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HomeMy WebLinkAboutP_Civil Construction Plans_20200602_v2 - STAMPED.pdfHAEVIN RIDGE SHORT PLATCIVIL PLAN SET1COVER SHEET2 BOUNDARY AND TOPOGRAPHIC SURVEY3 HORIZONTAL CONTROL PLAN4 SITE PLAN5 TESC PLAN6 TESC DETAILS7 GRADING PLAN8 DRAINAGE PLAN9 ACCESS ROAD PLAN & PROFILE10 VAULT ACCESS PLAN & PROFILE11 VAULT OUTFALL PLAN & PROFILE12 116TH AVE SE PLAN AND PROFILE13 COMPOSITE UTILITY PLAN14 WETVAULT DETAIL15 ROAD DETAILS16 ROAD DETAILS17 DRAINAGE DETAILS18 DRAINAGE DETAILS19 ILLUMINATION PLAN20 ILLUMINATION DETAILS21 ILLUMINATION DETAILS22 LANDSCAPE PLAN23 LANDSCAPE DETAILSSHEET INDEXPERMIT: C19001490CIVIL ENGINEER / SURVEYOR:CONTACT: MARK X. PLOG, PE, PLSPLOG ENGINEERING, PLLCP.O. BOX 412RAVENSDALE, WA 98051PHONE: (206) 420-7130EMAIL: MARK@PLOGENGINEERING.COMPROPERTY OWNER:CONTACT: LAKH SANDHU9329 S. 200TH STKENT, WA 98031PHONE: (206) 431-7970EMAIL: LAKH.SANDHU@GMAIL.COMSOILS ENGINEER:CONTACT: BERNARD P. KNOLL, IIAGES ENGINEERING, LLCP.O. BOX 935PUYALLUP, WA 98371PHONE: (253) 845-7000ARBORIST:CONTACT: FAVERO GREENFOREST, ISAGREENFOREST INCORPORATED4547 SOUTH LUCILE STREETSEATTLE, WA 98118PHONE: (206) 723-0656EMAIL: GREENFORESTINC@MINDSPRING.COMA PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WACIVIL PLAN SETHAEVIN RIDGE SHORT PLATRENTON, WACOVER SHEETPROJECT TEAMDATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBY DATE APPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMMXPMXPCMMXPMXPSEE GRAPHIC23080-18__________06/07/20191READY FOR SUBMITTALMXP 05/27/2020MXP234Planning/Building/Public Works Dept.1IN COMPLIANCE WITH CITY OF RENTON STANDARDSVICINITY MAPPARCEL NUMBER:322305-9075ADDRESS:18809 116TH AVENUE SEGROSS AREA:57,847 SF (1.33 AC)R.O.W.(DEDICATION):9,412 SF (0.22 AC)DISTURBED AREA:53,719 SF (1.23 AC)PROPOSED LOTS:6ZONING:R-8DENSITY PROPOSED:5.40 DU/ACREDENSITY PERMITTED:8.00 DU/ACREFRONT YARD SETBACK:20'REAR YARD SETBACK:20'SIDE YARD SETBACK:5'SIDE YARD SETBACK:15' (ALONG STREETS)PRELIMINARY APPROVAL DATE: JUNE 7, 2018APPROVAL EXPIRATION DATE: JUNE 7, 2029NPDES PERMIT#(IN PROCESS, APP ID #22214)POWER COMPANY: PUGET SOUND ENERGY(888) 225-5773GAS COMPANY:PUGET SOUND ENERGY(888) 225-5773WATER & SEWER:SOOS CREEK SEWER & WATERPH:(253) 630-9900CABLE:COMCAST(800) 266-2278TELEPHONE:CENTURY LINK(877) 548-6869THE HAEVIN RIDGE SHORT PLAT, FILE NO. LUA18-000205, IS SUBJECT TO THE FOLLOWINGCONDITIONS:1. THE APPLICATION SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES ASHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCERESPONSIBILITIES FOR IMPROVEMENTS IN THE TO-BE-CREATED JOINT USE ACCESSTRACT, STORMWATER TRACT, TELECOM 1 TRACT AND TELECOM 2 TRACT. A DRAFTVERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEWAND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLATRECORDING.2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN