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HomeMy WebLinkAboutzR-4360set0 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 GENERAL NOTES FOR I 0 Lu W CD 0 rr z 0 75 Q n, Q Ln N O N \ N 0) E \ 0 Wel 00 N N N / 00 N N N / O CD CD N N !Z H Q) a i-I GENERAL SITE DEVELOPMENT NOTES: 1. THE GENERAL CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 2. GENERAL CONTRACTOR SHALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. 3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE UTILITIES WITH EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE OR SHOWN ON RECORD DRAWING PROVIDED BY OTHERS ARE SHOWN HEREON. EXISTING UNDERGROUND UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. SOME UNDERGROUND LOCATIONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC RECORDS. BARGHAUSEN CONSULTING ENGINEERS, INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF PUBLIC RECORDS OR RECORDS OF OTHERS. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT THE CITY AND BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 5. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. 6. INSPECTION OF SITE WORK WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE GOVERNING JURISDICTION. INSPECTION OF PRIVATE FACILITIES WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY THE CONTRACTOR SHALL CONTACT THE AGENCY AND/OR UTILITY INSPECTION PERSONNEL AND ARRANGE ANY REQUIRED PRE -CONSTRUCTION MEETING(S). CONTRACTOR SHALL PROVIDE 72 HRS MIN. ADVANCE NOTIFICATION TO OWNER, FIELD ENGINEER AND ENGINEER OF PRE -CONSTRUCTION MEETINGS. 8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORKER AND SITE SAFETY AND SHALL COMPLY WITH THE LATEST OSHA STANDARDS AND REGULATIONS, OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE "MEANS AND METHODS" REQUIRED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTITY THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHING PROCEDURES. 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. 10. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ALL ADJACENT PUBLIC AND PRIVATE PROPERTIES AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITY SERVICES THAT ARE TO REMAIN OPERATIONAL WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 11. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. ONE (1) SET WITH RECORDS OF AS -BUILT INFORMATION SHALL BE SUBMITTED TO BARGHAUSEN CONSULTING ENGINEERS, INC. AT COMPLETION OF PROJECT. 12. GENERAL CONTRACTOR SHALL OBTAIN SERVICES OF A LICENSED LAND SURVEYOR TO STAKE HORIZONTAL CONTROL FOR ALL NEW IMPROVEMENTS. STAKING CONTROL SHALL BE TAKEN FROM ELECTRONIC PLAN FILES PROVIDED BY BCE. HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SOILS REPORT NOTES: 1. THE FOLLOWING SOILS REPORT FOR THE SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS: SOILS REPORT: GEOTECHNICAL ENGINEERING STUDY HARMONY RIDGE PROJECT NUMBER: ES-8888 DATE: JULY 3, 2023 PREPARED BY: EARTH SOLUTIONS NW, LLC 15365 N.E. 90TH STREET SUITE 100 REDMOND, WA 98052 (425) 449-4704 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF THE SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB, AND PAVING CONSTRUCTION. 3. ANY PROVISIONS OF THE SOILS REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSWHERE ON THESE DRAWINGS, OR WHICH REQUIRE FURTHER CLARIFICATION, SHALL BE BROUGHT TO THE ATTENTION OF THE CITY AND ENGINEER FOR DETERMINATION. 4. A REPRESENTATIVE OF THE SOILS ENGINEER SHALL BE AVAILABLE TO OBSERVE AND APPROVE THE EARTHWORK OPERATIONS AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS CERTIFYING THAT THE METHODS AND MATERIALS OF THE EARTHWORK OPERATIONS WERE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE SOILS INVESTIGATION AND THAT THE WORK WAS PERFORMED TO HIS/HER SATISFACTION. 5. THE SOILS ENGINEER SHOULD BE NOTIFIED AT LEAST FIVE (5) WORKING DAYS PRIOR TO ANY SITE CLEARING OR GRADING. 6. SOILS PLACED IN STRUCTURAL AREAS SHOULD BE PLACED IN LOOSE LIFTS OF 12 INCHES OR LESS AND COMPACTED TO A RELATIVE COMPACTION OF 90 PERCENT, BASED ON THE LABORATORY MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD (ASTM D-1557). FOR SOIL PLACED IN UTILITY TRENCHES UNDERLYING STRUCTURAL AREAS, COMPACTION REQUIREMENTS ARE DICTATED BY THE LOCAL CITY, COUNTY, OR UTILITY DISTRICT, AND IN GENERAL ARE SPECIFIED AS 95 PERCENT RELATIVE COMPACTION. STRUCTURAL FILL PLACED WITHIN THE UPPER 12 INCHES OF SLAB -ON -GRADE AND PAVEMENT SUBGRADE AREAS SHOULD BE COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 95 PERCENT. GEOTECHNICAL NOTE A QUALIFIED GEOTECHNICAL ENGINEER SHALL OBSERVE THE FOLLOWING ITEMS DURING CONSTRUCTION: • SITE STRIPPING • STRUCTRUAL FILL PLACEMENT • ROCKERY EXCAVATION, DRAINAGE INSTALLATION • LOCK AND LOAD RETAINING WALL CONSTRUCTION, GRID PLACEMENT, BACKFILL, DRAINAGE INSTALLATION • DETENTION VAULT EXCAVATION, SUBGRADE, BACKFILL, DRAINAGE INSTALLATION • UTILITY TRENCH BACKFILL • ROADWAY, CURB, SIDEWALK SUBGRADE. THE GEOTECHNICAL ENGINEER SHALL SEAL AND CERTIFY ALL ROCKERIES AND RETAINING WALLS REGARDLESS OF HEIGHT ON THE CONSTRUCTION PLANS AND PROVIDE LONG TERM MAINTENANCE RECOMMENDATIONS FOR FUTURE HOMEOWNER FIRE SPRINKLER NOTE AN APPROVED RESIDENTIAL FIRE SPRINKLER SYSTEM WILL BE REQUIRED FOR ALL NEW SINGLE-FAMILY RESIDENCES THAT WILL HAVE OVER 3,600 SQUARE -FEET OF GROSS BUILDING AREA (THIS APPLIES TO LOTS 12-17 ONLY. ALL OTHER LOTS WILL HAVE A GROSS AREA LESS THAN 3,600 SQUARE -FEET.) 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►81 REVISION HEARING EXAMINER CONDITIONS: 1. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT CLEARLY IDENTIFIES THE UTILITIES AND LIGHTING IN THE PLANTER STRIPS WITH STREET TREE SPECIES SELECTED FROM THE CITY APPROVED STREET TREE LIST. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 2. THE APPLICANT SHALL PROVIDE A MINIMUM FIFTEEN FEET (15') OF PERIMETER LANDSCAPING IF ANY PART OF THE VAULT IS ABOVE GROUND, OR IF ANY OPEN DETENTION SYSTEM IS UTILIZED. IF REQUIRED, THE LANDSCAPING SHOULD CONSIST OF NATIVE LARGE SPECIES EVERGREEN TREES AND COMPLEMENTARY UNDERSTORY. IF NEEDED, THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES A PLANT SCHEDULE FOR THE STORMWATER TRACT SCREENING OUTSIDE OF THE FENCING AREA CONSISTING OF DOUGLAS FIR, WESTERN RED CEDAR, AND WESTERN HEMLOCK WITH ASSOCIATED SHRUBS AND GROUNDCOVER AS DETERMINED BY THE CURRENT PLANNING PROJECT MANAGER. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 3. THE PROJECT SHALL COMPLY WITH THE 30% TREE RETENTION RATE AS REQUIRE PER RMC 4-4-130.H.1.A. ALTERNATIVELY, THE APPLICANT SHALL SUBMIT A DETAILED JUSTIFICATION LETTER DOCUMENTING CONFORMANCE WITH AT LEAST ONE ( 1) OF THE FOUR ( 4) CRITERIA OUTLINED IN RMC 4-4-130.H.1.E. THE DETAILED JUSTIFICATION LETTER SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 4. THE APPLICANT SHALL SUBMIT A PARKING ANALYSIS FOR THE EXISTING CHURCH AND SCHOOL ON PROPOSED LOT 22 THAT DEMONSTRATES COMPLIANCE WITH THE PARKING STANDARDS IN RMC 4-4-140. THE ANALYSIS SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 5. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERIES PLAN ( IDP) PREPARED BY A QUALIFIED PROFESSIONAL WITH THE CIVIL CONSTRUCTION PERMIT FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT A NARRATIVE DESCRIBING HOW THE FUTURE LOTS WILL COMPLY WITH THE LOT CONFIGURATION REQUIREMENT AS OUTLINED IN RMC 4-2-115.E.1. THE NARRATIVE SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 7. LOTS 1 THROUGH 12 SHALL UTILIZE A PUBLIC ALLEY FOR ALL VEHICULAR ACCESS. NO CURB CUTS FOR LOTS 1 THROUGH 12 SHALL BE ESTABLISHED ON 116TH AVE SE OR FUTURE ROADS A OR B. 8. THE SECONDARY ENTRANCE TO FUTURE LOT 22, LOCATED ON FUTURE ROAD A, SHALL MEET ONE (1) OF THE FOLLOWING: A) RELOCATE THE ENTRANCE WESTWARD TO ALIGN WITH FUTURE ALLEY Z; OR B) CONVERT THE ENTRANCE AT THE CURRENT PROPOSED LOCATION TO A GATED SECONDARY FIRE EMERGENCY ACCESS AS DETERMINED BY THE RENTON REGIONAL FIRE AUTHORITY ( RRFA); OR C) ELIMINATE THE ENTRANCE IF DETERMINED TO BE UNNECESSARY FOR VEHICULAR CIRCULATION AND ACCESS BY THE PUBLIC WORKS PLAN REVIEWER. RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 19w HORIZONTAL: NAD 1983/2011 DATU M 9. THE APPLICANT SHALL SUBMIT A PHOTOMETRIC STUDY AND STREET LIGHTING PLAN PER CITY STANDARD AT THE TIME OF CONSTRUCTION PERMIT REVIEW. 10. IF THE APPLICANT CONVERTS THE STORMWATER VAULT WITHIN TRACT A TO A STORMWATER DETENTION POND, IT SHALL BE CONSIDERED A MAJOR PLAT AMENDMENT SUBJECT TO THE REQUIREMENTS OUTLINED UNDER RMC 4-7-080M.2. IF UTILIZED, THE STORMWATER VAULT BE LOCATED ENTIRELY BELOW GROUND. ENGINEERED CONSTRUCTION PLANS SHOWING THE VAULT ENTIRELY BELOW GROUND SHALL BE SUBMITTED TO THE PUBLIC WORKS PLAN REVIEWER AT THE TIME OF CONSTRUCTION PERMIT REVIEW FOR REVIEW AND APPROVAL. 11. THE APPLICANT SHALL SUBMIT AN UPDATED SITE PLAN THAT INCORPORATES A MINIMUM FOUR FOOT 4') WIDE PEDESTRIAN PATHWAY IN TRACT B THAT CONNECTS THE STREET FRONTAGE IMPROVEMENTS OF FUTURE ROAD B TO 116TH AVE SE. THE DESIGN FOR THE PEDESTRIAN PATHWAY CONNECTION SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 12. THE APPLICANT SHALL INSTALL ALL REQUIRED STREET FRONTAGE IMPROVEMENTS ON THE PORTION OF 116TH AVE SE ADJACENT TO PROPOSED LOT 22 ( CHURCH SITE) WITHIN TWO ( 2) YEARS OF PRELIMINARY PLAT APPROVAL, UNLESS AN ALTERNATIVE SCHEDULE IS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 13. STREET NAMES SHALL BE APPROVED BY THE CITY AND STREET NAME SIGNS SHALL BE INSTALLED IF REQUIRED BY CITY STAFF. 14. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE. 15. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE DEPARTMENT. 16. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LANDOWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. 