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HomeMy WebLinkAboutCOR field note records - C19001490 - Haevin Ridge Short PlatHAEVIN RIDGE SHORT PLAT CIVIL PLAN SET 1 COVER SHEET 2 BOUNDARY AND TOPOGRAPHIC SURVEY 3 HORIZONTAL CONTROL PLAN 4 SITE PLAN 5 TESC PLAN 6 TESC DETAILS 7 GRADING PLAN 8 DRAINAGE PLAN 9 ACCESS ROAD PLAN & PROFILE 10 VAULT ACCESS PLAN & PROFILE 11 VAULT OUTFALL PLAN & PROFILE 12 116TH AVE SE PLAN AND PROFILE 13 COMPOSITE UTILITY PLAN 14 WETVAULT DETAIL 15 ROAD DETAILS 16 ROAD DETAILS 17 DRAINAGE DETAILS 18 DRAINAGE DETAILS 19 ILLUMINATION PLAN 20 ILLUMINATION DETAILS 21 ILLUMINATION DETAILS 22 LANDSCAPE PLAN 23 LANDSCAPE DETAILS SHEET INDEX PERMIT: C19001490 CIVIL ENGINEER / SURVEYOR: CONTACT: MARK X. PLOG, PE, PLS PLOG ENGINEERING, PLLC P.O. BOX 412 RAVENSDALE, WA 98051 PHONE: (206) 420-7130 EMAIL: MARK@PLOGENGINEERING.COM PROPERTY OWNER: CONTACT: LAKH SANDHU 9329 S. 200TH ST KENT, WA 98031 PHONE: (206) 431-7970 EMAIL: LAKH.SANDHU@GMAIL.COM SOILS ENGINEER: CONTACT: BERNARD P. KNOLL, II AGES ENGINEERING, LLC P.O. BOX 935 PUYALLUP, WA 98371 PHONE: (253) 845-7000 ARBORIST: CONTACT: FAVERO GREENFOREST, ISA GREENFOREST INCORPORATED 4547 SOUTH LUCILE STREET SEATTLE, WA 98118 PHONE: (206) 723-0656 EMAIL: GREENFORESTINC@MINDSPRING.COM A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WACOVER SHEET PROJECT TEAM DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM MXP MXP CM MXP MXP SEE GRAPHIC 23 080-18 _____ _____ 06/07/2019 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP 2 3 4 Planning/Building/Public Works Dept. 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VICINITY MAP PARCEL NUMBER:322305-9075 ADDRESS:18809 116TH AVENUE SE GROSS 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:6 ZONING:R-8 DENSITY PROPOSED:5.40 DU/ACRE DENSITY PERMITTED:8.00 DU/ACRE FRONT YARD SETBACK:20' REAR YARD SETBACK:20' SIDE YARD SETBACK:5' SIDE YARD SETBACK:15' (ALONG STREETS) PRELIMINARY APPROVAL DATE: JUNE 7, 2018 APPROVAL EXPIRATION DATE: JUNE 7, 2029 NPDES PERMIT#(IN PROCESS, APP ID #22214) POWER COMPANY: PUGET SOUND ENERGY (888) 225-5773 GAS COMPANY:PUGET SOUND ENERGY (888) 225-5773 WATER & SEWER:SOOS CREEK SEWER & WATER PH:(253) 630-9900 CABLE:COMCAST (800) 266-2278 TELEPHONE:CENTURY LINK (877) 548-6869 THE HAEVIN RIDGE SHORT PLAT, FILE NO. LUA18-000205, IS SUBJECT TO THE FOLLOWING CONDITIONS: 1. THE APPLICATION SHALL RECORD A NOTE ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN THE TO-BE-CREATED JOINT USE ACCESS TRACT, STORMWATER TRACT, TELECOM 1 TRACT AND TELECOM 2 TRACT. A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLAT RECORDING. 2. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN SHOWING ADDITIONAL LANDSCAPING ON LOT 4 AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL. THE UPDATED LANDSCAPE PLAN WOULD BE SUBJECT TO REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 3. THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN DEMONSTRATING COMPLIANCE WITH THE STREET TREE REQUIREMENTS IN RMC 4-4-070. 4. THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN SHOWING AT LEAST NINE (9) RETAINED SIGNIFICANT TREES AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING ANALYSIS EXPLAINING WHY RETENTION OF ADDITIONAL SIGNIFICANT TREES IS NOT FEASIBLE, SUBJECT TO CONCURRENCE BY THE CURRENT PLANNING PROJECT MANAGER. 