SHOWING ADDITIONALLANDSCAPING ON LOT 4 AT THE TIME OF CONSTRUCTION PERMIT APPLICATIONSUBMITTAL. THE UPDATED LANDSCAPE PLAN WOULD BE SUBJECT TO REVIEW ANDAPPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN DEMONSTRATINGCOMPLIANCE WITH THE STREET TREE REQUIREMENTS IN RMC 4-4-070.4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEASTNINE (9) RETAINED SIGNIFICANT TREES AT THE TIME OF CONSTRUCTION PERMITAPPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNINGANALYSIS EXPLAINING WHY RETENTION OF ADDITIONAL SIGNIFICANT TREES IS NOTFEASIBLE, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT MANAGER.5. IF ADDITIONAL TREES CAN BE RETAINED, THE APPLICANT SHALL SUBMIT AN ANALYSISSHOWING COMPLIANCE WITH THE TREE DENSITY REQUIREMENTS AT THE TIME OFCONSTRUCTION PERMIT APPLICATION SUBMITTAL.6. THE APPLICANT SHALL SUBMIT ADDITIONAL DETAILS ON THE FENCING PROPOSEDAROUND THE VARIOUS TRACTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATIONSUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.7. THE FUTURE HOME ON LOT 5 SHALL UTILIZE CORNER LOT SETBACKS FOR THE R-8 ZONE(SIDE YARD SETBACKS ON THE NORTH AND WEST SIDES OF THE PROPERTY, FRONT YARDAND SECONDARY FRONT YARD SETBACKS ON THE SOUTH AND EAST SIDES OF THEPROPERTY) AND DESIGN THE HOME IN WAY THAT BOTH THE SOUTHERN AND EASTERNFACING ENGAGE THE PUBLIC ROW THROUGH USE OF FEATURES SUCH AS ADDITIONALGLAZING, MODULATION, DORMERS, AND A WRAPPED PORCH.8. THE APPLICANT SHALL CREATE A NEW JOINT USE DRIVEWAY TRACT TO BE LOCATEDBETWEEN THE STORMWATER TRACT AND THE PROPOSED PUBLIC HALF-STREET IN ORDERTO ALLOW FOR ACCESS TO LOT 3, LOT 4, AND THE STORMWATER TRACT. A RESTRICTIONSHALL BE RECORDED ON THE FACE OF THE PLAT ONLY ALLOWING ACCESS TO THE TWOLOTS AND STORMWATER TRACT. A PUBLIC ACCESS/UTILITY EASEMENT SHALL BE PLACEDOVER THE PROPOSED JOINT USE DRIVEWAY TRACT AND STORMWATER TRACT AND ANOTE SHALL BE ADDED ON THE FACE OF THE PLAT THAT EXECUTES A SHAREDMAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCERESPONSIBILITIES FOR IMPROVEMENTS IN THE NEW JOINT USE DRIVEWAY TRACT. ADRAFT VERSION OF THE PROPOSED JOINT USE DRIVEWAY TRACT DIMENSION, PUBLICACCESS/UTILITY EASEMENT, AND SHARED MAINTENANCE AGREEMENT SHALL BESUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FORREVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER.9.THE APPLICANT SHALL INSTALL ONE “NO PARKING” ON EACH SIDE OF THE PAVEMENTWITHIN THE JOINT USE DRIVEWAY TRACT AND INSTALL BOLLARDS AT THE END OF THETRACT IN ORDER PREVENT VEHICLES FROM DRIVING OR PARKING IN THE STORM TRACTAREA PRIOR TO FINAL PLAT RECORDING.10. IN THE CASE THAT THE APPLICANT PROPOSES TO UTILIZE AN OPEN POND INSTEAD OF AVAULT AT THE TIME CONSTRUCTION PERMIT SUBMITTAL, THE CHANGE IN STORMWATERFACILITY TYPE SHALL BE CONSIDERED A MAJOR AMENDMENT TO THE SHORT PLAT ANDTHE APPLICANT WOULD BE REQUIRED