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CITY OF RENTON, KING COUNTY, WASHINGTON 31'f-49'f EX R/W 1 _ EX 4'f EX 5't PLANTER WALK VARIES ------ I I I --- FULL LANE WIDTH 2" GRIND AND OVERLAY 116TH AVE SE FRONTAGE ROADWAY SECTION NOT TO SCALE (MINOR ARTERIAL) STA 36+57 TO 39+53 R AD 48't EX R/W 23.7't-25.2'f EX R/W 22' EX 15.7'f Ga VARIES VARIES� FULL STREET WIDTH 2" GRIND AND OVERLAY 116TH AVE SE FRONTAGE ROADWAY SECTION 22.6'f-23.7'f EX R/W 22' NEW 6.3'f EX 15.7'f PAVEMENT EX 18'f PAVEMENT EX 4'f EX 5'f PAVEMENT PLANTER WALK 1' � w w z LL J O U U Q 2.0% ---_----- --__-- -- --- — c-- 116TH AVE SE FRONTAGE ROADWAY SECTION ROAD 27.4'f EX R I EX 4'f 1 EX 5't PLANTER T WALK NOT TO SCALE (MINOR ARTERIAL) STA 40+48 TO 42+30 STA 43+15 TO 43+84 ROAD 33.5' R/W 27.4' f EX R/W 11'f 22.5'f Z R/W DEDICATION EX R/W 22> w J z 5' 6' NEW 6.3'f EX 15.7'f PAVEMENT EX 18'f PAVEMENT EX 4'f 1 EX 5't J WALK PLANTER PAVEMENT PLANTER WALK 1 I � w 2 w z 11I II II--_ 1 Mqk o -1I I I —I I I 2.0% III III=III= 6" -III=—III=11_I= ,:...., ._.::: .::.....:.:.. • 1 o X Q _ — -II_I�jI=III=III==III=— III=III=__ '�qX ww N_----------------- —_ -- _— I=11 11111111=III 11111=III 111111 111= 2— — — — — — _ T=---- — i 4" THICK CEMENT I =111 _111=� �1 11=111—I� III ,III ,, 1-11_I- CONCRETE SIDEWALK WITH — ll_III- 4" CRUSHED ROCK BASE 116TH AVE SE SIDEWALK TO MATCH FF OF EXISTING BUILDING FRONTAGE ROADWAY SECTION 6" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE NOT TO SCALE (MINOR ARTERIAL) STA 42+30 TO 43+15 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS SURVEYED: 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: BENCHMARK DRAWN:RK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED: BJT HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N0. REVISION BY DATE APPR APPROVED: NAD 83/ 11 NAVD 88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 TJS 26.5' 58' WALK PLANTER w z J D 6"- 2:1 MAX. v 0 4" THICK CEMENT CONCRETE SIDEWALK WITH 4" CRUSHED ROCK BASE R/W 26.5' 20% 3' 6" COMPACTED DEPTH HMA CLASS B ASPHALT J 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS ROAD A, ROAD B RESIDENTIAL ROAD SECTION NOT TO SCALE 6" COMPACTED 1 1/2" Cl COMPACTED SUBGRADE, FREE OF FINL ALLEY Z RESIDENTIAL ROAD SECTION R/W NOT TO SCALE ALIGNMENT 7.5' I 7.5' 6" COMPACTED DEPTH HMA CLASS B ASPHALT 1 1/2" COMPACTED DEPTH TOP COURSE 4 1/2" BASE COURSE COMPACTED SUBGRADE, FREE OF FINE GRAINED OR ORGANIC SOILS OFFSITE UTILITY ACCESS ROAD NOT TO SCALE 8' 5' PLANTER WALK w z J o- O N S k Q- OF WA Syi Q _A o z 100 410 G1 STO, sION A L ENG 1/6/26 J O J v L C 0 7 t � � C � m i W (V N M C Q 00 -00)N N is C>QN i Ln a-7 j N cMv rO, W V a) Y N r N N N O O LO N LJ H • H O O 0 N r�7 R-436003 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 00 HBray 02/05/2026 0) W Cy CALL BEFORE YOU DIG: 0 N 1-800-424-5555 pC O Z SCALE: DATE: N/A HORIZZOONnTAL NAD 1983/2011 ROAD SECTIONS 1/6/2026 z m CITY OF FIELDBOOK: O O RENTON PAGE: ONE INCH DATUM ® HARMONY RIDGE DRAWING N0:Lu u HARMONY RIDGE FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA, CO., LTD IIr IF NOT ONE INCH SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 S" T` 3 °F' 66 = pp I I Lu uj 0 rr z 0 75 rr a U Q Ln 0 Q0 N CD N Q Iv E W 0 U 00 rn N N N Q) Q) Q) i 00 N N N rn 0 0 CD N N a i.7 N s I LEGEND CONDITIONS PLAN " —"—"—x-x (COR 0326) FOUND BRASS PIN IN C:B.. STp..GRATE TYPE II 48" / \ 4X4 CONC. 0.67' BELOW (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) GRADE IN MONUMENT SURVEY MONUMENT AS NOTED FOR RIM=452.72' CASE INTX SE 16TH ST ( ) 12" CNC IE N=447.62' & EDMONDS WAY SE ¢ SECTION CORNER (AS NOTED) HARMONY RIDGE 8" .CNC IE E=447.92......... II (JUNE 2022) SET REBAR/CAP (AS NOTED) 12" CNC IE S=447.64' '0 � III = \ o FOUND REBAR/CAP (AS NOTED) CB STD GRATE TYPE SET 2"X2" HUB/TACK LINE STAKE A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. N46•5o26E 18.28 MAG/WASHER OR LEAD/TACK (AS NOTED) 7 7 7 RIM=452.64 BENCHMARK GATE 8" CNC IE W=448.39' CITY OF RENTON KING COUNTY WASHINGTON PSE EASEMENT I LUMINAIRE (LUM.) 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JBOX ® �� FIRE HYDRANT(FH) / CONNECTION(FDC) 0 \ 7 ' WATER MANHOLE L� ♦ \ ° Q REMAIN c : is - - cl WOOD FENCE EB WATER METER J�`♦, �- ° GATE . RD �- �r- 0'18 33*W 6.32 ^ BLOW -OFF / AIRVAC SHED vF r�EivTOiv ' ' 6'a - -- - - - M 00 f MONITOR WELL ♦ A ' o . )�� 202305-9109 }COLUMN I gD R ;_ 4 6... ; M I'' POWER POLE SIGN N84 02 53"W 18.79 ♦ X,� �� ° ! D IRRIGATION SPRINKLER -AT .-MINI : LIBRARY M > W/LUMINAIRE & °r <�n✓ / ° �Y : DIRECTIONAL ARROW Q�♦, Q SO ° d : COLUMN I J N UG WIRE DROP 's / \ O d 8 RE IP BLDG JBOX X FENCE \'. oBOL R RAP to CHAIN LINK ♦,� !� ��� ,,\_ / \�:. ° N AFNS 9405120411 _ w !' MAIN `V Rp WOOD FENCE !,: / _\� ° `I� MONUMENT SIGN f ~ HOGWIRE FENCE ♦, cr / ° ° Q O Q0 Q0 co RQ POWER POLE / IA/1 grrrl[-I \_ EX OFFSITE .. Q O � � � d- er RD �i _ ON CONC. PAD ' SILT FENCE p- POWER POLE ARM ♦, \ / C'A1,VVC' ITl _Vrl^'� _�o� TREES (TYP) {'� Q POWER :� I � O METAL/IRON FENCE \,•/A I, Y//\\` "' GUARD RAIL CABLE FENCE UL_AI VIVL I I E R 11F, '� —� - _ � METER ..ICOLUMN p(pH) ♦ \ nr 1, r ,V = 442 �OQ� O N HARMONY RIDGE PHASE 1 I;I �� / c ° ° J RIP 20250829000451 h roy� POWER POLE ARM WATER LINE ♦ y a O N A VE — c— c— GAS LINE C. 4p..:. � �0 � e� I� !' J- - - - - - - - - - - - F°' 4 6Q ,.. tin .' \q STEAM— STEAM LINE ♦ V - �/ y _Q �'. Q N GASAP R GAS V L �o v SHED \......43& _ ( ) _ \ — — ) ) J Q E � . � ';;tea BO L I I� ti� T(xx> \..� ' A Q � FAUC T TYP: METER •- DER _ I TELEPHONE LINE (OH) OR HUG / Q O — c —� � B STD GRATE OR o 60 � c — c — c �°c_ N° ' c c , P(xx) POWER LINE (OH) (UG) STn"�1_E` DA"�IE�_+ / '�.. Q POWERQCONDUIT / SSCO } C --SD-- STORM LINE ° O. -.' O V I vIn I n / : 458... / I: �— O. Lu o RIM=454.79 ss SEWER LINE D �n �.-, .-,n O , = z I.z. A -,)I,1 730-0 , !' _ V .,V- I«V / ° N ° 0... Q pL'� S89'28'36"E 85.4T SSCO 8" CNC IE W=451.69' � ROCKERY V / \.......... ROOF DRAIN o p'�' (RD) (TYP.) / C� " CV .m CB STD GRATE KEYSTONE WALL Q fl LOT LIGHT �A=90 03 52 WOOD FENCE : C°J `X O "� O / ~ - RIM=454.89' DECIDUOUS TREE \ : - AAI1-,�,I I^,rr IAAAr^ \u � SO Q Q ��Q. / w�.. (TYP.) � � R=25.00 �� � g �:-�� \ VIVh nr\L� j A I IC : h / ;' I a 12 CNC IE N=450.79 CONIFEROUS TREE s O - .3 :. M LBOX L-39 0 '. " ro Q 4 PVC IE • • 8 DI IE E=450.85 P \ I\ v aDc Q / S :1612"W 48.16 !I , TREE DRIPLINE + S A R A �; .- �L F Q N=452.86 . n �,n1 -,ZGu ;n_���,n /N .. Q "�G. / • ' ' �° - CONCRETE / \ \8 S1 Q. S89 20 56"W 67.66 a. Q( Q_.. Or / \\ \ \ // / / AIVI„ /r A \/\, ..`. •.:: ......... - BASKETBALL'. . BAStETBALL : � II --- -- GRAVEL/ SAND (AS NOTED) ) O HOOP ASPHALT SIG........... ...QO (TYP:) SSMH TYPE II 48" ° . 446................O BUILDING LINE 44- s �'.Q Q G IL-I1V.7VV 4� . .... STEPS /RIM=455 55' ° ° -0.Opl VlI12 DI IE N- 444.19pQ ABBREVIATIONS ..................... QO .... Q Q O 8" DI IE W=444.59' 0 N o C Q O -. AI' ) — (R#) REFERENCE SURVEYS �� S \ / \ �� S.C........ IRRIGATION (TYP.) A E W A S / 12" DI IE S=444.35' �, c 8' SLOPE (OH) OVERHEAD \ O Q ( ) UNDERGROUND O OPE EASEMENT 1 ;; boy MAILBOX �S .... 4 RR O O J UG ITI WATER O AFN 6529 POWER POLE sQ O . \� TRELLIS Q �...... 9 \ (TYP) TYPICAL Q d Q W/TRANSFORMER & 25 METER(X3) _ Q. QQ AREA OF WOOD r ` SHED 6 IRE 44 Y LUMINA (C) CALCULATED I .,.��. ........... .....POSTS EACH WALKWAY WALL � � Q WAL � I 0 C j .. O Q. Q....... ( (1 HIGH O'. MAILBOX (M) MEASURED MAILBOX IN CONC.) `° -•' .. Q ° / > /.\I �"rAl ^I Ir--)-)II T :. '0 �44. OO'. ° a ,oa , O Q 4 QQ Q z C FOUND REBAR/CAP Q Q� / � �.. / :• 0_ .. Q hti D QQQ(JUNE 2022) LOT QO fWaQ a�OO Q Q QLIGHT CO� a Ld EXISTING Q C4BUILDING WOOD FENCE .....Q ......O O II 3 Q = o I ,` O IN'A!A A Ir% /V1rAfA Kr VI I 0 GAS METER QO �7 °O Q o a: Q ....... QQ QQ:Q I T. Q O , a Q QQ Q� Q. Q N �^, O O ..............0Q W A. 0 r` / v�Vlvv \,r1G.) 1 Cr\ / ��V: Q Q : 0: flOf 9� AI ill- O ti V I ��� O :; ?? Q .Q 'PQ�Oa Q ..... O CAI: " I{ `S xSHED O KEYSTONE WALL 6� 0 / V % O nlr�U^rIAI L. . :n Q A n,VU)^1L_ 1 OCQD EX 1IAI O R/W N I X. / MRN' v UU FOUND 1 LP, Q (D 0Q VARIES .. 0(JUNE 022) QQ 5' AERIAL 0Ln FOUND 5/8" REBAR/CAP E5615593MEI` SBVP 17676%Q Q QQQFN Q FOUND 1/2OLE wa (JUNE 2022) Q REBAR/CAP I ;. i)ARK KIVV I EE / O CUY PQLE (y+��)"J ��/�^tA� LUND LS 16218 n L.L/\nIVVLh / \:� CO �✓'"' O Y ` �. 54'.. (JUNE 2022) �.. A;)I� QQ ° GATE Q O O MAILBOX POWER POLE W/TRANSFORMER WATER METER (TYP.) POWER POLE ARM MAILBOX POWER POLE W/BOX POWER POLE ARM POWER POLE W/LUMINAIRE CB STD GRATE RIM=451.33' 8" CNC IE SW=449.78' CB STD GRATE RIM=451.64' 12" CNC IE N=447.79' 12" CNC IE E=445.44' 8" CNC IE W=448.29' 12" CNC IE S=445.48' I HYDRANT " � GATE PLAT BOUNDARY N89'54'07W 425.00' SHED - I � ;: OH)_ TYP.) R-436004 FOUND 5/8 REBAR/CAP / SHED I I ��I I I EDGE OF DECK B-T 963 4 rr-)/,1 n A 1 /In Al I /\I IAI I I!\,I r N wv __w I Eh\711.)VIV Vn VIV IV / Arrr^)^nAl I UVrII V.)VIV f\IL_L_ \ / - r1 1/ KER A A "GE A I - I - I n l I Lh...`.VI V - - (JUNE 2022) A[)AI ;uu;/ /,�/1 / V f L, n1,.7LL_n A/,I!^nA1 rAIlI\,AII ARmI ll1 \,A^ ,Il,-. r rrll _ r1 II/ - IN COMPLIANCE WITH CITY OF RENTON STANDARDS / ni 1V /uQQ V-IV.,I Un\.,I \.iVIV I nr\I I nrl n \n I nlVl I n.)VI\V I!_AIA I- ) r1 A1n Ir U+VVEL_r1VhVl L_ \ A -,A I 1uu ,n qn-�n I J I I r\L1 VI V_ I r1 h+LL.m I vt_ I SS ni IV %., .. .,uV-IV/V ALAI ;VV Zn gnhn A-, r.I '�VV ;n an,rn A[)AI '1VV ;n �n ;nSSS: /'.,.,., -') Iu_u n� ,' /.,....,1,V-IVJV PIN -�:vv :n qn`n nIv /,, ., .,.,V IVvV I rn n� Iv SSMH TYPE II 48" I RIM=453.07' CB STD GRATE _ __ _ _ DEVELOPMENT ENGINEERING RIM=4521' ----- %+ IL o 0 *1 01STER �- A L 1/6/26 J O J v � C � � 7 .� Z3 0 t Im i Ln Z Lu c N M i � 0OOiN � N C > Q lD Ln +_T j N i O I V c c °0Y!� Ld N O Ln N X, N Q J H H H N I I 12" DI IE N=442.82' g" CNC IE E-450.95' I 00 12" DI IE _ HBray 02/05/2026 0) 12" DI IE S=442.87' - - - _ _ - - FOUND LEAD UJ N (COR DE IN &TACK CD N CALL BEFORE YOU DIG: FOUND BRASS PIN 0.76' BELOW GRADE N (JUNE 2022) 0 N 4X4 CONC. MONUMENT IN MONUMENT 1-800-424-5555 CASE AT INTX 116TH AVE SE & 157TH ST O (JUNE 2022) Z 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS suRvElm: SCALE: __ ATE: 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1 /5/25 TJS DESIGNED: KA 1 "=50' " ONTAL- HAD 1983/2011 CITY O F EXISTING CONDITIONS P LAN 1 /6/2026 z O BENCHMARK RK 'R RENTON PAM, DRAWN: per' O Cr LLJ DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK ONE IN DATUM HARMONY RIDGE DRAWING NO. MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH cHECKEDBJT AT FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA CO. LTD HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) IF NOT ONE INCH , , Q V NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 NO. REVISION BY DATE APPR APPROMTis : SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE` 4 OF`66 = m EXISTING CONDITIONS PLAN LEGEND LEI Lu 0 z 0 75 rr Q a U In Q rn O LC) N C) N Io N E 0 0 00 0) N N N Q) Iv Iv / 00 N N N / rn CD CD DATUM HORIZONTAL DATUM: VERTICAL DATUM: NAD '83/' 11 NAVD '88 0 25' 50' 100' SCALE: 1 "=50' 12" ADS CULV NE =415.48' WOOD LIGHT FENCE JBOX (COR 0784) GATE N FOUND 3/8" BRASS PIN IN CONC. 0.89' BELOW GRADE 41.6 _ . INTX SE 19TH ST & PUGET DR SE (JUNE 2022y r i_ LIGHT JBOX. - G G— G G G G — UG TUG T G - JBOX 12" CNC CULV NE. =412.67' 41-4 -- o_ o PR)"NT \'I'RY S WOOD A [)AI-1VV1n nn�n ^' '• �� "-"""' FENCE WATER II N METER II _ & DCVA II I F•- IIII CB STD GRATE RIM=416.74' 12" CNC IE NE=413.74' II II W 12" CNC IE SE=413.39' II N 12" CNC IE SW=413.24' FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON RCL_L_IN\7 IF;IL_L.S EX 16" CI WATER II "/' � I1/lk�IVIL_ _ A I" r1\.; IL.L90 ROLLING HILLS 41 TEL VAULT A.)A 1uur,n 0860 ni IV /„v vtV-V.