5. IF ADDITIONAL TREES CAN BE RETAINED, THE APPLICANT SHALL SUBMIT AN ANALYSIS SHOWING COMPLIANCE WITH THE TREE DENSITY REQUIREMENTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL. 6. THE APPLICANT SHALL SUBMIT ADDITIONAL DETAILS ON THE FENCING PROPOSED AROUND THE VARIOUS TRACTS AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL 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 YARD AND SECONDARY FRONT YARD SETBACKS ON THE SOUTH AND EAST SIDES OF THE PROPERTY) AND DESIGN THE HOME IN WAY THAT BOTH THE SOUTHERN AND EASTERN FACING ENGAGE THE PUBLIC ROW THROUGH USE OF FEATURES SUCH AS ADDITIONAL GLAZING, MODULATION, DORMERS, AND A WRAPPED PORCH. 8. THE APPLICANT SHALL CREATE A NEW JOINT USE DRIVEWAY TRACT TO BE LOCATED BETWEEN THE STORMWATER TRACT AND THE PROPOSED PUBLIC HALF-STREET IN ORDER TO ALLOW FOR ACCESS TO LOT 3, LOT 4, AND THE STORMWATER TRACT. A RESTRICTION SHALL BE RECORDED ON THE FACE OF THE PLAT ONLY ALLOWING ACCESS TO THE TWO LOTS AND STORMWATER TRACT. A PUBLIC ACCESS/UTILITY EASEMENT SHALL BE PLACED OVER THE PROPOSED JOINT USE DRIVEWAY TRACT AND STORMWATER TRACT AND A NOTE SHALL BE ADDED ON THE FACE OF THE PLAT THAT EXECUTES A SHARED MAINTENANCE AGREEMENT FOR EQUAL OWNERSHIP AND MAINTENANCE RESPONSIBILITIES FOR IMPROVEMENTS IN THE NEW JOINT USE DRIVEWAY TRACT. A DRAFT VERSION OF THE PROPOSED JOINT USE DRIVEWAY TRACT DIMENSION, PUBLIC ACCESS/UTILITY EASEMENT, AND SHARED MAINTENANCE AGREEMENT SHALL BE SUBMITTED AT THE TIME OF CONSTRUCTION PERMIT APPLICATION SUBMITTAL FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 9.THE APPLICANT SHALL INSTALL ONE “NO PARKING” ON EACH SIDE OF THE PAVEMENT WITHIN THE JOINT USE DRIVEWAY TRACT AND INSTALL BOLLARDS AT THE END OF THE TRACT IN ORDER PREVENT VEHICLES FROM DRIVING OR PARKING IN THE STORM TRACT AREA PRIOR TO FINAL PLAT RECORDING. 10. IN THE CASE THAT THE APPLICANT PROPOSES TO UTILIZE AN OPEN POND INSTEAD OF A VAULT AT THE TIME CONSTRUCTION PERMIT SUBMITTAL, THE CHANGE IN STORMWATER FACILITY TYPE SHALL BE CONSIDERED A MAJOR AMENDMENT TO THE SHORT PLAT AND THE APPLICANT WOULD BE REQUIRED TO SUBMIT A NEW SHORT PLAT APPLICATION. CONDITIONS OF APPROVAL CITY OF RENTON SITE 06/07/2019 PROJECT INFORMATION HA E V I N R I D G E S H O R T P L A T PR : 1 7 - 0 0 0 1 1 9 LU A : 1 8 - 0 0 0 2 0 5 C: 1 9 0 0 1 4 9 0 HA E V I N R I D G E S H O R T P L A T TE D - 4 0 - 4 0 6 2 SH E E T 0 1 1ST REVIEW REVISIONS MXP 11/05/2019 MXP R-406201 Surveyors & Civil EngineersENGINEERINGPLOG P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 2ND REVIEW REVISIONS MXP 04/05/2020 MXP 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 CURRENT PLANNING amorganroth 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 REGIONAL FIRE AUTHORITY cthomas 06/29/2020 APPROVED 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 EASEMENT 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) 420-7130www.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�505.49 \ 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�510.95 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�507.48 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 ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 TESC DETAILS DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM MXP MXP CM MXP MXP SEE GRAPHIC 23 080-18 _____ _____ 05/27/2020 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP 2 3 4 Planning/Building/Public Works Dept. 6 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA CITY OF RENTON 05/27/2020 HA E V I N R I D G E S H O R T P L A T PR : 1 7 - 0 0 0 1 1 9 LU A : 1 8 - 0 0 0 2 0 5 C: 1 9 0 0 1 4 9 0 HA E V I N R I D G E S H O R T P L A T TE D - 4 0 - 4 0 6 2 SH E E T 0 6 R-406206 1ST REVIEW REVISIONS MXP 11/05/2019 MXP IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surveyors & Civil