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HomeMy WebLinkAboutR-4360010 0 Q 00 CID N 0 N 0 E 0 0 o, 0 00 N N N Q) / 00 N N N / O CD CD N N H Q) a i-1 LEGAL DESCRIPTION 0 LOT A (OR LOT B), HARMONY RIDGE, PHASE 1 IN VOLUME 308 OF PLATS AT PAGES 11 THROUGH 14, CO UNDER RECORDING NUMBER 20250829000451, RECORDS OF KING COUNTY, WASHINGTON. C'7 1- SURVEY INFORMATION HORIZONTAL DATUM: �I WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE NAD 83/11 BASIS OF BEARING: LLI N01'50'26"E ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 20, BEING MONUMENTED ON THE SOUTH END BY A 3" BRASS DISK IN MONUMENT CASE AT 160TH ST SE AND ON THE NORTH END BY A BRASS PIN IN A 6X6 CONCRETE MONUMENT. VERTICAL DATUM: NAVD 88 BASIS OF ELEAVTION (NAVD 88) CITY OF RENTON SURVEY CONTROL NO. 0784, TOP OF 3/8" BRASS PLUG SET IN CONCRETE MONUMENT AT INTERSECTION OF PUGET DR SE & SE 19TH STREET. EL=417.572 NAVD w NET DEVELOPABLE AREA (NDA) CALCULATIONS 0 PROPOSED NUMBER OF LOTS: 20 RESIDENTIAL, 1 CHURCH/SCHOOL ZONING OF THE SUBJECT SITE: R-8 rr GROSS SITE AREA: ±271,904 S.F. (f6.24 AC) LAND IN RESIDENTIAL LOTS: 108,987 SF z DEDUCT LOT 22 (CHURCH): 46,129 CO DEDUCT CRITICAL AREAS: 0 SF c DEDUCT CRITICAL AREA BUFFERS**: 0 SF rr DEDUCT PUBLICLY DEDICATED STREETS*: 51,020 SF Q PRIVATE ACCESS EASEMENTS: 0 SF 2 NET DEVELOPABLE AREA: = 271,904 SF-46,129 SF-51,020 SF=174,754 SF = 4.01 AC DENSITY PERMITTED BY CODE: 8 DU/NET AC = 32 LOTS PROPOSED DENSITY: 20 DU/6.23 AC = 3.21 DU/AC GROSS 20 DU/4.01 AC = 4.99 DU/AC NET (* ALLEYS AND BUFFERS NOT DEDUCTED FROM DENSITY) (** CRITICAL AREA BUFFERS AND PUBLIC R/W DEDUCTED FROM NDA FOR TREE RETENTION (RMC4-4-180.H.1.d)) OWNER UNITED CHRISTIAN CHURCH 1707 EDMONDS AVE SE 00479-001 RENTON, WA 98055 ENGINEER/PLANNER/SURVEYOR/ LANDSCAPE ARCHITECT BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVE. SOUTH KENT, WA 98032 (425) 251-6222 FAX (425) 251-8782 CONTACT: BARRY TALKINGTON/ IVANA HALVORSEN/ MATTHEW ABBAS/ JEFF VARLEY ARBORIST WASHINGTON FORESTRY CONSULTANTS, INC 9136 YELM HWY SE OLYMPIA, WA 98513 CONTACT: GALEN WRIGHT PHONE: (360) 943-1723 AREA TABLE DEVELOPER ICHIJO USA CO., LTD 1406 - 140TH PL NE, SUITE 104 BELLEVUE, WA 98007 CONTACT: KANON KUPFERER PHONE: (425) 497-0616 GEOTECHNICAL ENGINEER N `)rI IInl/\ IF IIIII I I\VL\I-L -IV\7 rL-L-.: V IL. 1'. A I7L r11 VIV IL.: OA-i)KV /'iv u. Ill-lJ «ll \ ,<<i 04 F \<s 0704 COVER SHEET FOUND BRASS PIN IN (COR 4X4 CONIC. IN MONUMENT