�vV PRESSURE ZONE SSMH RIM=417.72' EX 12" DI WATER 8" CNC IE SE=411.67' ROLLING HILLS 590 8" CNC IE NW=411.57' PRESSURE ZONE LIGHT JBOX WATER MH EX R W CULV NE 12" ADS CULV SW ,� _CNC =432.28' (BURIED) _ / -418.09 / . 2 8- A. 3. 0. WATER MH T(OG') W ....:: T%G) .:T(UG) _::..... ..": (UGj....... - 7 UG) �....... T(U T(UG .... -W-=-----�INJr--- .. � 3 PUGET DR SE HT — -GAS MARKER —,r__- — — - LIGHT - - ,aox JBOX POST A x LIGHT JBOX - G_ G G- =G- (} : T(UG) .r(uc T(UG) T(u) �i�d�--�faerXY—u�r}uG) P u ... .p(UGJ.: P(UG) UG) PUG .. (UG). ........ P.(UG)....... . _ (� P(UG) ....... .......... ........... _ WATER MARKER POST 12" CNC CULV SW =433.73' (BURIED) WATER MH— HYDRANT w ------ ----W---��- F\VL.L_IIV\7 'II I A /\r I Ink If V IL_ L.n\7 L_ r1\JI VILv 0 x LLI P(UG) P(UG) - .. P(UG) P(UG) - G - o EX R. o rr rr 1....... ..... V W EX R/W — rr 12" CNC CULV SW / I7R@ 8" DI CUL SW12" CNC CULV SW=425.50' I 12" CNC CULV NE / POWE436.86' CB STD GRATE I - "=433.26' VAUL_ -417.49 12 CNC CULV NE I 1$" DI CULV NE L RIM=416.82' I I=424.83' 12 CNC CULV SW / WOOD A�I.=.IVI 2^V 2,35 un 5-9^u9 12 CNC IE SW=414.32 I I=433.74 / FENCE 0 WATER METER I I Tr/-\nn-)n nrr MAR: A R: I 1 Lvvvhv vLL Ivinr\IL A -,,A I n T A TIC �, A TR:"K D 440 �' LKLn I IL i n I r\I\�I \ EX OFFSITE : �/ TREES (TIP) & DCVA ; )I II I k I A A I /. ['L-) A I n ` VL. L.I VInI V vLl \nL.v I n va I\/r,.,.�..ee A n V9 ;^—'17.r, n` 1 v 73 . 0 1250 I / _ I A /yam r'TI I I V\7V I c- Ljnu .' ..' L R+j'u VITr� 1 IVI I Q( `-. R v \ LKL I r1 v TLC) A A 1 I n A /NA I / -`I A I ' ") n ... T /\A 1 A I/\I I\/rA I TI I A T _ A[ A I n n 399 3G— 0 I I \nl V rl V n\71 V I A I - n q n I 1)A 1QV 1n O ni I V / Div vvV— I VI V I V\7V I LI V I r1n l nRN' /' 12 F)A nl I v / . lJ- 1­ 1J SEE CONTINUATION ON SHEET 4 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, BENCHMARK TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONIC. MONUMENT IN MONUMENT CASE AT INTX 116TH SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 NO. REVISION RK 9/26/25 TJS suR M: IKA ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BY DATE APPR I APPRmm: TJS SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 19W/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON ["OR Planning/Building/Public Works Dept. (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) &� SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (AS NOTED) o FOUND REBAR/CAP (AS NOTED) ❑ SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) Cam❑ YARD LIGHT ORNAMENTAL LIGHT o TRAFFIC SIGNAL LIGHTS O POWER METER POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ❑ CATCH BASIN (CB) 0 STORM MANHOLE (SDMH) 0 SANITARY SEWER MANHOLE (SSMH) o CLEANOUT (AS NOTED) 0 GAS METER GAS VALVE WATER VALVE (WV) FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER BLOW -OFF / AIRVAC MONITOR WELL F SIGN D IRRIGATION SPRINKLER DIRECTIONAL ARROW U• ADA SYMBOL X CHAIN LINK FENCE WOOD FENCE ❑ HOGWIRE FENCE *** SILT FENCE O METAL/IRON FENCE GUARD RAIL/CABLE FENCE WATER LINE —c—c— GAS LINE STEAM— STEAM LINE —T(xx)— TELEPHONE LINE (OH) OR (UG) —P(xx)— POWER LINE (OH) OR (UG) --SD-- STORM LINE SS SEWER LINE C �! ROCKERY KEYSTONE WALL DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE °a a CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT LL /� BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED R-436005 0 N S k WASy/ � k � ~ f z '10-241 BONA LT E E�\�� 1/6/26 J O J v � C � � 7 Z3 t . _ of L0 C Z3 .0 i W N M C aO6ON M -0 c>Qr4 m N ' > j r. Ln a _7 N cO, Ma V r— (1)W Y LQ "t IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 ' EXISTING CONDITIONS PLAN HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 N N C) C) N 6 , u co N Q J co 00 W N 004 N pC O z DA1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO. u1� � t.' Q �+ SHEET: 5 OF:66 T W Q0 I I Lu Lu 0 _ z 0 75 Q Q0 N O N Q0 E 0 D 00 N N N Q) / 00 N N N / O O CD clI N LLj Lq Q) L� 11 N OVERALL SITE PLAN \ -)/,I I Inv, HILLS, \ \VL_IL V IL.A tNC*7 / /^' / FOR - III ;9 22 d � N46'S0'26"E 18.28' n` ITV / v.. .. Ill-V��IJ // ss 44 0 HARMONY RIDGE J III 4. A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. 0. .............. mot\ i TO EX STREETLIGHT = ' - CITY OF RENTON' KING COUNTY' WASHINGTON I III (TYP) ` '' , �• Q: "` �� ."� LO III I 1 2�J /'/' �/ - _,\ \'•. _ 0 35.5 N EX OFFSITE R/W -A I , TREES (TYP) 0 N16'35 43 6.32 0 0 I 33.5 III 43 00 Fr I 0 25' 50' 100' \,'.' . ;'' \ \ \'; \\ ...... 0 0 I R/W II )nl I� I/, I I / / \ , /n 1 r 1/„ Ar SCALE: 'I "=50' V IA /,L_L \7L �,\/IV1Lv J < rn/, , / ��YVV " S�. I 3 ¢ •: I 139920-0�?60 `_�'" I ` ��� z EX BUILDINGS i-.1 TO REMAIN IEX o mOL1 /oo I ' EX OVERHEAD TO REMAIN I ;n 0 \\ , ............ 45-8 / k i N g POWER LINE ���•"G1 . /,";/ / - " I '�. - 0'17 -.''"•.-:.•. : i , ' /,', �/! / !,•' /° QL. s�-\" . I _ �.-. '•.N8402'53W 18.79' '6aCIT\ REINTv�v 0. ------------ co I EX GA S n) qn w 2i2:i:iV LINEFrnTlLr nTRIC! I •- I I ':�� , /, Y •�.. I \An 42 0 -)-) II II,ITII / \ JC"p •� I I ,/ / / ,'4.J 4`•' ' .O: ' ��-- Tr/-,nn-)/, nr-r A n -)Ir I ni)iV1240 / \ \: ' `� . _ _ S0 16 12"W 126.42 I EC UC)RO ULL IVInr\IL_ ..pp HARMONYIIIRIDGE PHASE 1 20250829000451 > /�� � N oo -•:�;�� ' �� -. o � / \�: \-.\ : \:\ \\.� " --"�:4Y �� EX OFFSITE � ©� �- -� °°o � '" � IA/rllT �rlr-I n \ \ ... O y / \ / L L.L T <� TREES TYP Q Q �N1'29 15 E 87.17 Pao I Ir-n nlnlrTrr Ji I^ (TYP) I I�• ) UL_n1 vI vL- I L lA I ILL 7 '� • •-[ / nl I v / ., ....., lJ I«.\l 426�v.J o \ 442 �� �� �� J�O �- a EX CHURCH i Aro LL Q : - :, G�' 0� _ _ TO REMAIN Gl 11 6 \ V n v •�M�;c�[ I I r lvvv I GL. Q` , J : " r\nI r,vn.71 - - - - 2" - :' / 35.5 : I Ago \ TRACT C ° O Q� ROCKERY , "`•.S1.6, WALL (TYP) _:,G: F°:;.aQ�vG R/W Nv �''''•....�. TREE RETENTION O .... L y i G c - G I - G ; \ Si A VL.L\I U A K411LL_+ \ ` `10' STORM EASEMENT r' T `O I " 12 STORM ^T n 1!r- , A n ., A / �\ \ o ."� : ~45� " " '.. 4 w I 1 EX 6 AC r\ 1 nr,L- S89'28 36 E 85.47 + I WATER " RACT D J - TREE RETENTION ." CUT INTO EX 04 BEARING PAD L.I I �)I II I , A A K I -) A I TREE PROTECTION 20 SEWER LINE AND ' '. I UL.L_IVInI V \7L_r\nL.0 -. 0= 03'S2" -TI I -. / \` ` �` \• d' _ FENCE INSTALLED PER ELEVATION (TYP) _ 456.50 455.90 6 12"W 48 16RO• INSTALL MANHOLE ' /''' �G u" S R aE7In \ / .�•\\\\.. 50,1 I:1=25.00' oY - / A. I v /' 399 31J-1271J \ \ TREE RETENTION PLAN o , \ `-� �( ON SHEET 45 TO 52 �1* �.:r L=39.30 / A AI I )�,1 I rr I A A Ar-^ \> \ \ \ v ` 1 I I n \� \ \ IVIVIll r1RLL UnIVIL.) \ \�� : O i� "0 .I __ - ' - 12 ST( pn1 -' n gq,rn / `V �l\• `- --R w=-- --- ROAD A • �; ' , G/ �/ \ nl 1V . V-11 JlJ \ \ �\\� '.8 to. h , 18 Sj : " RESIDENTIAL ACCESS"89`20'56"W / \ \`' 0 tA�' ORM 18 STORM I d [ EX SSMH O I SS J�� / TnI /,I I Tl l n \ . ... �6h _ U'I _ O _ I STOP BAR PER I \JI V I V\7V 1_1 I r,n I > \ A d� w N COR STD 128 ..... „ \.�\ EX EWER /_CL \ \ 12 STORM \ \ \ \ \. b �"A: " :, . .t l ��Iri _A / / ,I „��I \. \- / 8 WATER _ f,: I: .. \ V \ / )riUCIv.7 1 \ \ / R/W ---- 8 SEWER 1^2 8 1 ! ) - P(OH) / / JG1 ; -_ \ ss \ ,► \ / �,) 7 39930-114C.. \ :. r f WATER 1 {I ro EX STREETLIGHT /�-- �:: O ss �► \\ SERVICE (TYP) c o STOP BAR PER I zJ \ \ \ .... 1 m I 4. 9 G / :' . �" �. _ ° 17 . COR STD 128 I 1 I \ (TYP) ss s \ \ •` a \ / - ,.. ;\ , , 1 g .......... 11 \ I 455.80 456.2 I O N s : f 1 1 I / \o \ '\ i " 1 f-t..l.. 4 455.30 �o , IQ.::. I \ _ I I 6-456.30. s 455.90 1 \ L F W A S G� \ \. -{_ 1 FIRE HYDRANT I I Q- 0 H� p-)nnlT /,A-)\,� \ / :1'l\.\\ I t.l"1 ......... - - Flvly 1 \7nr\ �\\`� ��� '� I I (TYP) .I- r , .... , �^ ' I 1 I.{.- I _ ---------- 39 00 o -' Ic7ppII r - I' I'.... Z I J '. 0 L yy �j TRACT AREA TABLE TRACT TRACT AREA (SF) TRACT AREA (AC) TRACT A 16,472 0.38 TRACT B 30,357 0.70 TRACT C 9,759 0.22 TRACT D 4,191 0.10 ALLEY Z 4,976 0.11 SPECIAL NOTE: SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION DEVELOPMENT. UTILITY CROSSING NOTES: 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN STORMWATER PIPE AND OTHER UTILITY LINES AT CROSSINGS. 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: 1. THERE SHALL BE A MINIMUM 10 FOOT HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS AND A MINIMUM 7 FOOT SEPARATION BETWEEN SEWER AND ALL OTHER UTILITIES. 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 / = :. ,. • VL..iLI V �.nLl \hIL. .. .-.. - I`I. 24STORM ,. t 8" pL-;993n 44WATER Ii2A 456.30 457.20 'i I �o S00 E R4�1 , 10' 10 53' ' i . .456.90UE L � " W ti \ s/DNA L LNG\ f I I I I ALLEY Z 18 STORM > Ld IIof �I I•[ -I { - : LO.CK AND LOAD N I N \ I t .. 1 N Q yl .,_ x 1 /6/26 .... III I .I RETAINING WALL (TYP) 6 LOCK AND LOAD I I\ \ :, m 4- 3 Icy w RETAINING WALL (TYP) \ \ \ I u� a = I ' S I A I n 1n ./I IT n I A / \� \ \ \ ` I C' 15 3 3 456.40 457.50 ' Ivnl�nlvv Ivl nl`\n : `-•\ \ \ � Sf �':. _'.� I I n �,AI -. ;a:. ;n ,,.,n / � •�-- � �� �� '••453.90 � .: � : � WATER ni I V / ..vV- 1 I U 1. Q I I . / .. ► k., TRACT A = Q F- 9 SERVICE TYP - J u �t0 J O EX TREES TO BE �� ter' 11 I: I I r I DRAINAGE FACILITY O w I I ��` / I "{ A • RETAINED TYP �: Q" �"© �.- i i i .i i i t, 450.80 BEARING PAD ;. i i 456.50 ....� / / 1 .10, -. i 8 0 I (o � d (TYP) {� : i I I I (III 1 I II II 8 WATER rw 18" STORM I � UE / { ELEVATION (TYP) / SF�a9r / TREE PROTECTION III _ 1 1456.0_9 4577.30 'I IIci ' .: •�J 14 FENCE INSTALLED PER WATER453.10 w 0TREE RETENTION PLAN SERVICE (TY)4 _ aI ON SHEET 45 TO 52 o 7aV R \ I ^ I Irl IAI/, „I Ir^TrL-) /' \\i \f• % ; i \ 8 j 'o� I I EX CENTERLINE W \ / - - - / 11 455.40 I ....... V) N \.:.:... c \ni IV /♦,vv\,lJ III; TRACT B ,. / -✓/ �.. • •-I FIRE HYDRANT 455.101 .