TO SUBMIT A NEW SHORT PLAT APPLICATION.CONDITIONS OF APPROVALCITY OFRENTONSITE06/07/2019PROJECT INFORMATIONHAEVIN RIDGE SHORT PLAT PR: 17-000119 LUA: 18-000205 C: 19001490 HAEVIN RIDGE SHORT PLAT TED - 40 - 4062SHEET 01 1ST REVIEW REVISIONSMXP 11/05/2019MXPR-406201Surveyors & Civil EngineersENGINEERINGPLOGP.O. Box 412Ravensdale, WA 98051(206) 420-7130www.PlogEngineering.com2ND REVIEW REVISIONSMXP04/05/2020MXP3RD REVIEW REVISIONSMXP 05/27/2020MXPDEVELOPMENT ENGINEERINGNathan Janders 06/23/2020CURRENT PLANNINGamorganroth 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020REGIONAL FIRE AUTHORITYcthomas 06/29/2020APPROVED N (0 0 '<I" 0 '<I" 0 w I- � 0 I (/) w (!) 0 0:: z > w <( I N 0 1-w w I (/) A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA FOUND MONUMENT IN CASE IRON PIPE FILLED WITH CONC AT INTERSECTION OF 116TIH AVE SE AND SE 184TH ST CITY OF RENTON BENCHMARK 1868 CATCH BASIN RIM�519.04 7CONC E IE�514.65 12" CONC W IE�S 16.46 12" CONC W IE�514.48 w------+---w--------�1 w--------- 1 ___ .rnllNfrm:BArf ANo-c;;i ---- 22' X 50' LEASE AFN 20091020002077 EXCLUSIVE EASEM ENT REC.N0.20090218000732 / CHAIN LINK FENCE FOUND 1/2" SPIKE 0.4' EAST & 0.3' NORTH ------ -------- Ls 35974 I I ; I I I I I I I ,,..---J 1/ I ......J }' I /I I I t. - - ------ Know what's below. Call before you dig. ____ __J 05/27/2020 w 05/27/2020 10 0 GRAPHIC SCALE 10 20 40 --- ------1 INCH = 20 FEET PLOG ENGINEERING Surveyors & Civil Engineers P.O. Box412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com READY FOR SUBMITTAL 2 1 ST REVIEW REVISIONS 3 2ND REVIEW REVISIONS 4 3RD REVIEW REVISIONS NO. REVISION CAlU{__ BASIN RIM�50S-.�fr 12" CMP NW IE�506.26 \ I I I I /-+--I / I I ' I I ,, __ J SSMH -- \ ' RIM�507.90 I -_I CATCH BASIN \ RIM�509.63 2" CQNC o-l,J:�507.14 12" COl-{C � IE':c'50J.17 8" CON(I;, W1 IE�507:4� I I \ I \ I / I \ I \ \ I I \ I I \1 SSMH \ I 0 if> I I / I I ----; I I I \ \ \ \ \ \ \ \ ' "'o,;e M \ \ I I I I I 8" CONC S IE�502.95 8" PVC NW IE�502.67 \ I CATCH BASIN SOLID LID RIM�507.94 12" CMP S IE�505.4 9 \ I 12" CMP N IE�505.21 1 CATCH BASIN RIM�507.71 12" CMP SE IE-505.27 ,:.., 12" CMP N IE�504.29 l!!l!!J 3" CPP SE IE�505.54 ---------M - OHE RIM�51 0.95 j, CLEAN OUT 509 �8�-�-�'�+4���;t��::-/ ,--/ 1 � I w w---------w- I ' , I CATCH BASIN RIM�S 15.33 12" CONC S IE�S 12.93 12" CMP N IE�512.80 Ii / / / / "' SE 188TH STREIT \. p WER": ULT 0 CATCH BASIN RIM�508.98 SPIK 0.2' \ \ I " '"12" CONC W IE�506.85 12 CONC S IE�506.84 12" CMP E IE�506.68 ,-----cATCnBASTl'r - -�fli' i ---''...1--�I -0R "IM�509.6712" CMP S IE�507.50 \ \ \ \ ' 0 I 12" CMP E IE�507.4 8 12" CMP N IE�507.38 I ApN#I :;,I IE�511.04 IE�510.13 l_/,t--------1 I I I ApN# I I I I I I I Ll FOUND MONUMENT IN CASE COPPER TACK IN CONC�AT INTERSECTION OF 116TH AVE SE AND SE 192ND STREET CITY OF RENTON BENCHMARK 1873 I MXP 5127/2020 MXP MXP 