EngineersENGINEERINGPLOG P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 2ND REVIEW REVISIONS MXP 04/05/2020 MXP 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 12/31/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 DEVELOPMENT ENGINEERING njanders 06/27/2022 DEVELOPMENT ENGINEERING njanders 06/27/2022 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 12/31/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 DRAINAGE DETAILS DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM MXP MXP CM MXP MXP SEE GRAPHIC 23 080-18 _____ _____ 05/27/2020 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP 2 3 4 Planning/Building/Public Works Dept. 17 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA CITY OF RENTON 05/27/2020 HA E V I N R I D G E S H O R T P L A T PR : 1 7 - 0 0 0 1 1 9 LU A : 1 8 - 0 0 0 2 0 5 C: 1 9 0 0 1 4 9 0 HA E V I N R I D G E S H O R T P L A T TE D - 4 0 - 4 0 6 2 SH E E T 1 7 R-406217 1ST REVIEW REVISIONS MXP 11/05/2019 MXP IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surveyors & Civil EngineersENGINEERINGPLOG P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 2ND REVIEW REVISIONS MXP 04/05/2020 MXP 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 06/24/2020 DRAINAGE DETAILS DATE: FIELDBOOK: DRAWING NO: PAGE: SHEET: OF: SCALE: DESIGNED: DRAWN: CHECKED: APPROVED:NO.REVISION BY DATE APPR SURVEYED: VERTICAL: NAVD 1988 IF NOT ONE INCH ONE INCH AT FULL SCALE HORIZONTAL: NAD 1983/1991 SCALE ACCORDINGLY DATUM MXP MXP CM MXP MXP SEE GRAPHIC 23 080-18 _____ _____ 05/27/2020 1 READY FOR SUBMITTAL MXP 05/27/2020 MXP 2 3 4 Planning/Building/Public Works Dept. 18 A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA CIVIL PLAN SET HAEVIN RIDGE SHORT PLAT RENTON, WA CITY OF RENTON 05/27/2020 HA E V I N R I D G E S H O R T P L A T PR : 1 7 - 0 0 0 1 1 9 LU A : 1 8 - 0 0 0 2 0 5 C: 1 9 0 0 1 4 9 0 HA E V I N R I D G E S H O R T P L A T TE D - 4 0 - 4 0 6 2 SH E E T 1 7 R-406218 1ST REVIEW REVISIONS MXP 11/05/2019 MXP IN COMPLIANCE WITH CITY OF RENTON STANDARDS Surveyors & Civil EngineersENGINEERINGPLOG P.O. Box 412 Ravensdale, WA 98051 (206) 420-7130 www.PlogEngineering.com 2ND REVIEW REVISIONS MXP 04/05/2020 MXP 3RD REVIEW REVISIONS MXP 05/27/2020 MXP DEVELOPMENT ENGINEERING Nathan Janders 06/23/2020 SURFACE WATER UTILITY jfarah 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$T\.lfatANCE. TOiE: F"£m:E.D A.ND EXISTINGVEGETATIOHAAO SOI.. TOBE PROTECTED FROM OOHSTRUCTlON IMPACTS GENERAL NOTES: 1.TOMEASUR.E SETtl.lEO DEPTH. W-'.Tt'R SOil SUFFICIEHTlY TO Ft.UY SAT\JAAlf. WITI-IOUTCAI.ISM EAOSION SUBSOt. JS 2.COMPOST TO MEET STD. Pt.AN 292..151>. SCARIFIEO &" BEl.rNi U'OfffED 1. COM!'ACTION OF TI:lPSOIL (WHERE REQUIRED J TQPSOILMIX T08ET095%0FST�PROCTOR. SOIL AMENDMENT SECTIONS 4, SEE COHSTRUCTIOHPi,,,V,tS FOR SPECtFN:;PROJECT R£WREl!IENT$ 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 GROUND 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 GROUND COVER 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 1"=20' cut & cap line plug line from inside of manhole abandon line in place DEVELOPMENT ENGINEERING NJanders 08/04/2022 DEVELOPMENT ENGINEERING NJanders 03/24/2022 compliance for handwritten revisions shown in black. comcast scope requires a franchise permit to be obtained by franchisee 10/06/21 F-40.12-03 DEVELOPMENT ENGINEERING njanders 10/07/2021 approval for sidewalk and light revisions clouded in purple only. ductile iron pipe shall be used a solid locking lid per cor. std. plan 204.10 shall be used. DEVELOPMENT ENGINEERING Nathan Janders 05/19/2021