-•-5.`5i'-. I.::11 •': x 0 j M / TREE RETENTION ti3 d. : ::, , / , 13 `� : " (NP) o0 N / r- ^T �0 , fl• ,� add f I I 450.60 a I I ..::::::.... I 1 I: X •_ dl N / LjAl:�r; JQ : 1 9�ef „`° :{� i , �, 8" SEWER I I I I +�+ tN^ AIVU APRII I.I / R Al .0 ['`'� ^ .. I -.I IN I I {y -� 1lA lA 1 % T�" r A. 4 , ., ,0-1100 / / �A . , : I �, 7 0 37 00 ;; , . M LO 6' 12 454.30 35.5 i ++' N / �` 454.20 6 r C L f) / S : AQ 1.�441 . 1 I ICI 450.20 f 4' ASPHALT R/W I ,.. 0 N C) n -L) I<' I! n I I I T r O •r - / I M l yMM' I nl\I♦ r,IVV ILLL ' ' m V / / A I. \/ A I VULI \ "I CID �� \ II II Io ,:-�• �� PATH •. '� I V) j EX STREETLIGHT i ,I / A`)iv /'v u. u. ill- Ill�ll V- I I ,.I I I� %; .:`� /--48.5. �I L (T'P) NOTE: Ri__ f- TREE PROTECTION -- - I A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT \ FENCE INSTALLED PER ` _- L0 _ 0 �, T - - �EX FIRE TO BE PRESENT DURING CONSTRUCTION OF THE TREE RETENTION PLAN PLAT BOUNDARY N89'54'07"W 425.00' _ HYDRANT ASPHALT PATH AND PERMEABLE PAVEMENT. \ ON SHEET 45 TO 52 / I I' I I I BEARING PAD :; P(OH) P / TREE PROTECTION _j ELEVATION (TYP) ::• 2 WV o - FENCE INSTALLED PER I KY, r / / I I TREE RETENTION PLAN U\/r1I "`""" n A , /1n I, 4' PERMEABLE Ir1 11/ -,I II ON SHEET 45 TO 52 _ A pI, �Gu - gnrn / rl /y!r-L) n nv,rl n U vVL_L.rlvr\Vlt_ nl IV /,, ... ...\,V-IV.II IVVI\LI\ nlV\7LL-n IA,,, ^r,AI rAl<I,/AI PAVEMENT A�)AI �1VV ;n �n �n / _ _ Unvr�..)\./IV I nr,I I nrl M. IV /\,vv\, ll-IV.,V R-436006 ni )I V /'ivu. ill-1V /'ll n ,A I n n n n -) A T A I. II \/ n ^I I,!/1 �) n TTr-)^l,A I / n` Iv /'.:993v- IIJ�v nRM I nIV1 n.)Vr,v I n I L_r\.)v1v A 1f, 1 r ;vu ^_1 E n IlrA In I[-TI I )+-1 A 11 VL M. I v / ., .... \,V 1VJlJ r n L)nIIVL_; ;uG ;n qn n I / V / ,040 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c LOT AREA TABLE LOT # LOT AREA (SF) LOT AREA (AC) 1 5,824 0.13 2 5,007 0.11 3 5,052 0.12 4 5,150 0.12 5 5,146 0.12 6 5,233 0.12 7 5,400 0.12 8 5,041 0.12 9 5,041 0.12 10 5,041 0.12 11 5,746 0.13 12 5,581 0.13 13 6,028 0.14 14 5,857 0.13 15 5,800 0.13 16 5,400 0.12 17 6,405 0.15 18 5,914 0.14 19 5,530 0.13 20 5,001 0.11 21 46,147 1.06 APPROVED BY; 1 CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►81 REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED' TJS SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. N O N u N Q J O O N Ir ra HBray 02/05/2026 00 LU �y OVERALL SITE PLAN HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D C4 0 CV = O Z DATE: 1/6/2026 > z m FIELDBOOK: 0 O PAGE: DRAWING NO: uj a� SHEET: 6 OF:66 = m /Wu V 0 rlr 0 G rr Q Q) 0 00 0) N N N Q) Q) / 00 N N N / rn O 0 0 N N a- N 0 25' 50' 100' \ \ )nl I It, I/, HILLS II I L_II V\7 . 1 )II I n /ter I In1 Ir^ O V IL. L.n\7L r1VIVIL.) n i)IY /' 399IV-V22V s s� �7>0 HORIZONTAL CONTROL PLAN � FOR � '°°� �HARMONY RIDGE I RO I It, `,' I II I ^ I \\l L_L_II V\7 r11L L_.: \ SCALE: 1 "=50' "L- ""r "^" UCn I IL ` AI RICK 1 I A-) IVlhh+UVVI II nlTl I \ nI rl / T r'r\nr\Rr\ nrr 1 A A RIr I nl I V / . \ V- It tV J / L )Ik USG rvinhlL / \ S Q (\ \ A;) 139930-1250 / Ur A t,VV C' I -u ILLL/ LnAIL. R TI^^ I L N_ n v,l Ivry r A r\ \ \ \ } A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON / IV\7V I LL� E'Z \ \ \ \ < \ T R A M I I r\ A /, t, l I F\ A I V I I r\ A 111 V _ \ i\T A I!r V 1 nr\C 1 1 A \/ n mn I n / \ x \ �)I II 11AAA1 /,r^L)AI n ` VL_L_IVInI V GL_I ER \ Ai)V/iv vvV-122V �. A rTl I ; \ L�In / \ `' Cj 1 II I rr h`I \ J \ VIVrlhL L Un IVIL.) + ;,ASS A IF,' \ Q.A PIN' -1150 T/\t, 1 1,111 I I\/rt, I TIrlI A T \ \ \ I VI I.. V T �)hV"V I \7nh\I v A [)IAI nl 10' COMBINED SIDE 15' ADJACENT STREET (TYP.) DATUM HORIZONTAL DATUM: VERTICAL DATUM: NAD '83/' 11 NAVD '88 20' FRONT/GARAGE 10' COMBINED SIDE ABBREVIATIONS: 15' ADJACENT UE UTILITY EASEMENT (ALL UTILITIES PUBLIC AND PRIVATE) STREET (TYP.) R/W RIGHT-OF-WAY BSBL BUILDING SETBACK LINE SDE PUBLIC STORM DRAIN EASEMENT S.F. SQUARE FEET AC ACRE(S) 20' REAR 5' AT CORNER LOT BENCHMARK TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 MONUMENT AT INTERSECTION OF PUGET DRIVE CONIC. MONUMENT IN MONUMENT CASE AT INTX 116TH SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 \ IV\JV I LIV IV\71 rlvVlvv I n1 ^rn1 ^I 1LERR❑ T 73 J � i K' A 11 A t, In ♦/I IT A Il A \ I Ivnl\nlvV I V 1 nr\n / / SF / \ ni 11CITY REVIEW COMMENTS DATED COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION S46'50'26"W 18.28' PSE EASEMENT AFN 6614146 35.5' 33.5' R/W 44 00 8.28 12.92' 43+00 10.93' N1'56'36"E 31.65' S84 02 53 E 18.79 n' '" " "'"`' HARMONY RIDGE PHASE 1 , O ' Do 20250829000451 ^ 42 00 SO* 16' 12"W 126.42' Do N PSE EASEMENT o AFN 9405120411 , N T'- 0 W W 21 N TRACT C 12.72' TREE RETENTION , 46,147 S.F. 9,759 S.F. a a ' ' _ = INTERSECTION �QP��rLO 33.77' 50.01' a a STA=12+60.44 ROAD A 01�, I STA=40+00.00 ROAD B R/W -- -- TRACT D' 41 00 Q TREE RETENTION t° r -- 4,191 S. F. a � O i 19 po i 20 I S89'28'36 E 85.47' N M ak. 00r S.F. 5,001 S.F. r-J. INTER o A=27' 14'51ai SO 16 12"W 48.16 STA=11+41.93 ROAD A 0 m R=180.00' �hf m 0 10' STORMSTA=40+00.00 ALLEY ZL=85.60'0.03 - EASEMENT i 08 It A=90'03'52" 1 63' f 29.75' 55.50' 50.01 ' 85.48' R=25.00' ROAD A N89'20 56 E 67.66 L=39. 0' 0 Q)w o RESIDENTIAL ACCESS _ C) 24.73' z I N 1'50'06"E 123.89' 1'50'14"E 78.12' 16'35'43"W 6.32' _--CITY OF RENTON AFN.6336723 11'50'57"E 72.04' 1'51'13"E 95.60' 20'17'08"E 6.32' 1'56'36"E 25.78' 1'29'15"E 86.35' 1'29'15"E 87.17' 42'56"W 60.52' 1-26-45-W 102.12' STA=10+00.00 ROAD A STA=40+00.00 116TH AVE SE \ N89'20'S6"E N89'20'56"E 118.51' N89'20'56"E N89'20'56"E j� 42 03• 89.17' 117.44' 24.49' x \ `V �� 41�13' 37.68' �9 N 1 - 59.01' 74.14' Dc LLI 7.82' r++ U 0 Cb* / �' �� o o 17 I O�1 1 ; - N1'33'21 "w 35.36' LIDI a Q 11 , 6,405 S.F. ' o o i0 5,824 S.F. 1 8 � LO O w p i 5,746 S.F. � LO ro I 5,914 S.F. ___ "� o `d L-- 99.69 M 108.00' W `n __ o0 10 1 84.01' I 8' SLOPE EASEMENT 39 00 59.67' UP— o 00 lZ 10, -- 0 b� AFN 6529925 Lfi cn 6 pI O W 58.00' 1L5,400 S.F. 'n o , UE ,o `n 5,007 S.F. `o Q 00 It a o ' 1 0 'o--100.57' -� Wit m � -- 108.00 � cfl S.F. 16' coQM �[_�0411 84.01' I 1 0 15 1 o Z �z `n L-1 5,800 S.F. `a ALLEY Z I 'n 5,052 S.F. `n CO 530 0--101.49'-TRACT B N-16.00 R/W Oo ; 9 __ , TRACT A 7 OO Zz 5,041 S.F. �O 0 Z � 38 01 TREE RETENTION ul T o 30,357 S.F. 00 DRAINAGE FACILITY o I '� 84.01' `ni 4 16,472 S.F. _ 14 0 o co co In 5,857 S.F. -- uj 6 6 5,150 S.F. m w 106.18!� L'-9.02 SDE___102.46' - o 34.91' 47.09'--- -- o 1 $ 10 6' o h �° 5,041 S.F. o 6' t0 O� I 0 N �,• 5 00 ; 13 / `� �II 5,146 S.F. ' m 6,028 S.F. N89'20'56"E 84.01 I I� ' co --103 37 - rnr\L h U� ;i11 II ^ L. / �� 106.50' 28.50' A" �D A; RIL. I V / � __ � -- 35.5 I A �)t, I -� ;Vv ;n 1�nn / ni IV /., v v\, V-IIVV 3 / ?1- 0 2 R/W o ?, 0 12 �, �� 7 6 1 ci q I �� rn ^ 5,400 S.F. m' 'ci / _ ,� 5,581 S.F. �`�, � co �L�- 5,233 S.F. / i)nRl< KI VV I E L�l -� f f l f / ^- �_E;;A" "DER / \--127.10' -105.03 --- 6.0 103.86 - A ',� 1 -, ;uc ;n ,nun / 7 6.10' 73.26' 418.90' N / PLAT BOUNDARY N89'54'07"W 425.00' I LI\\7VSVN L/nVIU IV I/,Ilr-) At,l/,rl A I \ / A A I - n �n n / I V VI \L�\ nl V\7L_L.n I I A /,I ^r\t, I T A I!I\/ A I I I A -) A T A t, II \/ A ^I I /\ [) A TT[--)C`r\A I n i)Iv / :u. IV:iV n IUI , i99 i^ qn-,n Unvl�VIV I nrV I nrl nhn I nlVl n.)Vr�V n 1 I L_hv`VIV n11V /\ \V-IV/V I A[t,l n �n n I A[t,l n �n�n rt,lt,lrTll ) rl Alt,I- ni IV /\ � V-IVvV nl IV /\ \ V-IVVV I\LI VIVLIrI 1\+LL_nIIVL nl)"V /'.ivu,\iV-IV by I RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR PROVED: TJS SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 19W/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON • Planning/Building/Public Works Dept. N1'39'25"W 49.94' V 1'42'30"W 49.98' -N1'44'58"W 50.54' PROPOSED R/W DEDICATION BASED ON CENTERLINE OF ROADWAY (NOT R/W CENTERLINE) WIDTH VARIES N1'4I1'35"W 50.16' -N1'12'43"W 51.20' 5' AERIAL EASEMENT AFN 5615593 -NO'34'37"E 31.01' 0 N S k WASy/ � f � � o r Z ?' 0 4�0 � / M S��NA L 1/6/26 • J uJ IA � _c 7 • ffff. Z3 O t Im c i W CV � M < 05 •- N w vi # >a L\ > j m O un a-,' c c IN '-� m V r- Inl I!\/I r t• UVr11Vv VIV K I L_L I /,I LD I 101 LR II-7 ^ niA -,t,1 -, ;uu ;n_,n ;^ R-436007 I v / \,.,..\,V I0,,V IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N O O N X, u N Q J N o- • � 1 , 1 • AFHro� • HORIZONTAL CONTROL PLAN HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N 0 N =O Z z m DAIM 1/6/2026 O O FIELDB00K: PAGE: cr W DRAWING NO. t Q �+ = m SHEET: 7 DF:66 CB STD GRATE TYPE II 48" ROL.�.IN't, HILLS � R M=452.72 . III I A /\r I I/-\\,r^ /G ' III N V IL. L.n\7L r1VIVIL.: `\ �G1\ TESC PLAN 12" CNC IE N=447.62' J /Q\8" CNC IE E=447.92' O WATER MH /\ Q` \ FOR 12" CNC IE S=447.64' 12" CNC CULV 18' DI CULV ,Q p0, Q _ / �` !y ° y> N46'50'26"E 18.28' SW=433.73' SW-436.86 .. e r 'ti^ - HARMONY RIDGE v" (BURIED) >� TREES OFFSITE WATER MARKER / I / �. / w POST / e v ` WARNING EXISTING 16" OPL A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. YARD DRAIN F �s °, � '� �.� , PETROLEUM PIPELINE. SEE � � �00 POTHOLE NOTE ON SHEET 26. _ I 4" PVC IE W=450.40' gLDG.... - � � T("�- w 4" PVC IE SW=450.40 TO REMAIN \ I CITY OF RENTON, KING COUNTY, WASHINGTON 0 186 PVC IE E=448.77 p' I DI CULV �6. 2 PVC IE S=451.95 �� 1 0 NE=436.52 J '/'�,''� ' / �`,\ ` �, " DRAINFIELD \dtsr � Q Q \ I..LI 0 `rr Z 0 75 LL Q 00 0) N N N Q) 0 Q) i 00 N N N rn O 0 CD N N a i.7 LIGHT �, ' , , \ EX OFFSITE JBOX i, i,A2 , \\\ \ TREES (TYP) CNC CULV NE=432.28' BRIGHT ORANGE SILT 0 25' 50' 100' ' / \ (BURIED) � � �'' � %' . � \ FENCE SEE SHEET WATER MH %/'� g POWER 10. FOR DETAILS 0 YARD DRAIN RIM=454.01' C) 4" PVC IE W=450.96' i 4" PVC IE SW_45096. i I: 4" PVC IE NE=450.91'0 0 \TEL. JBOX - VAULT CLEARING LIMITS SCALE: 1 "=50'C'N LIGHT IS, � ALONG SILT FENCE JBOX SF-1 12" CNC CULV \ STORMFILTER 0 \ SW=433.74 \ RIM=434 70 �S6 �.Q \PWR STUB & I. v CONDUIT X ROCKERY t e x BLDGTO qT ROi-L.iivG HILLS » .... �. p. RE AI� M c ���' , /� . 12 CNC CULV ` d IE IN (NE)=428.85- vIL-L-n\7L r LIGHT \._ .�.� A �,", - { NE=433.26' IE IN (SE)=428.35 GATE ni Iv /'ivv2V-ViivV /'/ ' `\ /\IT\/ nr )r-"IT/l"I .....:::.: � Q. JBOX '. IE OUT=425.30 CII I R - HARMONY RIDGE PHASE 1 LIV I VIV r npnl ',^') fin; qn� \ , , \ .. - _u u (N84'02 53 18,7 .. 