11/05/2019 MXP MXP 04/05/202 MXP MXP 05/27/2020 MXP BY DATE APPR SURVEYED: MXP DESIGNED: MXP DRAWN: CM CHECKED MXP APPROVED: MXP SCALE: SEE GRAPHIC ONE INCH ATFULLSCAL..E IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAO 1983/1991 CITY OF RENTON Planning/Building/Public Works Dept. LEGAL DESCRIPTION THE NORTH HALF OF THE NORTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST, OF THE WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. EXCEPT THE SOUTH 157 FEET THEREOF. AND EXCEPT THE COUNTY ROAD. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE BASE ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) AND WERE ESTABLISHED USING RTK GPS. 2.0' CONTOUR INTERVAL -THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 112 THE CONTOUR INTERVAL OR± 1.0' FOR THIS PROJECT. BASIS OF BEARINGS TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 01'03'43.29" COUNTERCLOCKWISE WAS APPLIED AT A COPPER PIN IN CONCRETE POST, INCASED, LOCATED AT THE INTERSECTION OF 116TH AVENUE SOUTHEAST AND SOUTHEAST 192ND STREET. THE MONUMENT IS THE SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE W.M. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 159877.304 / 1305508.729 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999978493 AND THE GRID SCALE FACTOR OF 1.000013747 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND TREE TABLE TREE NO. SPECIES DBH DL 701 (RW} DOUGLAS-FIR 15 14 702 (RW) HAWTHORNE 6,6,8 10 704 (RW) BLACK LOCUST 20,20 18 705 (RW) BLACK LOCUST 23 16 706 BLACK LOCUST 25 16 707 BLACK LOCUST 8 12 708 BLACK LOCUST 8,9 14 709 BLACK LOCUST 7 10 710 BLACK LOCUST 8,8,8 14 711 BLACK LOCUST 7 10 712 BLACK LOCUST 7 10 713 BLACK LOCUST 8 14 714 BLACK LOCUST 6 10 716 BLACK LOCUST 6 12 719 BLACK LOCUST 6 8 720 BLACK LOCUST 7,7 10 721 BLACK LOCUST 7 10 722 ( UH) BLACK LOCUST 6 14 729 ( UH) BLACK LOCUST 8,8,9 14 730 (RW) BLACK LOCUST 9 13 732 ( UH) BLACK LOCUST 7 10 733 BLACK LOCUST 9 8 734 BLACK LOCUST 7 12 736 BLACK LOCUST 6,6,6,8,8 16 737 BLACK LOCUST 8 10 738 (UH) BLACK LOCUST s 8 739 (RW) BLACK LOCUST 10,10 14 742 (UH) BLACK LOCUST 6,7,7 16 744 (UH) BLACK LOCUST 7 14 745 (UH) BLACK LOCUST 7 14 746 BLACK LOCUST 10 12 748 ( UH) BITTER CHERRY 6 8 751 ( UH) DOUGLAS-FIR 8 12 752 BLACK COTTONWOOD 8 12 753 DOUGLAS-FIR 9 8 758 BLUE SPRUCE 7 7 759 BLUE SPRUCE 6 7 761 BLACK LOCUST 6 12 764 BLACK LOCUST 6 13 765 BLACK LOCUST 5 14 766 BLACK LOCUST 6,7 12 767 BLACK LOCUST 6 10 768 (UH) BLACK LOCUST 8 10 769 BLACK LOCUST 9 12 770 (UH) WESTERN RED-CEDAR 22,24 18 771 (UH) (AC) DOUGLAS-FIR 38 18 772 (AC) PACIFIC DOGWOOD 8 12 773 (UH) LOMBARDI POPLAR 8 1 777 (UH) BLACK LOCUST 9 14 A BLACK LOCUST 7 12 B BLACK LOCUST 8 12 R-406202 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA BOUNDARY & TOPO SURVEY DATE: 05/27/2020 FIELDBOOK: PAGE· DRAWING NO 080-18 SHEET: OF: 2 23 0 a, '<I" � 0 0 a, � LO0 N 0 0 0 � Cl. � Cl. I-0:: I (/) w (!) 