CASE INTX SE 16TH ST & 116TH AVE SE FOR (JUNE 2022) (COR 0326) HARMONY RIDGE FOUND BRASS PIN IN 4X4 CONC. 0.67' BELOW GRADE IN MONUMENT CASE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. INTX SE 16TH ST & EDMONDS WAY SE (JUNE 2022) CITY OF RENTON, KING COUNTY, WASHINGTON 0 40 80 160 \ SCALE: 'I "=80' I \\ / Cl I IL r, I r\Ivl\ R)'j I In I/, I III VLL_11 V\7 rIIL-L-v AAA IRI"R II In ITI )/II I A/\r- II/'\A A[-^ IVI/11\I\+UV Vllrl I'^li,I�V /'.iv v�V-V:ivV / L rr/',n /1-)/1 nrr A A n )Ir \ QJ / / A IlTrrlrl n \ \ / YYrll I Z- ILL-V \ G \ Ir A n In IrTTE R I B j (7 n/, ULnlvl vL_ I I L_ I ILjL. 1vvV\n�liv 7� iu, I F\rll V 11,1 rr A 71 V v n II r\, n A n IIr1 / �w 0T A li r AAA \, n / \ � �I I A A n n l /,r-) n 1 n GI �� Div /�.:�� :V-i«V / \ i VL-L-IVIPIIV \7Lr\I'l L-L, v .. / A R jLTrl -pV7v;u.G.;0-.I.2. 72J / A A A\^\ILVAFI L-r +^R^F; \ \ v � ^ Dn I T r\n I n l/`I \,r-n TI A T I VIV IV\7ll I EEIV Irin 1 ni I ll- \ �,I /,n I/♦ T \ \ 40 'R�; �T G; ,R v FOUND 3/8" BRASS PIN IN CONC. C/) - A -,I - nl ;aa �n 0.89' BELOW GRADE w V /-' vvv"V VII IV (\I ^r-nl ^I Ir-)-)11 T INTX SE 19TH ST & PUGET DR SE OL SE v �HERR:L- I (JUNE 2022) A ,n '00 ;r,-„ \ ni v / "... .-.vlJ -u c \ EARTH SOLUTIONS NORTHWEST 15365 N.E. 90TH STREET, SUITE 100 REDMOND, WA 98052 CONTACT: KEVEN HOFFMAN PHONE: (425) 449-4704 TRAFFIC ENGINEER TRANSPORTATION ENGINEERS NORTHWEST 11400 SE 8TH STREET, SUITE 200 BELLEVUE, WA 98004 CONTACT: POPA PRATYAKSA PHONE: (206) 396-8286 STRUCTURAL ENGINEER (VAULT) TRACT/USE USE AREA (SF) TBD A DRAINAGE FACILITY 16,472 SF B TREE RETENTION 30,357 SF C TREE RETENTION 9,759 SF D TREE RETENTION 4,191 SF PUBLIC STREET 51,009 SF LOT AREA 108,987 SF DISTURBED AREA TOTAL AREA 220,775 SF 5.07 AC ±270,000 SF (t6.20 AC) LEGEND: �Q/ n I A I<' A n In .,I I T Ar1f!^ \ I TRA( Ivnr\/11VV 1 V 1 \r, UTILITIES/SERVICES: Q ,��, / / 1�l/ TREE RE1 WATER/SEWER: / CITY OF RENTON S� 1055 S GRADY WAY RENTON, WA 98057 (425) 430-6852 \� / 3r�y POWER/GAS: PUGET SOUND ENERGY 8001 SOUTH 212TH STREET n" �� n �'�"`" ^^ KENT, WA 98032 (253) 395-7065 \, CF REINTI /lnl vl I I VI I\Llv I Vlv A n1 `r,7 vV.1 _v4r,u rli Iv V�...1 IVv TRACT C TREE RETENTION PHONE: CENTURY LINK �7)23315 66TH AVENUE SOUTH KENT, WA 98032 (253) 372-5388 FIRE: CITY OF RENTON 1055 S GRADY WAY RENTON, WA 98057 (425) 430-6852 SCHOOL: RENTON SCHOOL DISTRICT # 403 300 SW 7TH STREET RENTON, WA 98057 EXISTING: PROPOSED: EXISTING: PROPOSED: © POWER VAULT -W - WATER LINE WLUMINAIRE (LUM.) SANITARY SEWER LINEPOWER METER POWER POLE - STORM DRAINAGE LINEJUNCTION BOX (AS NOTED)-cas cAs GAS LINE ❑ CATCH BASIN (CB) T(UG) TELEPHONE UNDERGROUND P(UG) POWER UNDERGROUND STORM MANHOLE (SDMH) ® P(OH)- POWER OVERHEAD SANITARY SEWER MANHOLE (SSMH) • X CHAIN LINK FENCE O BARBED WIRE FENCE GAS VALVE �� WOOD FENCE WATER VALVE (WV) N � ROCKERY RETAINING WALL C.C�C�FIRE HYDRANT (FH) � KEYSTONE WALL ® WATER METER� SIGN i ..........470------... CONTOUR (MAJOR)�w WELL----466.... CONTOUR (MINOR)0 GUARD POST (GPFP) GUARD RAIL/CABLE FENCE FLAG POLE (FP) °MAILBOX SURVEY MONUMENT (AS NOTED)PROJECT BOUNDARY LINE BENCHMARK - SECTION LINE SECTION CORNER (AS NOTED)RIGHT-OF-WAY • FOUND REBAR/CAP (AS NOTED) CENTERLINE FOUND LEAD/TACK - - PROPOSED LOT LINE CONCRETEEASEMENT LINE GRAVEL .........BSBL LINEPAVEMENT UTILITY CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 CITY REVIEW COMMENTS DATED 6/23/ 2 CITY REVIEW COMMENTS DATED 9/25/ BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 N5` ) N84'02'53"W 18.79' oy 44k �6'50'26"E 18.28' '9 1'50'14"W 78.12' 16 35 43 E 6.32 S140'57"W 72.04' I IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE AREA = 0.62 ACRES (27,000 SF) DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 2.85 ACRES (124,200 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 3.47 ACRES (151,200 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 3.47/1.79 ACRES = 0.74 Kin-roC ITE y -Loy � �s SE 157TH ST N SE 215i ST VICINITY MAP N 0 N 1. UTILITY CONFLICT NOTE: CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. MONUMENT PROTECTION NOTE: CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 1 CITY REVIEW COMMENTS DATED 6/23/ 2 CITY REVIEW COMMENTS DATED 9/25/ BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 N5` ) N84'02'53"W 18.79' oy 44k �6'50'26"E 18.28' '9 1'50'14"W 78.12' 16 35 43 E 6.32 S140'57"W 72.04' I IMPERVIOUS AREA: PREDEVELOPED IMPERVIOUS SURFACE AREA = 0.62 ACRES (27,000 SF) DEVELOPED NET NEW IMPERVIOUS SURFACE AREA = 2.85 ACRES (124,200 SF) TOTAL DEVELOPED IMPERVIOUS SURFACE AREA = 3.47 ACRES (151,200 SF) RATIO BETWEEN IMPERVIOUS COVERAGE VERSUS TOTAL GROSS AREA: 3.47/1.79 ACRES = 0.74 Kin-roC ITE y -Loy � �s SE 157TH ST N SE 215i ST VICINITY MAP N 0 N 1. TAX #: 202305-9067 2. SITE AREA PER ASSESSOR: ±271,904 S.F. (f6.24 AC) 3. SITE ADDRESS: 15509 116TH AVE SE 4. EXISTING USE: CHURCH 5. PROPOSED USE: 21-LOT SINGLE FAMILY