20250829000451 '� o CB STD GRATE TYPE RIM=452.64 8" CNC IE W=448.39' INSTALL CATCH BASIN GATE PROTECTION SEE SHEET 10 FOR DETAIL TEL. RISER \ POWER POLE W/TRANSFORMER, UG WIRE DROP, AND \LUMINAIRE POWER POLE ARM -S16'35'43"E 6.32' -S1'50'57"W 72.04' - TEL. JBOX - LIGHT (TYP.) - GAS METER - TEL. JBOX S20' 17'08"W 6.32' � WOOD FENCE WOOD FENCE LjLnTIL PA,R:'J< SEE SHEET 24 V ���.,� v1Vv ( ! I r� POWER POLE rl.,^.'..._�. : .� / -_ i\-MINI LIBRARY--InlTFOR DETAILS co � � W/LUMINAIRE & NGTE )1A cWIRE DROPTrn/-1 - COLUMN JBOX V--,,,0-1> 44 RIPRAP Ivl� WARNING EXISTING 16" OPL I CLEARING LIMITS pP� �� �jI' `\ ALONG SILT FENCE pJ� , Q POWER POLE G� /V_)v PETROLEUM PIPELINE. SEE \ \ \ �°�Jy OD i' S1'29 15"W 87.17 h / QJ POTHOLE NOTE ON SHEET 26. _ \ Y BRIGHT ORANGE SILT / �I, p POWER POLE ARM FENCE SEE SHEET �Q� 1 II rG UCnI VIVLI IL ,� I1LL, \ \ \ / ��. = �.� COLUMN P(OH) \ n��" ^ ^, 10 FOR DETAILS / o EX CHURCH ;ate �,' 426/`' o \ \ nr I� 7, - \ .I o 4 TO REMAIN 4 �� / ` ti� �' "I -A„ \ `} _ LOT LIGHT POWER POLE ARM IV\7V ILLj Ljnv TREE PROTECTION -� \� o - 462 , RIPRAP \ - - I I - - T-)An1 II/-\A/."I � r � °. �� _ -��: `(TYP.) MONUMENT SIGN hnl r,vn.71 V FENCE INSTALLED PER - - `� FAUCET TYP. :.: \ ` 6 /� FAUCET(TYP.) GAS 04 I GAS VALVE A�,"I ;,a;^ ,��^ TREE RETENTION PLAN ` 43g. 0....0 __ it cy - ON C PAD 73 °� BOULDER � METER � o / °, ..'.`.. � \ ROCKERY �..... -- - - \ ON SHEETS 45 TO 52 / ...... ---; t' e� 0\ \ \ cc G c G CB STD GRATE \.. ......\.. G / \ CT A "II �., n A"IIrI \ � � o INSTALL NGPE � WALL (TYP) / 20 ;a(�- � �°. W - I nI VL.L I VnIVILL- \ SSCO .TI \ nT n l(r .I A ., A + / �\ \ {/oj FENCE SEE SHEET 4 1 9 POWER CONDUIT 16'12"W 48.16' RIM-454.79 ^\,•, ' J°, - V I nr.L_ IVIn I n \ \ :r,.l 5� J SO O. ,&/ ° \ A �," I ao ;^ ���^ \ \ .. \ \R 10 FOR DETAILS ,\ I POWER J I o N = nr I V 73 ,,,, 30- I«0 / \ \ y�6, r I S89'28 36 E 85.47 d SSCO CNC IE W 451 69' q '/' '\ f''� �,' II I ,,A"' t EERLAI ^ \ /` METER ; INSTALL CATCH BASIN JIB (�) ,^ �� �. �.� _�\✓.'� � ...., I VL.L-IVInIV \7LI\nL-V \ / �\ : \ �. : �� � � �: W �•� 1 I .. - J II � 4 I-� 8 \ \ -\ I' R t LTn i .-L"'! \ / IVIUR�,HREE" I A „r.... ``� \ �,h°c �.. � TRACT D -I:I=90.03'52 -- ' / `r✓ \ `' : � � � I � N -., I - �' PROTECTION SEE C TRACT C O �o - SHEET 10 FOR DETAIL / Q \ n �," I ;;,;, , ,-.n VIUr\r r,hc� ,nlvlc \ 777yyy(([ I TREE RETENTION I STABILIZED R=25.00 w� nl IV /vv vvV I/V ^A I I �� O: � � LT• , l ::nRAr1 \\ \ v I,.I `.0 III^. 'It' , „-9 ,00 _ , ,`, TREE RETENTION I � 1 CONSTRUCTION _ L=39.30 \ I CB STD GRATE ROAD A`----- -ENTRANCE SEE: RIM=454.89 BRIGHT ORANGE SILT �6 ��\ _.� 4�. _..05 r -- DETAIL ON SHEET 10 IE - / // \ /� 0 1 ... I - i I $2„DCNC E E-450 85'79' " \ FENCE SEE SHEET / ` ` 8..2- �` RESIDENTIAL ACCESS �' �` S89'20 56"W 67.66�- ��. ... \ 10 FOR DETAILS /#� 4�.0 C... Cis `` -�...�... �� , : �I fy \ (. " _ _ _ I _ _ I : - ss MAILBOX TEMPORARY 12 " T/'\"I "I/\II\,T"I Trl'A \ / CLEARING LIMITS \ L I VIV IV\7V ILIV Ir,n1 \ \\� 436-.-__� TEMPORARY 12 � ^'�"' - ;ca ��n^ �O \ ALONG SILT FENCE \\ 4'g"" STORM PIPE r ------ STORM PIPE I f SSMH TYPE II 48" n` IV 128u- � - CONCRETE. r--- �, \ 44 `\ \ r --- - N I : RIM=455.55 v \ 444 .. r r « �'• WASHOUT AREA I : > _ _ _ _ \ \ r � 12 DI IE N=444.19 ' PnV^^V i7 T I `\� ` \ "c�.____________r r\� .� I T_ I: e� ) _ g» DI IE W=444.59' \/ S ��'/ % : SS \ / AP 4-1140 �.....\.._ 2. r I ; 12" DI IE S=444.35' 00, ® D \�,t9 / A� r/ gO c�1..' INSTALL V-DITCH J--- - ; Ado MAILBOX sS \ .... / I 0 I ti / 0 1 \ \ \ : r \sr I 1 �� WHEEL WASH. I r II J \ 6 t ► W ROCK CHECK 1 POWER POLE / s WATER / S �1 \ \ : " _ _ �_ I I SEE .SHEET 9 I I �� r \ \. r o� z�z I t 36 ... 17 DAMS SEE SHEET I METER(X3) - W/TRANSFORMER & I _ ; . \ \ �N : \�z \... I FOR DETAIL : \ \ i�< i� Q.L.L. 10 FOR DETAIL i �:I 1 I ° ��-)WAIT A \, O ... ' LUMINAIRE r\vl V I vnh I .. \ / � �'..e..: \\ \ \\\ I .. I I ..�.6... - I \i.-..... Q I 1 \ � i1 I A - "I _, �,^ nn,^ o 11^Ss �� 1 :\ \...: �._ I. I I 3.5' DEEP SEDIMENT TRAP 11.r \ z l MAILBOX t­tMAILBOX / I ` NEED _ __-_-___- TRELLIS \ \� \. \ I I I I TO BE LOCATED AS �. Dl r ' .' )) TO ACCOMMODATE APPROXIMATE _ m CONSTRUCTION SEQUENCE: "'11 "r-"[" T a, :. < .:. }. ,: �VL-..`.LIV ..:nL_hl \IL. I �. �. � I I � I I �42 * � TEMPORARY 12 .. _ I / , . `...4:,, ..', APK 39930-1130 ` �. ( 0 III 40 STORM PIPE F ' I ' .. i STOCKPILE LOCATION SEDIMENT POND Q� (I L 1 1 4 S ZEDCONSTRUCTION FOR 10.3 AC BASIN. \A�$�� i SCO TRACTOR SHALL 2 ♦ SHED \ I I I I I 1.1.(� I 1. PRE -CONSTRUCTION MEETING. - `':':,:: 10 COVER WITH PLASTIC I (n 1. � / r r I MAILBOX ' WOOD .. � . SIZING INFORMATION V/ r 1 16 AS NEEDED TO LOT \.. 0: /r (.�. I - l' I INSTALL V-DITCH lr .. FENCE I LLI (¢_ y :: 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC _ �'. / O I r r �S :: PREVENT EROSION. L SURFACE AREA REQUIRED = 3,182 SF LIGHT \ 1. ( I I 9� 1 i �\ W ROCK CHECK � POWER POLE \ I \ I I I I / w II SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED SURFACE AREA PROVIDED = 3,210 SF �� I I I I \ Q`~ N / EXISTING �\. / LJ� I I I I I I I �p �.. \ I DAMS SEE SHEET r s _ W TRANSFORMER NOTICE OF CONSTRUCTION SIGN). TOP OF POND 446.00 \ - jZ/ j I `I I o cn I 10 FOR DETAI MAX WATER SURFACE = 445.00 BUILDING_ - t ,\� TRACT A I : 1 rJ . m w.. I 3 I = o l i b A I A "In \,I IT A I(A G /. ` ` DRAINAGE I WATER 3. NOTIFY INSPECTOR AND CURRENT PLANNING MANAGER TO BOTTOM OF POND = 441.50 (� Vnf\nl\, I nl.n \ \ :.15 c� I INITIALIZE TREE PROTECTION WALK THROUGH PRIOR TO ANY IE OF RISER = 441.50 A ��" I \ �` \ \\ I ¢ ~ METER nrlV , \ �_ I EMERGENCY OVERFLOW .� �(0 ONSITE CLEARING. / \ I I TYP. ORIFICE DIAMETER = 2.29 /\ / t I I J 11 ' � � ' \ � I I I I I 1 CB. SEE SHEET 9 FOR a g 1 Ico 9 � r N � :., (TYP.) EX TREES TO BE _ :6� mac, I I I I I I I I DETAILS. z I I`n _.D� r rl n pro POWER 4. FLAG OR FENCE CLEARING LIMITS. INSTALL TREE RETAINED (TYP) 1 ( I: I I I I. I 111 1 TEMPORARY: o I 1� r 1 M I' PROTECTION. SPECIAL NOTE: 1 I I I I I 14 N I IC° r �r I II N \POLE ARM / 1: 1 I 1 1. STORM PIPE 1. In I II / 11 .l a I I. w I 1� � h I MAILBOX 5. INSTALL CATCH BASIN PROTECTION IF REQUIRED. NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT / TRACT B \ �y>�j�'. \ I I I ICI-�5- j 18" RISER PIPE j ....4 PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES. / TREE RETENTION SEE DETAIL ON j I INSTALL V-DITCH w /\I lrl In l/• CH Ir�Tr-) / I I � -�--�---� �. `\ N 6. CONSTRUCT STORM FACILITY OUTFALL PRIOR TO ONSITE / \.,nCUI G CHE. I Eh / \ I \ \ _:_ _ _ _ _ _ SHEET 10 I _ W/ROCK CHECK NOTE: APK4 77aa7n ,,,n \ --- - - 1 �I nl IV /. .,.,.,�-III\l -'i \ : \ \ 8 DAMS SEE SHE rn i x WORK. \ / - \ \ \ .__. J ..� \ � 1 I,� I w M E ET ALL EX ONSITE UTILITIES, STORM, / - I I _ LO 10 FOR DETAIL o 7. GRADE AND INSTALL CONSTRUCTION ENTRANCE. WATER AND SEWER TO BE REMOVED \ TREE PROTECTION 1 `� I v�: ' 'll UNLESS OTHERWISE NOTED. TREE PROTECTION KEYNOTE: FENCE INSTALLED PER 5 I iz I.' POWER ti 8. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO TREE RETENTION PLAN A� (�` I r r SEDIMENTS I 1.... ;; s6 I ` POLE ARM BARRIER, ETC.). EARTHWORK QUANTITIES WHICH TREES ARE BEING COUNTED AND THOSE WITH / ON SHEETS 45 TO 52 �O , �:/'L I I �' I I x 0�� '3 1 F I �� POND \ I I ;I I POWER POLE CUT= 4,400 CY* A ee-) ^TIn1 I Sl DL ( / I 1 Lo ' POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE BA j' "S I IN' L- / i I I 7 W/BOX 9. CONSTRUCT SEDIMENT PONDS AND TRAPS. FILL= 23,400 CY REFERENCE THE TREE RETENTION PLAN ON SHEETS 45 TO 52. �� ""'^ "''RI,- / / 1 \\ / 12 1 1 50' ;' I x n. VL/ A STRIPPING = 8,500 CY (1') "��"I ;ac;^ ^^ 6+ I I I I- ni IV /vvvvV-II� 10. GRADE AND STABILIZE CONSTRUCTION ROADS. *VAULT=1,800 CY TREE PROTECTION FENCE* y / ems, I I I ..• 6 EARTHWORK QUANTITIES ARE FOR PERMITTING SEE FENCING AND SIGNAGE �` I. I I r POWER POLE ( DETAIL ON SHEET 52 / O:!� {.. r r I N 11. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR / ,A -)I( I(n11ITr `\ . CO I 0 /••�-•••r I W/LUMINAIRE PURPOSES ONLY. CONTRACTOR SHALL VERIFY I ARK r\Iv\/ I L (�10- 5 r DIKES, PIPE SLOPE DRAINS, ETC. SIMULTANEOUSLY WITH / A r\, A \ I \ \ EXACT QUANTITIES PRIOR TO CONSTRUCTION. MINIMUM ROOT PROTECTION nL-G/\nlvuLr\ / \ _ .�•��.•• CLEARING AND GRADING FOR PROJECT DEVELOPMENT ( \ 12. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 13. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 14. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 15. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 16. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS ZONE. SEE SHEETS 45 TO ^I '� / �✓ o - 4, ' S Q° / \4,' /r,`--_��/ O \\` it N ` 52 FOR MORE DETAILS. / tLJl ' \ ,iPLAT BOUNDARY N89'54 07"W 425.00' SPECIAL KEYNOTE: BRIGHT ORANGE SILT / I J (- I I FENCE SEE SHEET / I' I- TREE PROTECTION \ *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY WASHINGTON FORESTRY \ / 10 FOR DETAILS / CLEARING LIMITS / ALONG SILT FENCE FENCE SHED CONSULTANTS, INC PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN rr->/\I I , "I nA, "I FERGUSON' SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE MINIMUM / 1 ^ ID, VvVIV ^n ^^ nV / ° ;ua 'B LL TVVr\ER nIV\7LL-n I IA/♦I�^/lnl TA a/n'_'K 0h,' nI\I`. A�; I 'nTTLhSVIv I ROOT PROTECTION ZONE OF ALL RETAINED TREES. ALL DISTANCES FROM THE TREE ni IV /vvvvV IVvV / _ _ ni)IV /'ivviV-IV/'V I ni�I�V /'1-11IJ-IVvV I _ I n1411 I f\LI�VIVLTr, hTLL.nIIVL PROTECTION FENCE AND NECESSARY ROOT PROTECTION RADIUS'S ARE LISTED TREE BY TREE I I `,"I, �,1\1^v�f\n I ON SHEET 50 TO 52. DRIPLINES ARE NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION, ARE TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE PROTECTION REPORT FOR MORE DETAIL. APPROVED TREE PROTECTION PLAN IS LOCATED ON SHEETS 45 TO 52. NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED NECESSARY BY THE CITY OF RENTON INSPECTOR 1 CITY REVIEW COMMENTS DATED 6/23/2025 MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 2 CITY REVIEW COMMENTS DATED 9/25/2025 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 CONIC. 