0 0:: z > w <( I DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 TESC DETAILSDATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBY DATE APPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMMXPMXPCMMXPMXPSEE GRAPHIC23080-18__________05/27/20201READY FOR SUBMITTALMXP05/27/2020MXP234Planning/Building/Public Works Dept.6A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WACIVIL PLAN SETHAEVIN RIDGE SHORT PLATRENTON, WACITY OFRENTON05/27/2020HAEVIN RIDGE SHORT PLAT PR: 17-000119 LUA: 18-000205 C: 19001490 HAEVIN RIDGE SHORT PLAT TED - 40 - 4062SHEET 06 R-4062061ST REVIEW REVISIONSMXP 11/05/2019MXPIN COMPLIANCE WITH CITY OF RENTON STANDARDSSurveyors & Civil EngineersENGINEERINGPLOGP.O. Box 412Ravensdale, WA 98051(206) 420-7130www.PlogEngineering.com2ND REVIEW REVISIONSMXP 04/05/2020MXP3RD REVIEW REVISIONSMXP 05/27/2020MXPDEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 DEVELOPMENT ENGINEERINGNathan Janders 06/23/2020 DRAINAGE DETAILSDATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMMXPMXPCMMXPMXPSEE GRAPHIC23080-18__________05/27/20201READY FOR SUBMITTALMXP05/27/2020MXP234Planning/Building/Public Works Dept.17A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WACIVIL PLAN SETHAEVIN RIDGE SHORT PLATRENTON, WACITY OFRENTON05/27/2020HAEVIN RIDGE SHORT PLAT PR: 17-000119 LUA: 18-000205 C: 19001490 HAEVIN RIDGE SHORT PLAT TED-40-4062SHEET 17 R-4062171ST REVIEW REVISIONSMXP11/05/2019MXPIN COMPLIANCE WITH CITY OF RENTON STANDARDSSurveyors & Civil EngineersENGINEERINGPLOGP.O. Box 412Ravensdale, WA 98051(206) 420-7130www.PlogEngineering.com2ND REVIEW REVISIONSMXP04/05/2020MXP3RD REVIEW REVISIONSMXP05/27/2020MXPDEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 DRAINAGE DETAILSDATE:FIELDBOOK:DRAWING NO:PAGE:SHEET: OF:SCALE:DESIGNED:DRAWN:CHECKED:APPROVED:NO.REVISIONBYDATEAPPRSURVEYED:VERTICAL: NAVD 1988IF NOT ONE INCHONE INCHAT FULL SCALEHORIZONTAL: NAD 1983/1991SCALE ACCORDINGLYDATUMMXPMXPCMMXPMXPSEE GRAPHIC23080-18__________05/27/20201READY FOR SUBMITTALMXP05/27/2020MXP234Planning/Building/Public Works Dept.18A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WACIVIL PLAN SETHAEVIN RIDGE SHORT PLATRENTON, WACITY OFRENTON05/27/2020HAEVIN RIDGE SHORT PLAT PR: 17-000119 LUA: 18-000205 C: 19001490 HAEVIN RIDGE SHORT PLAT TED-40-4062SHEET 17 R-4062181ST REVIEW REVISIONSMXP11/05/2019MXPIN COMPLIANCE WITH CITY OF RENTON STANDARDSSurveyors & Civil EngineersENGINEERINGPLOGP.O. Box 412Ravensdale, WA 98051(206) 420-7130www.PlogEngineering.com2ND REVIEW REVISIONSMXP04/05/2020MXP3RD REVIEW REVISIONSMXP05/27/2020MXPDEVELOPMENT ENGINEERINGNathan Janders 06/23/2020SURFACE WATER UTILITYjfarah 06/24/2020 CURRENT PLANNING amorganroth 06/23/2020 N CD 0 "¢ I 0 "¢ I 0 w r r <( _J 0.... r 0::: 0 :r: (/) w c., 0 0::: z > w <( :r: ::::j:j::: ::::j:j::: r