RESIDENTIAL PLUS CHURCH LOT 6. EXISTING ZONING: R-8 (8 DU/ACRE) 7. EXISTING COMPREHENSIVE PLAN DESIGNATION: RESIDENTIAL MEDIUM DENSITY 8. REQUIRED MIN LOT WIDTH: 50 FEET 9. REQUIRED MIN CORNER LOT WIDTH: 60 FEET 10. REQUIRED MIN LOT DEPTH: 80 FEET 11. REQUIRED MIN LOT AREA: 5,000 SF 12. MIN LOT FRONTAGE: 80 PERCENT = 40 FEET (35 FEET ON CDS OR CURVE) 13. REQUIRED MIN. SETBACKS: FRONT: 20 FEET SECONDARY FRONT: 15 FEET (CORNER LOT) ALLEY LOAD FRONT: 15 FEET INTERIOR: 5 FEET REAR: 25 FEET (5 FEET AT CORNER LOTS) ALLEY LOAD REAR: 24 FEET (TO FAR SIDE OF ALLEY) 16. MAX IMPERVIOUS COVERAGE: 65 PERCENT 17. MAX BUILDING COVERAGE: 50 PERCENT 18. MAX BASE HEIGHT OF BUILDINGS: 24 FEET TO WALL PLATE / 2 STORIES 19. MAX FENCE/RETAINING WALL HEIGHT: 6 FEET 20. REQUIRED PARKING: TWO STALLS/LOT 21. REQUIRED LANDSCAPE BUFFER: 10 FEET AT PUBLIC STREET(S); 15 FEET AT DRAINAGE TRACT 22. REQUIRED YARD TREES: 2 TREES PER 5,000 SF OF LOT AREA (2 TREES PER LOT) 23. TREE RETENTION: 30 PERCENT OF EXISTING HEALTHY TREES (ARBORIST TO DETERMINE HEALTHY TREES) 24. SOIL TYPE: ALDERWOOD GRAVELLY SANDY LOAM (COR 1638) FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH AVE SE & 157TH ST (JUNE 2022) 'J Iry n1^nn1 I \,1 r SE 157TH ST ` / I � �_^ �. ��: �J . //JJ ���� J" ('J UVr;1v..v1v r� I L- .-. ( \`C/ > rJ, / '�J << U +VVLL_rIVhVIL'_ rq, - ,OA, pj LY c SHEET INDEX SE 19TH ST 1 OF 66 COVER SHEET 36 OF 66 WATER AND SEWER PLAN AND PROFILE - ALLEY Z 2 OF 66 GENERAL NOTES 37 OF 66 116TH AVE SE WATER PLAN AND PROFILE 3 OF 66 ROAD SECTIONS 38 OF 66 OFFSITE ACCESS ROAD SEWER PLAN AND PROFILE 4 OF 66 EXISTING CONDITIONS PLAN 39 OF 66 OFFSITE ACCESS ROAD SEWER PLAN AND PROFILE 5 OF 66 EXISTING CONDITIONS PLAN 40 OF 66 PUGET DR SE SEWER PLAN AND PROFILE 6 OF 66 OVERALL SITE PLAN 41 OF 66 WATER NOTES AND DETAILS 7 OF 66 HORIZONTAL CONTROL PLAN 42 OF 66 WATER NOTES AND DETAILS 8 OF 66 TESC PLAN 43 OF 66 SEWER NOTES AND DETAILS 9 OF 66 TESC NOTES AND DETAILS 44 OF 66 SEWER NOTES AND DETAILS 10 OF 66 TESC NOTES AND DETAILS 45 OF 66 TREE RETENTION PLAN - ONSITE 11 OF 66 DETAILED GRADING PLAN 46 OF 66 TREE RETENTION PLAN - ONSITE 12 OF 66 SITE CROSS SECTIONS 47 OF 66 TREE RETENTION PLAN - ONSITE 13 OF 66 COMPOSITE UTILITY PLAN 48 OF 66 TREE RETENTION PLAN - ONSITE 14 OF 66 INTERSECTION DETAILS 49 OF 66 TREE RETENTION PLAN - OFFSITE 15 OF 66 ADA AND CUL-DE-SAC DETAILS 50 OF 66 TREE RETENTION DETAILS 16 OF 66 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A 