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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 SPECIAL NOTE: NO SITE DRAINAGE SHALL RUNOFF ONTO ADJACENT PROPERTIES. SILT FENCE REQUIRED ON ALL DOWNSLOPES NOTE ALL EXISTING ONSITE UTILITIES, STORM, WATER AND SEWER TO BE REMOVED UNLESS OTHERWISE NOTED. RK 9/26/25 TJS suRmED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVE) 1988 HORIZONTAL NAD 1983/2011 DATU M GUY POLE N W� o7�; It 1 7 !'7-\ HYDRANT (TYP.) UvrL v.:v1 v r \ILL I1 110,R II-1 ^ A �,"I - ;VV ,- q1n nl IV /......1.V-10,30 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF R RENTON v4u• Planning/Building/Public Works Dept. �\J 0 N S %r � 1 � o Z ?' 0 41 1/6/26 J uJ 4A C _ 7 t ._ Z3 0 Im C Z3 .0 i W CV � M aO01N m •_ vi � >a L\ > j cMa Ln a-,' f V N W rO, V �, r- Y "t R-436008 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N O Ln N 6, u N Q J H H N HBray / , / • AFN7°� • TESC PLAN HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N ON Fr O Z z m DA1/6/2026 O O FIELDBOOK: PAGE: � DRAWING NO. tY.'1 Q �+ = m SHEET: 8 OF:66 Q0 co I 0 Lu w 0 rr z 0 75 rr 2 I I I I X N 0 U Ln Q r7 uO N O N \ LIB N Q) E \ 0 0 o, Q) 00 N N N Q) c / 00 m N N N / O O O N N a_ H Q) a i-I EROSION AND SEDIMENT CONTROL iESCI STANDARD PLAN NOTES; THE FOLLOWING IS A LISTING OF r,ENERAL NOTES TFtAT SHALL BE INCCRPORATED IN THE ERC$ION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE MOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT_ THE APPLICANT OR CVWNER_ HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NCH EDIT THE REMAINING NOTES. IF ,ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1_ BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO A5 THE CITY, THE APPLICANT. AND THE APPLICANT'S C4NTT'f1CTQR. 2 THE APPLlQkNT 1$ RESP0N5r0tF FOR OBTAINING THE WASHIN(3TON STATE DEPARTMENT OF ECOLOGY 1ECOLOGY) 4ON$TRUCTKW $TORx1WATER f3ENERAL PERMJT. IF IT 1S REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONTORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION S70RMVVATER GENERAL PERMIT 3. THE ESC PLAN SET SHALL INCLUDE AN ESQ COAST RUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEAFIUP IN ORDER 70 FULFILL PROJECT ESC REQUIREMENTS. 4 THE RE]UNDAF$ES OF THE CLEARING LIMITS, SENSITIVE ARRAS AND THEIR BUFFERS, AN AREAS OF VEC,ETATiON PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD 114 ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SVgDM) PRIOR TO THE START OF CONSTRUCTION DURIKG THE CONSTRUCTION PERIOD. NO DISTURBANCE BEY014D THE CLEARING LIMFFS SHAD 13E PZRNUTTED. THE CLEARING LIMlT'S SHALL 8E MAINTAI NM eY THE APPLICANTiESC SUPER'VISGR FOR THE DURATION OF CONSTRUCTION. 5. STAW LIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTKM AND MAINTAIN ED FOR THE OURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REO'UI RED TO ENSURE TRAT ALL PAVED AREAS AR E KEPT CLEAN AND TRACX4WT TO ROAD RIGHT OF WAY DOES NOT =CUR FOR THE DURATION OF THE PROJECT, IF SEDIMENT IS TRACKED OFFSITE- PUBLIC ROADS SHALL IRE CLEANED THORCLIGHLY AT THE ENCi OF EACH DAY, OR Makilt FREGUPNTLY DuRiNG 4YET WEATHER, AS NF'CESSARY T6 MrtvItNT SEDIMENT PROM ENTERING WATERS OF THE STATE. $, WASHOUT FR43 M 1ONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORRM DRAINS OR OPEN DITCHES. CN,STTE DLUPWG OF EYCESS CONCRETE SHALL ONLY OCCUR Ik DESIGNATE 1] CCNCRETF WASHOUT AREAS. T. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERAT10K PRIOR TO LAND CLEARING ANDMR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDUM E14T TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BLIPS 3I AIL BE MAINTAI NED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANd10R CONSTRUCTION IS COMPLETE AND P'OTFNTIAL FOR ON -SITE EROSION HAE PASSED. ALL ESC WPS SMALL E1` RE MOVBU AFTER CONSTRUCTK1k IS CCIMPLE_MD AND T"It SITE HAS BEEN STAML12ltD TO PNSURE 1GTENTIAL 1`013 ON-5ITE EROSION WES NIOT EXIT THE IMVLItMEWATION, LIAJNTENANCE. REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT 8 ANY HAZARDOUS MATERLALS OR LIQUIO PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY 4 THE ESC UNIRS DEPICTED ON THIS DRAWJNr ARF INTENDI=D TO BE MINIRNLIlaT REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS, AS COFi9TRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE. THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE, DURING THE COU RSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPON94BIL ITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PRCNIDE ADDITIONAL ESC BMPS. OVER AND ABOVE MINI MUM FfiEOUIP MEN7 S. AS MAY SE NEEDED, TO PROTECT ADJACENT PkOP♦ RTIES AND WATER OuAtrry o1= THE REC EIVING DRAINAGE SY StE M. 10. APPROVk OF THi$ PLAN IS F OR ESC 0I4LY IT 60E.S NCST C1)N$TITI,ITE AN APPROVAL OF STORM DRAINAGE OESIGN, $IITE NOR LOCATION OF PIPES, MSTRIC.TORS, CHANNELS. OR STDRMWATER PADLITIES. IT ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL SE SUEMr[TED TO THE CITY FOR REVIEW AND APPROVAL- 12 ANY AREAS OF EXPOSED SOILS. INCLUDING ROADWAY EMBMRMENTS, THAT WILL NOT 8E DISTURBED FOR TWO DAYS CURING THE VWET SEASON jOCTOBER 1ST THROUGH APRIL 30TH} OR SEVEN DAYS DURNG THE DRY SEASON (MAY TST THROUGH SEPTEMBER NTHl SHALL BE 1MMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G, SEEDING, MULCHING, PLASTIC COVERING, HTC,) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM 13_ WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND AFMi1L 30TH. UNLESS OTHERWISE APPROVED 8Y THE CITY. 14 ANY AREA NEEDING ADDrrCHAL ESC MEASURES, NOT REQUIRING IMMEDIATE A.TTEPMON, SHALL BE ADDRESSED WITHIN SEVEN (T) DAYS 16. THE ESC BMPS ON INACTIVE SITES SHALL AIt INsPEcTM AND MAIf4TAINM AT A MINIMUM Or CWr A MONTH UR WITHIN 24 HOURS FOLLE7wIkC, A STORM EVENT_ INSPECTION ANQ I.AINTDNA#8CE SHALL OCCUR MORE FRCOUENTLY AS REQUIRED BY THE CITY 1$ BEFORE COMMENCEMENT OF ANY CONSTRUCTION AC'TPdfTY. CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 2t$.30 SHALL BE PROVIDED FOR ALL STORM DRAIN JNLETS DOWNSLC-PF A 40 WITHIN SOO FE ET OF A 0ISTURBE0 OR CONSTRUCTION AREAL, UN{_ESS THE RUNOFF THAT E NTERS T11E INLET WILL DF CONVEYED TO A SEDIMENT POND OR TRAP ALL CA7CH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY 70 ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL 8EDWENT ACCUMULATMQN EXCEED 2+8 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEAVE❑ PRIOR Tp PAVING THE CLEANING OPfRATICN SHALL NOT FLUSH $EDJMFNT-LADEN WATER INTO THE DOWNSTREAM SY97P-M 1Q. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS ATEMPORARY SETTLING BASIN SHALL 13E MOINF1ED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILTY IS TO ULTIMATELY FUNCTION AS AN INF ILTRATK14 SYSTEM N tT5 PERMANENT STATE_ TH E TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM ANO SIDES ARE AT LEAST TIME F FEET ABOVE THE FINAL. GRAVE OF THE PERMANENT FACILITY 19. AREAS DESIGNATED ON THE PLANTS; CONTAINING EXISTING STORMWATE#R FACL TIES OR ON-SRE BMPS (AMENDED SOH-5, BIORETENTION. PERMEABLE PAVEMENT ETC.I SHALL BE CLEARLY FE NICED AND PROTECTED USING ESC BMPS TO AVOID SE DIMENTATION AN13 COMPACTION DURING COkSTRUCT10N 2Q. PRIOR TO THE 8EGINNING Or THE WET SEASM JOCTOBER 1ST), ALL OISTURBfD AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED LN PREPARATK]N FOR THP VVtN TER kAINS. DiSTUFeBifD ARPA9 SHALLBP SMOFD OR SFEDECI WITHIN 0NF_VVFEK 17F THE BEGINN ING OF THI= WIET SEASON_ AN EXHIBIT OF THOSE AREAS TO BE SMDED OR SEEDED AND THOSE AREAS TO RE MAIN UNCOVERED SHALL BE SUBMfTTM 10 TH E CITY FOR REVIEVW. 21 PRIOR TO Fl MAL CON STRUCTION ACCEPTANCE, THE PROJECT SITE SHALL 13E STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE ALL ESC BMPS SHALL BE RENOVED, AND $TORMWATER CONVEYANCE SYSTFAAS, FACILITIES, AND ON.SITE BMPS $HALL BE RESTOIRED TO THENR FULLY FUNCT10NING CONDITION, ALL. DISTURBED AREAS OF TmE PROJECT SITE SHALL BE VEGETATED 09 OTHERWISE PERMANENTLY STABILIZED AT A MINIMUM. DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO B.E LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO RF A METHC O OF BANK 8TARILt7AT10N ARID ERW10N CONTROL_ FtOC:KIFRIES SHALL NDT BE CONSTRUCTED TO SERVE AS RL`TAININQ WALL$_ ALL ROCKirRiF$ IN CITY ROAD RtGHTs-OF-WAY SHALL BE CONSTRtPCTED IN ACCORDANCE WITH CITY STAN4ARM. ROCKIFRIES OffMrClE OF ROAD RIGHTS- 3F•WAY SHALL BE CONSTRUCTED IN ACCORDANCE VVITH THE INTERNATIONAL BUILDING CODE UNLESS OTHERWISE NDTED, pJ1Amm 15 MOTTO SCALE (NISI STD. PLAN - 268.00 w PUBLIC WORKS EROSION AND SEDIMENT CONTROL P R Il: DEPARTMENT STANDARD PLAN NOTES AZ 9/z8/z018 I ... 1. w ,. _ DATE :4 5 AM1 TESC NOTES AND DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON FILTER FABRIC FENCE INSTALLATION NOTES: 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES) 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4-INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY BEST MANAGEMENT PRACTICES (BMP) ALTERNATIVES MULCH MATERIAL DUALITY APPLICATION APPLICATION DEPTH OF $ STANDARDS /1000 8F /ACRE APPLICATION GRAVEL, SLAG, OR WASHED, 3/4"-1-1/2" 9 CU YDS 3 INCHES FOR SHORT SLOPES AND AROUND WOODY PLANTS & ORNAMENTALS CRUSHED STONE SIZE USE WHERE SUBJECT TO FOOT TRAFIC. APPDX. 2000 LBS/CU YD. AIR DRIED, FREE FROM 75-100LBS OR 1-1/2 TO 2-1/2 MINIMUM OF 2 IN USE WHERE THE MULCHING EFFECT IS TO BE MAINTAINED FOR LESS HAY OR STRAW UNWANTED SEEDS & 2-3 BALES TONS OR 90-120 DEPTH, GREATER ON THAN 3 MONTHS. ANCHOR BY CRIMPING, COVERING WITH NETTING COARSE MATERIAL BALES STEEP AREAS OR NEAR SPRAYING WITH TACKIFIER AND/OR KEPT MOIST. PROTECTED AREAS) PLASTIC SHEETING MINIMUM 6-MIL ANCHOR WITH SANDBAGS OR TIRES ON 10-FOOT GRID IN ALL THICKNESS DIRECTIONS. OVERLAP EDGES. JUTE MAT, WOVEN N/A N/A USE ON STEEP SLOPES GREATER THAN 2:1 IN ADDITION STRAW BLANKET TO HYDROSEED OR WOOD FIBER WITH TACKIFIER. SYNTHETIC FIBER BLANKET WOOD FIBER DYED GREEN SHOULD 25-30 LBS. 1000-1500LBS IF USED ON CRITICAL AREAS, OR STEEP SLOPES, DOUBLE THE CELLULOSE (PARTIALLY NOT CONTAIN GROWTH NORMAL APPLICATION RATE. APPLY W/HYDROMULCHER. NO DIGESTED WOOD INHIBITING FACTORS TIE -DOWN REQUIRED. FIBERS) WOOD FIBER APPLIED 1.25 TONS PER USE 90 GAL/ACRE TACKIFIER FOR STEEP SLOPES LESS THAN WITH HYDROSEEDING ACRE; 2:1; 120 GAL/ACRE FOR STEEPER THAN 2:1 OR ALONE BARK CHIPS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 6% WOOD CHIPS TREAT WITH 12LBS MIN. OF 2 IN. DEPTH DO NOT USE ON SLOPES STEEPER THAN 15% (HOG FUEL) NITOGEN FERTILIZER/TON HYDROSEED USE MIX RECOMMENDED USE DOT SLOPE MIX FOR STEEP SLOPES. ABOVE 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 CONIC. 