w w :r: (/) 2" ROUND PRESS. lREAlED PINE PCN.E (OR APPROVED EQUAL) SETTO LEE OF PREVAILING 'M�S. AMENDED BACKFILL ,,,---SECURE W/ LOOP OF QiAINLOCIC. PORTION OF NE 1/4 SEC 15 , T 23 N, R 5 E, W. M. CHAINLOCIC TIES MIN. 1.5 x U5 IN. APPROVED STAKE MAlERIAL ALL STAKES SHALL BE DRl>£N OUTSIDE THE EDGE OF 11£ ROOT BALL AMENDED BACKFILL 18"-DEEP ROOT BARRIER (PLASTIC), f M. REQUIRED (MIN, 12'0"), SET 1/2" BELOW GRADE ON SIDE TO BE PROlEClED (Publlc Strfft/Sldewalk). COMPACTED AMENDED BACKFlLL TAMP SQL AROUND ROOT BALL BASE FIRMLY WITI-1 FOOT PRESSURE SO lHAT ROOT BALL DOES NOT SHIFT. 4 4 TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. AU.OW FOR S<ME lRUNK MOVEMENT. CHAINLOCK SHALL BE LONG ENOUGH TO ACCOMMOOATE 1.15 IN. OF GROWTH. "" 4 4 4 4 -_:.�----EACH TREE MUST BE PLANTED ,,,... SUQ-1 THAT THE lRUNK FLARE IS VISIEI..E AT lHE TOP OF THE ROOT BALL 1REES 'M-IERE THE lRUNK FLARE IS NOT VISIBLE SHALL BE RE..ECTED. DO NOT COVER THE TOP OF lHE ROOT BAU. WITH SQL _.,,--4 IN. HIGH EARlH SAUCER BEYOND EDGE OF ROOT BALL -----FINISH GRADE LANT PIT 'MTHANGLED SIDES ROOT BALL IF PLANT IS SHIPPED 'MTH A 'MRE BASKET AROUND THE ROOT BALL. CUT THE WIRE BASl<ET IN FOUR PLACES AND FOLD DO'AN 8 IN. INTO PLANDIG HOLE. SET TOP Of ROOT BALL FLUSH TO GRADE 1-2 IN. HIGHER IN SI..O'M.. Y DRAINING SOILS. B&B DR CONTAINERIZED SHRUB, TYi' SET ALL PLANTS AT NURSERY LEVEL MIN 2•-3• OF MULCH (PER SPECS) SHRUB �ED SOIL P�EPARATIONDEPTH (SIEE SPECS) F'INISH GRADE 0,......=C-=-ON:...;,;l"--F=ER'-'-O=U:..:S::......:..;TR"""E=E::....:....PL=A-"-N""'"'Tl""'N"""'G::;....._ __ NOTTO SCALE G\t-=-'DE=C=ID�U�O=U�S�TR�EE�P=LA�N�T�IN=G'--_ V NOT TO SCALE 01-S=H"""R"""U=Bc....cP""""L"'"A"""N"-'T"""IN'--"G'-------­ NoT ro SCALE EXl511NG SLOPE � 2: 1 lRANSlllON SLOPE PLANT PIT \tll11H ANGLED SIDES UNDISTURBED SOIL C ""''""' i, "11 I II 'I _I jl� 4-il�&J ltl �--2-3" MIN. MULCH. HOLD BACK 3• FROM BASEOF lRUNK WAlER RETENTION BERM �--ROOT BAU. --AMENDED BA.a<:FIU fs',-.......G E=N�E�R�A=L�S=LO�P�E�P�L=A�N �T �IN �G ______ _ V NOT TO SCALE Glenn Takagi Landscape Architect 18550 Firlands Way N, Shoreline, WA 98133 IJNOISTURBEO lfATIV'E SOI. l'l.,\MT]NQ BEClS,ll,.Nru$TURl'IEO veGeTA.TION. SEE l,fQTe , UN01$1\IF!8EO T1JRf' f\.-'WN) "'"-SAS.SEE NOTE 1 GRASS' SEED OR SOO UNDISTURBED NA TTVE SOil OPTION 1 • NO DISTURBANCE 3"_.. AA80ftlSTWOODCHPMULCH,SEE alO PLAN 291.80 3" OF COW"OST IIIICOff."'OfiTEO lNTO 5" OF SITE SOil {TOT"1.. AM£.r.0Et> OEP°™ Of' 9.