51 OF 66 TREE RETENTION DETAILS 17 OF 66 ROAD AND DRAINAGE PLAN AND PROFILE - ROAD B 52 OF 66 TREE RETENTION DETAILS 18 OF 66 ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY Z 19 OF 66 116TH AVE SE PLAN AND PROFILE LANDSCAPE PLANS 20 OF 66 116TH AVE SE PLAN AND PROFILE 21 OF 66 LOT 21 PLAN 22 OF 66 DETENTION VAULT PLAN AND PROFILE 23 OF 66 DETENTION VAULT PLAN AND PROFILE 24 OF 66 DETENTION VAULT AND WATER QUALITY DETAILS 25 OF 66 OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE 26 OF 66 OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE 27 OF 66 OFFSITE UTILITY ACCESS ROAD DETAILS 28 OF 66 PUGET DR SE PLAN AND PROFILE 29 OF 66 PUGET DR SE PLAN AND PROFILE 30 OF 66 ROAD AND DRAINAGE NOTES AND DETAILS 31 OF 66 ROAD AND DRAINAGE NOTES AND DETAILS 32 OF 66 ROAD AND DRAINAGE NOTES AND DETAILS 33 OF 66 ROAD AND DRAINAGE NOTES AND DETAILS 34 OF 66 WATER AND SEWER PLAN AND PROFILE - ROAD A 35 OF 66 WATER AND SEWER PLAN AND PROFILE - ROAD B 5 RK 9/26/25 TJS SURVEYED: SCALE: 5 ANG 1/5/25 TJS DESIGNED: 1 "-80r RK DRAWN: RK 51 OF 66 LANDSCAPE PLAN INDEX AND PLANT SCHEDULE 52 OF 66 LANDSCAPE PLAN 53 OF 66 LANDSCAPE PLAN 54 OF 66 LANDSCAPE PLAN 55 OF 66 OFFSITE LANDSCAPE PLAN 56 OF 66 LANDSCAPE NOTES AND DETAILS 57 OF 66 LANDSCAPE DETAILS ONE INCH CHECKEDBJT AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY TJS WATER UTILITY JValdez 02/09/2026 CALL BEFORE YOU DIG: 1-800-424-5555 HORIZONTAL NAD 1983/2011 CITY OF RENTON DATU M Planning/Building/Public Works Dept. WALL PLANS 58 OF 66 ROCKERY DETAILS AND NOTES 59 OF 66 LOCK AND LOAD WALL DESIGNS AND NOTES 60 OF 66 LOCK AND LOAD TYPICAL DETAILS 61 OF 66 LOCK AND LOAD TYPICAL DETAILS ILLUMINATION PLANS 62 OF 66 ILLUMINATION PLAN 63 OF 66 ILLUMINATION PLAN 64 OF 66 ILLUMINATION DETAILS 65 OF 66 ILLUMINATION DETAILS 66 OF 66 ILLUMINATION DETAILS REGIONAL FIRE AUTHORITY 1 APPROVED p cthomas 02/09/2026 ygAf EE>�� 0 N 3 k Q- OF WAS/// o Z �100241,� �� /pNA LT � 1/6/26 J O rJ v � C (1) - � � t pf �O m C � i W (V N M 0 < 05 m N : >Q �# > j I.. C LO +-+ f V cMa 00 V O � Y N r R-43600 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGIL Surface Water Enginering u H • H N Q J C)0 C) N r�7 HBray 02/05/2026 jfarah 02/05/202600 W N N WASTEWATER UTILITY �' CURRENT PLANNING %- Q N AMorganroth jstowell 02/05/2026 02/05/2026 DATE: Z COVER SHEET 1/6/2026 z O FIELDBOOK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: A OF` 66 = m