$', FOA,., 5€rtl.E:0 OEPTH OF II") 908SOIL SCAAIFIEO 4" BELO'lfiCOMPOST AMEl'<lED LAYER (ITSELOWSOILS�ACIEJ PI.NfTING IEOS GAAss. SEED OR SOD I 75" Of' COMPOST INCORP0RATED INTO 11.25" OF Sl1E 901. (1'0T1'J.. .wENOEO OEPTffOf' i.:!". FOR A SETTLED DEPTH OF 9") SU8SOl. SCARIFIED •• 88.0W OOl,IPOST -'MENOEO LAYER (tr BELOW SOIL SURf.ACE} OPTIONS 21 31 AND 4 -AMEND tN PLACE OR STOCKPILE AND AMEND :l"_."AA!IORIST WOOD CHIP MU.l>l,§ESTO ""' ,.,. .. a"IMPORTEO'°"""" '" (COMPACTED """"' SU8SOll � SCAR:1F1E06" BELOW IMPORTED TOPSOILMOI. P\.ANllNG !EDS PUBLIC WORKS DEPARTMENT GAASS;SEEDORSOO NOTES: F9.!POATEOTOflSOI. MjX (Cot.FACTED """"'' I, A.REM Of N001$T\.lfatANCE. TOiE: F"£m:E.D A.ND EXISTINGVEGETATIOHAAO SOI.. TOBE PROTECTED FROM OOHSTRUCTlON IMPACTS GENERAL NOTES: 1.TOMEASUR.E SETtl.lEO DEPTH. W-'.Tt'R SOil SUFFICIEHTlY TO Ft.UY SAT\JAAlf. WITI-IOUTCAI.ISM EAOSION SUBSOt. JS 2.COMPOST TO MEET STD. Pt.AN 292..151>. SCARIFIEO &" BEl.rNi U'OfffED 1. COM!'ACTION OF TI:lPSOIL (WHERE REQUIRED J TQPSOILMIX T08ET095%0FST�PROCTOR. SOIL AMENDMENT SECTIONS 4, SEE COHSTRUCTIOH Pi,,,V,tS FOR SPECtFN:;PROJECT R£WREl!IENT$ IJNl(SS 01'11(� NOT£0. OIV.WING IS NOT 10 $,CAJ,.1 (MTS) STD, PLAN · 264.00 Al'Pl'I CD GAZ 9/28/2018 I --om :4 ill 1 CORR. PER 6.7.18 STAFF REPORT Sil£ PLAN REVS -CEN1REPOIN1E 2 CORR. PER 5.17.19 REDLINES PER J. JOHNSON GT 10.23.19 - 3 CORR. PER CITY REDLINES GT 2.7.20 GT -DRIVEWAY_FENCE DETAIL GT 5.11.20 GT -- PLAN VIEW J<-------7'-06 max.-------,1' End Post 2 x 6 Cedar Fence Boards Hf-------�-w/ ½" gap. �F ��-��,use full length boards to �F �-��ccccS1pan two posts; alternate joints. Face boards to inside of Plat. 4 X 4 Pressure Posts on Galv. Pipe. --1 ELEVATION VIEW 0 GR OUND COVER PL ANTING NOTlO SCALE h � ::,-.,�Ill CITY OF ®RENTON .UTE FABRIC UNDERNEATHBARK MULQi ON SLOPESO\£R 2:1 MIN 2"MULCH (PER SPECS) FINISH GRADE Tl'PICAL GROUND CO\£R PLANTED AT NURSERY l.E\£1. -SOIL AMENDMENT MIXED W/ NA TI\IE SOIL (SIEE SPECS) SCARIFIED SUBGRADESEE SPECS 0 GR OUND CO VER P LANTING NOTlO SCALE 6'-o" 41 Finish Grade. Keep Bottom Board a Min. 2" Clear of Top of Mulch. R-406220 IN COMPLIANCE WITH CITY OF RENTON STANDARDS HAEVIN RIDGE SHORT PLAT ..... 10.23.19 -..... _,.. ©2019 Copyright Glenn Takagi Landscape Architect. All Rights Reserved. All drawn and written information incorporated herein is an instrument of professional practice and is the property of Glenn Takagi Landscape Architect and not to be used in whole or in part without the written authorization of Glenn Takagi Landscape Architect. 206.542.6100 -GT AT PU.L KALE Planning/Building/Public Works Dept. F NOT CINE INClH LANDSCAPE DETAILS glenco1029@earthlink.net NO. REVISION BY DATE APPR -SCAI.EiW WY GT HEIi ::::j:j::: ::::j:j::: ::::j:j::: ::::j:j::: u ::::j:j::: ::::j:j::: ::::j:j::: ::::j:j::: <( ::::> _J ::::j:j::: ::::j:j::: ::::j:j::: ::::j:j::: 0::: 0.... r <( _J 0.... r 0::: 0 :r: (/) w G 0 0::: z > w <( :r: CURRENT PLANNING amorganroth 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 TRANSPORTATION OPERATION cbarnes 07/02/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 TRANSPORTATION OPERATION cbarnes 07/02/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 TRANSPORTATION OPERATION cbarnes 07/02/2020