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 IN: 171833.64, E: 1305874.10 1 2 r� A PLAN VIEW NO SCALE TYPE CB EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE TEMPORARY EROSION CONTROL SEED MIX COMMON NAME LATIN NAME % SPECIES COMPOSITION DESIRED SEEDS PER SQUARE FOOT PURE LIVE SEED PER POUNDS/ACRE SPIKE BENTGRASS/AGROSTIS EXARATA 40 40 40 CALIFORNIA BROME/BROMUS CARINATUS 40 40 40 TUFTED HAIRGRASS/DESCHAMPSIA CESPITOSA 10 10 10 BLUE WILDRYE/ELYMUS GLAUCUS 10 10 10 CALIFORNIA OATGRASS/DANTHONIA CALIFORNICA 98 98 98 NATIVE RED FESCUE/FESTUCA RUBRA VAR. RUBRA 98 98 98 MEADOW BARLEY/HORDEUM BRACHYANTHERUM 92 92 92 CITY REVIEW COMMENTS DATED CITY REVIEW COMMENTS DATED REVISION RK 9/26/25 TJS SURVEYED: SCALE: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK ONE INCH ONE AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: BY DATE APPR APPROVED: TJS OVERFLOW EL 444.00 QF" AAI�I POND OVERFLOW. PROVIDE VERTICAL BARS IN FRAME ® 4" O.C. SECONDARY INLET DETAIL V SEVVER PIPE WATH BUTTERFLY VALVES 3- Y TRASH PUMP WITH FLOATS ON SUCTION HOSE S'xW SUMP WITH 5' OF CATCH TO ACCOMMODATE z qp CLEANING BY TRACKHOE 1 112" SCH 40 FOR SPRAYERS S I IMIOPOHNT SPRAY c N=ES, IF NEEDED 216 SLOPE J `�. ae - ...r,'� 16' ATB APRON T4 PROTECT GROUND FROM SPLASHING WATER ! ATB CONSTRUCTK7N ENTRANCti I BALL VALVE tTYP_I A-5PHALT C-UR1343N THE t QW ROAD SIDE TO DIREGT WATER BACK TO POND PLAN VIEW ErSLEEVE UKOERROAD 6'ATE OVER CRUSHED SASE MATERIAL OR it ATB AVER A GOOD SUBGRADE - LOCATE INVERT OF TOP PIPE 12` TO 14' ABOVE BOTTOM OF WHEEL WASH HI mr SUMP TO A0C0N%v)0A1-r CLEANING BY TRACKHOE l3 DRAINPIPE WITH BUTTERFLY VALVE 6' SL EfVE ELEVATION VIEW te WATER LEVEL. 12' TO IV DEEP I z CURB 3' SECTION A NOTES. 1. CONDITIONS OF USE 1.1. WHEN A STABILIZED CONSTRUGTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT_ WHi=FC WASHING LS GENERALLY AN EFFECTIVE EROSION AND SEDIMENT CONTROL METHW ANti BMP WHEN INSTALLED WITH CAREFUL ATTENTION TO TOPOCIRAPHY 2 DESIGN AND WSTALLATION SPEC*XAT10H8 2.1. USE A LOW CLEARANCE TRUCK TO TEST THE WHEEL WASH BEFORE PAVING. ERl-HER A BELLY RUMP OR LOWBOY WILL WORK WELL TO TEST CLEARANCE- 2 MIDPOINT SPRAY NOZZLES ARE ONLY NEEDED IN VERY MUDDY CONDITIONS Y.3 POLYACRYLAMIDE (PAM) ADDED TO WHEEL. WASHWATER AT A RATE OF D.25-0.5 POUNDS PER 1,004 GALLOPJS OF WATER INCREASES EFFECTIVENESS AND REDUCES CLEANUP TIME. IF PAM IS ALREADY BEING USED FOR OUST OR EROSION CONTR4XAN❑ IS BEING APPLIED BY A WATER TRUCK_ THE SAME TRUCK MAY BE USED TO CHANGE THE WASHWATER. 3. MJIIIFTQ"NCE STANDARD$ 31 THE WHEEL WASH SHOULD START OUT EACH DAY VOTH CLEAN, FRESH WATER 3.2. THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. ON LARGE EARTHWORK JO&4 WHERE MORE THM110 TO 20 TRUCKS PER HOUR ARE EXPECTED, THE WASHWATER WILL NEED TO BE CHANGED MORE OFTEN. 3.3. WHEEL WASH! OR TIRE BATH WASHWATER SHALL BE DISCHARGED TO A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A CLOSED -LOOP RECIRCULATION SYSTEM OR LAND APPLICATION. OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPR VAL ANDADR PERMITS FROM KING COUNTY AND THE CITY OF RENTON VERTICAL_ WVD 1988 HORIZONTAL: NAD 1983/2011 DATU M UNLESS DTHERW5E NOTED DRAWING 15 NOTYU SCALE tw51 STD. PLAN - 215,00 PUBLIC WORKS WHEEL WASH AND PAVED a; DEPARTMENT CONSTRUCTION ENTRANCE GAZ 9/28/20I8 1 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. R-436009 :45 AN O IN S k Q- OF W A Sys Al -A � o Z 10024�0 �� lip /DNA LT � 1/6/26 • J O J v � C � � 7 :3 m . _ pf �O Z3 .0 i W c:N � M 00 N is �0)N c: < #A L0 i LO a-+ f V m W 0 U or-1) a) Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c 7 N N N O Ln N 6, O O O O co o N r.� HBray 02/05/2026Thmol ui N TESC NOTES AND DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N N rr0 Z DATE: 1/6/2026 z m FIELDWOK: 0 O PAGE: DRAWING NO: LU SHEET: ^ GF:66 = m DocuSign Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA638878 Q0 co I w I- l/ui V 0 `r z 00 75 rr L(7 N C) N 1-- LC) N N E 0 IT 7 CV 0 Q) 00 rn N N N 00 N N N CD CD O N N a_ H Q) a fT TESC NOTES AND DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID 6EECF5B6-602A-4E4A-B436-A317AA638878 SECTION A 2"-4" ROCK 2 ao0 1r 2 �1 L A L THE DISTANCE SUCH THAT POINTS B 18' MIN, J/��/�✓/�,f��.�;' A AND B ARE OF EQUAL ELEVATION BOTTOM OF DITCH NOTES: 1. CONDITIONS OF USE 1 1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN B INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO I75 ORIGINAL DESIGN CAPACITY. 22. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF SCOURING AND EROSION HAS OCCURRED AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET UNLESS OTHERWISE NOTED. DRAWING 15 NOT TO WALE (NTS; A0% VISTD. PLAN - 217.40 PUBLIC WORKS PPR D DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 1 DATE DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 2 2 MAX. LEVEL BOTTOM MAX 1� �1 12" MM 2' MIN +� SWALE SPACING DEPENDS ON SLOPE GRADIENT - NOTES: 1- CONDITIONS OF U SE I 1 REQUIRED AT ,, 1 THE TOP OF ALL SLOPES N EXCESS OF 3H IV AND WITH MORE THAN CI FEET OF VERTICAL RELIEF t ' 2 AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW, AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1V (OR LESS) 3-5% 300 FEET (107020)HIAV 5.10% 200 FEET (4 TO 10)HAV 10-25% 100 FEET (2104)HAV 25-50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1, FOR SLOPES STEEPER THAN 2H.1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF. BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP, 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3, MAINTENANCE STANDARDS 3 1 DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF. THE CAPACITY ANDIOR FREQUENCY OF THE SWALES SHALL BE INCREASED UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTSI STD. PLAN - 217.10 PUBLIC WORKS DEPARTMENT GAZ INTERCEPTOR SWALE PPR D 9/28/2018 1 � :45 AN :45 AN KEY DIVIDER INTO SLOPE TO PREVENT FLOW AROUND SIDES POND LENG(3 TTIME5 THE MAJC TH PONO6 D WIDTH) NFLOW SILT \ EQUIVANCELENT DI RISER EQUIVALENT DIVIDER PIPE - EMERGENCY OVERFLOW SPILLWAY DISCHARGE TO STABILIZED CONVEYANCE, OUTLET, OR LEVEL SPREADER CREST OF RISER PIPE (PRINCIPAL SPILLWAY), EMERGENCY OPEN AT TOP WITH TRASH RACK DEWATERING DEVICE (SEE RISER DETAIL, �S SPILLWAY MIN. 1- 12' MIN STD. PUN 216 10) EMBL NT COMPACTED 95%. Tr PERVIOUSMATERIALSMATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED WIRE -BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER 1 357 MIN ��! FABRIC. OR EQUIVALENT DIVIDER DEWATERING ORIFICE DISCHARGE TO STABILIZED CONCRETE BASE CONVEYANCE, OUTLET, OR LEVEL SPREADER NOTES: t CONDITION OF USE 11 A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BY A PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETW EEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKED, 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4"X4"4 MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED 2 2 IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED 23 TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER, 3. MAINTENANCE STANDARDS s 1 SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH 3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED. UNIT SS OTHERWISE NOTED, DRAW ING IS NOT TO SCALE (NTS) STD. PLAN - 216.00 ."-; PUBLIC WORKS SEDIMENT POND PLAN VIEW AND PPROVED' ;� DEPARTMENT CROSS SECTIONS GAZ 9/28/2018 I all DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 d' h11N W OVERFLOW 12' DEPTH 2' - P ROCK DEPTH OUTFLOW CHANNEL IF SETTLING DEPTH CONSTRUCTED BY - EXCAVATION ZNIN. v ' sMAx `L \ - - ` FILTER FABRIC FENCING 1 5' MIN SEDIMENT STORAGE I2" DEPTH 311- 1 12' WASHED GRAVEL NOTES: I.I-, Y BE CONSTRUCTED BY EXCAVATION OR By BUILDING A BERM UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 211.00 PUBLIC WORKS PP" `D _R DEPARTMENT SEDIMENT TRAP GAZ 9/28/2018 I ialf BENCHMARK DATUM TOP OF 3/8N 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 11CITY REVIEW COMMENTS DATED COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION :45 AN :45 AN PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, DIAMETER 2" MIN. LARGER THAN DEWATERING ORIFICE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 CORRUGATED METAL RISER It MAIN WATERTIGHT COUPLING r- TACK WELD �/iIIIII DEWATERING ORIFICE, SCH 40 STEEL STUB, MIN. a 6* IN DIAMETER AS PER CALCULATIONS IN SECTION D.21,52 OF - - - THE CITY OF RENTON SURFACE WATER DESIGN MANUAL 4 4 , • 4 18' MIN CONCRETE SASE (ALTERNATIVEMETAL STAKES AND WIRE ` MAV BE USEDD TO PREVENT FLOTATION) a Fes- 2 M RISER DIA MIN. NOTES: 1 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS, UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (WSJ STD. PLAN - 216.10 "RIPUBLIC WORKS PPRn o- DEPARTMENT SEDIMENT POND RISER DETAIL GAZ 9/28/2018 I all DocuSign Envelope ID6EECF586-602A-4E4A-B436-A317AA638878 Polo $TOSS\TLC' R = 25' MIN- 1 DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2 IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD v \ t00' MIN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-S' QUARRY SPALLS GEOTEXTILE 15' MIN PROVIDE FULL WIDTH OF INGRESSIEGRESS AREA 12" MIN THICKNESS NOTES: 1. CONDITION OF USE ,.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE 12 FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTEUWIOTH TO PROVIDE VEHICLE ACCESS'PARKING, BASED ON LOT SIZEMONFIGURATION 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1 A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD- THE GEOTEXTILE SHALL MEET ME FOLLOWING STANDARDS. GRAB TENSILE STRENGTH (ASTM 04632) 1 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM 046321 1 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM 06247)1 495 LBS. MIN. AOS IASTM D4751) 12045 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT. OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HIM FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS, THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT 2A FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM. COMPACTED SUBGRADE THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1- QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. ff THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. ME PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 34. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UPON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S). FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS APPRovED 11` DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 DATI RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED' TJS :45 AN JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES. WIRE RINGS, OR EQUIVALENT TO ATTAR FABRIC TO POSTS 1 i 2'k2' 14 GAUGE WIRE, OR EQUIVALENT. IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 2'MIN --��------------ I '' l� 6 MAX - I •, f, POST SPACING MAY BE INCREASED I V• 4' MIN. TRENCH I J TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH NATIVE SOIL �� OR 314" TO 1-12' WASHED GRAVEL Yx4" WOOD POSTS. STEEL FENCE POSTS. OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE II SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND 2. DESIGN AND INSTALLATION SPECIFICATIONS 2. t THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW A COPY OF THE MANUFACTURERS FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE ADS (ASTM 04751) 30-IDD SIEVE SIZE:tfimm) FOR SILT FILM 50-1OD SIEVE SIZE IEI /S-) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM 04491) 0,02 SEC" MINIMUM GRAB TENSILE STRENGTH (ASTM D48321 180LBBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION(ASTM D4632) 30% MAX (WOVEN) ULTRAVIOLET RESISTANCE(ASTNI 04355) 70%MIN. 22 STANDARD STRENGTH FABRIC REOUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE WERE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE 2.3. WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL NOT BE STEEPER THAN 2H, 1V 24 IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCHMAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 2.5 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE- 3 MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 3,2 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIUTION OF FLOWS PARALLEL TO THE FENCE IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT 3 4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH 3.5 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. IT SHALL BE REPLACED UNIESS OTHERWISE NOTED DRAWING IS \•: - T[: S.-A-i INTS'. STD. PLAN - 214.00 " PUBLIC WORKS DEPARTMENT SILT FENCE GAZ 9/28/2018 1 ❑art DocuSign Envelope ID: 6EECF5B6-602A-4E4A-8436-A317AA638878 5" MAX DRAINAGE GRATE TRIM GRATE FRAME _ C_ OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS ' FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM(TYR) Q 1 / OVERFLOW BYPASS(TYP) BELOW INLET GRATE DEVICE J ISOMETRIC VIEW NOTES: 1 PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA- UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS), 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION MI.3(15) 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 PUBLIC WORKS °PRR wlD DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 I DATE :45 AN :45 AI O N S %r WASyi Al Al Q 1 7 -A O Z 100 41 0 STO, �Ql- s/DNA L ENG 1/6/26 • J O v Y! W � � •� O V , i W Z3 c:N N M C QOON -00)N Q LO a-7 Ln N m 0 W V N a) Y N r- R-436010 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING :01 �J N J co O O O O I co Ir ra :45 At CA BEFORE YO DIG• HBray 02/05/2026 W N CD N LL U 0 N 1-800-424-5555 pC O Z SCALE: DATE: N/A HORIZZOONnTAL- NAD 1983/2011 TESC NOTES AND DETAILS m CITY OF 1/6/2026 z FlELDBOOK: 0 0 RENTON PAGE I%MlVFHARMONY RIDGE DRAWING NO: ONE INCH LJ.I AT FULL SCALE DATUM Planning/Building/Public Works Dept. ICHIJO USA CO. LTD IF NOT ONE INCH < U SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET. 10 °F' 66 = pp Lu Lu 0 z 0 75 LL Q E Q 0 0 00 0) N (14 N 0 •L Q) Q) 0 Q) i 00 N N N 0 0 0 N N a i.7 N DETAILED GRADING PLAN • I III I ^ ROLLING' nIL_L...i I 0 III n /,r I InA /r^ , N46'50'26"E 18.28' " (: VIL.L-ll\7L nVIVIL_.),, \ FOR 0 ") 139914 00 °o HARMONY RIDGE N I I Do REMOVABLE WOODEN A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. BOLLARD PER COR ' F�' STD H021 (TYP) " goo• y � s CITY OF RENTON, KING COUNTY, WASHINGTON 0 �� Lo EX OFFSITE CDR/W , �, " , TREES (TYP) C� S1635 43 E 6.32 Irr, 33.5f f f f ROL.L-II IG HILLS r G \ ,' �/ / /' /� G �� \ \\\, [ p i R/W O I; 00 )nl I 1" I/, I III I / / , �.J• J{ 0 25 50 100 1 ,III A / • , I 04 A �," I 7 3992n 0860 / Gr I s SCALE: 1 "=50' ::... EX BUILDINGS 11 ,n /I x TO REMAIN II EX SCHOOL 1 0 I : . N84'02 53"W 18.79 x TO :" / ; #. I \ .45 x L _ R I S20' 17, 08"W 6.32 EX OFFSITE ....... -8 \ REMAIN N c TREES (TYP) EX GAS I \ \ o r --- coo, o00 I ------ i• -•�••...:::'- �' /' / ; �,,/ LINE (Ty '�, � � I °o / 0 I� I �I o I r A TIT n T-)I/,I! TREE PROTECTION }. ��^ I IL r n I r FENCE INSTALLED PER K' •eq I "/"RR+J�01TF; / o o HARMONY RIDGE PHASE 1 I 42 00 IVIII TREE RETENTION PLAN 6. - o• ' - / \ 2 20250829000451 Trnnn->n nrr KAA �Ir I �,)"� 139930- �240 \ ° - `� ON SHEETS 45 TO 52 LVUVhV ULL rvinhlL / \ : �h : �... C .� ........... ::- - _ _ - - - 12 126.42 _ nC)"I n �',; n 9 nTv r )r T 6, f �� I �'� 0 / /, 6/ IV /' 3.,v\i0 I250 > VI I I VI hL"V I VIV 1 u''.I I \ \ SO' 1 "W l,I IN 1 V 2V2.,V 1 �OP� Lp TW=460.0 2.4 In i 1. o � S1 29 15"W 87.17 ✓ / \ \A/I IlT 1_1 I_ 1 n .... 7 � \ / � \ ° ° 4Y �J TW 464. s.o BW=458.4 � QQ\g' B =456. 21 YYrll I L� ILL-U �� p \ \�.\ �� � �•O \ r n "I" 1ETTE � TI K \ \ / / \ - \ \ . \ �,�. �� EX CHURCH'' , V/ ..' •. oUL^I vl vL_ I I L u I ILKL / v... ;_) ,' 399,30- 230 _ 442 G �5 SO'42'56"E 61.21' Q TO REMAIN `V.' �o \ ° h`� TW=462 0 6 .°..:-_I L_ '•' "••• ' _ O LI/,I I\/rij nn�. �` / I N ,• .5' I .-•.- ,,' ,' /' .-•.•:.:` IV\7V ILL..0. `\. B =457. - fib',-• ' J, ::: T-'^"' I _ _ - - - - - - - - TRACT C m 3� TREE PROTECTION / r n\//,\71V \A� Q _. ROCKERY WALL :° 1 Q .' "- P; I 7 39930- ;260 \ TREE RETENTION ' W ' FENCE INSTALLED PER MAXAX H ---- \ / .....�.\...........`.\ N4 6 E 541.4 _ _ - 89 85. .::... \ \ 'S0'2 6 ). ' '28'36"E 47' Q `. ;� 4 • RETENTION PLAN p :: \ �T n \ 6 70 TW=458 0 ��O 2 � TREE RETEN ON LA / r\/ n A IN ITI O k 1 J v 1 111 VL.L 1 UI-ll VILL. \ , o � - + / •-: 0 _ 9 1.1 ' -' SO'16'12 16' ' �• ON SHEETS 45 TO 52 \ \ ` o TREE PROTECTION 45 1 20 \ nTnll� ,,A\,A \ BW 456 "W 48 \l I nr\L_ rvin I n \\ P'/ � I I•:: ) 7 39930- 220 // \\ \� ; FENCE INSTALLED PER , 1A=90'03 52 i)VL-L.IVIn V GER �_D \ / \. \ 456. TREE RETENTION PLAN I ;� ' \\/ R jrTII \ / \\.\ ON SHEETS 45 TO 52 0 .. �............ 4 6 455.90 I TRACT D :: >1 _ - / \\ cy L,L_ I HI . V \\\ o Q c I L-39.30 0 _ � / ^ �)"' ' 399 '127 \\\\ ` \ 0 S2 m o TREE RETENTION _ - >ivivh`)f1hEE Jniv'IE;) �\ \\\ i� (°'"� S1 0 0 1 n[)"I - ;QG;n ��,rn /�\ `. `\ .•.. Y` R �' \- R W'-- - --- - ---- I -� I I STOP BAR PER IV \,V-I11V / \ No S1 P 9'20'56 67.6_ - i COR STD 128 I P S �$° � ° s2 0 :::. � ' � • ' = , ::.:'. \. ROAD A I REMOVABLE WOODEN 5-6_ _ _ 00 \/T"' TI I A T Q \ \ \ ��\ --� w RESIDENTIAL ACCESS -- \ I VIV IV\7V I LIV I rin I (� F / \ \ \� BOLLARD PER CORD _ � _ I� S. P S n� )iv i.3993 v-i2:iv !' - \ \ \ _ \ ��.' :0 �•2 0 v STD H021 (TYP) / � . , �. 1 _ -1 STOP BAR PER G/ .�9 •• - `- / I r,V VIV\7 I \ \ o •T R/W - . „•n / COR STD.128 P Ji / �► \ / l^,=) TW=457.3 PROPOSED !I 7- i BW=456.3 1'o c P S MAILBOX LOCATION y __ _ 11 I 1 0 ; �5. V� 1 2 455.30 ,, ' :.. 455.90 \ 1 ' �)�fnn IT /\ n Ff\/ .. 6+ 1 55.8 I `! r\Vlv I \7^ \ 1 1 I 4�. ILLUMINATION POLE. 456.90 n nl:,n `, ': '°f �.\ rd• I I I 456:30......... LOCK AND LOAD W A S �l,i I v I399 3v \ / 1 \ \ \ 1 I I I I RETAINING WALL SEE SHEETS 59-63 nI ;-�LI ^I Ir-,^,II T \ �` / I I TW=457.3 , I N I -I ;:;•: '� NOTE: , •: VL V r,Lr\r\IL. ,�: \Q \\ 111I = (6 MAX HEIGHT) FOR DETAILS. I Q ' Ate)"I -f ;VV 1n a• �n :. v /., .,V- L,V� III I j j 1442.... 4............ Im U-.=--------- 1 39 00 z A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT ' ,• ''-'�?••• A ��� , I I I I . ,�� ice........ a_� ..•r� I I i A 1 � 0 l VJ TO BE PRESENT DURING CONSTRUCTION OF 12 �,.�.... II 440. 0 I 2 r1 I E t 16 Qa , 0 41 GRAVEL PATH AND PERMEABLE PAVEMENT. - 1 vI 1/ i 456.30 457.20 I 6 / / 454:60 ........... w i 10 L / S T ER SPECIAL NOTE: 0 1 P o I 456.90 LV 3 sio WALLS TALLER THAN 4 FT HIGH WILL REQUIRE SEPARATE RETAINING WALL LEGEND (� \ 0 I I j I w I > W NA L E BUILDING PERMIT. HEIGHT OF ROCKERY WALL IS MEASURED .... TW=457.3 f.. I ALLEY Z I s 1 s 2s TOP OF WALL ELEVATION (TYP.) C/> \ ... o , (I I 1 BW=451.3 6'0 �. -' I I Q a „�.. w / / FROM THE BOTTOM OF THE BASE ROCK TO THE TOP f cry ► 1 \ \ �� I •. .: 163 1 .: OF THE CAP ROCK. HEIGHT OF RETAINING WALL IS 6.0=439.6 �\\� \\� i 1 5 ;f , = o TW=396.7 I I A I!""In T n I!" BW=433.6 �.. 456.40 457.50 z :. MEASURED FROM THE BOTTOM OF FOOTING TO THE TOP 0.5^' ^'�" '"' ^'\^ �` ` \� <.I I I BW=396.2 A �,I I - n ,, ,n / I \ \ I o 453.90 10' 53' I : 10' I OF WALL. ;� . ; 0 \ T I t0 f>J O � nI IV ,.,�...,V-III/ / � R� , �,,1', TRACT A ,� :; I - � I I I a UE R/W UE 9 Ir ;p,. J V EXPOSED HEIGHT OF WALL (TYP.) V / EX TREES TO BE `�6 I I I I I� I I: I DRAINAGE FACILITY I ~.. I I r C 1\ I I= I I I 456.50 ..... CENTER OF LOT STATION LOT NO. ROAD NAME WIDTH STATION 1 STA 30+56.50 ALLEY Z 60' 2 STA 31 +11.50 ALLEY Z 50' 3 STA 31 +61.50 ALLEY Z 50' 4 STA 32+11.75 ALLEY Z 50.50' 5 STA 32+62.00 ALLEY Z 50' 6 STA 33+12.25 ALLEY Z 50.50' 7 STA 33+07.00 ALLEY Z 61' 8 STA 32+46.50 ALLEY Z 60' 9 STA 31 +86.50 ALLEY Z 60' 10 STA 31 +26.50 ALLEY Z 60' 11 STA 30+61.50 ALLEY Z 70' RESIDENTIAL CURBCUT DRIVEWAY TYPE R1 B TABLE DRIVEWAY LOT NO. ROAD NAME WIDTH STATION 12 STA 23+01.13 ROAD B 15' 13 STA 22+76.74 ROAD B 15' 14 STA 22+02.50 ROAD B 20' 15 STA 21 +70.50 ROAD B 20' 16 STA 21 +02.50 ROAD B 20' 17 STA 20+70.50 ROAD A 20' 18 STA 14+04.03 ROAD A 15' 19 STA 13+03.86 ROAD A 20' 20 STA 12+27.86 ROAD A 15' EX CHURCH STA 10+81.64 ROAD A 24' TRACT A STA 14+29.12 ROAD A 15' EXPOSED BOTTOM OF RETAINED TYP ��� 3 \.III I I lI 450.80 I ;.:. / I 10 ' d (TYP) I I I I I I I II IIII I : OOTZZ : I I O / I M i 38 0 L WALL ELEVATION (TYP.) / 1 I I I. 1 I u...:. I III / I !UCH 1 tf1 o I I 14 I 4 0, a� / LOCK AND LOAD I I F \1 RETAINING WALL NUMBER / I I I I \ 1 I : 1 453.10 J 456.00 457.30 .. � I � D i S RETAINING WALL � � � 1 \ \� - -� P I •: (6 MAX HEIGHT) // 00 1`� ` � I --- C Im W I•r a' •� a 1 TREE PROTECTION KEYNOTE: 9 rlI"I „IIr�Tr-, ____ _ _ \� 45 \A i o I m vrlLvl v\7 \,r1L.) I Lh \y� / (D A \ 399 3n n / \\���//\ I /� po I ii �� (li IV ,. \ �/-Illll � K -;`_- 'I .. ��.��, , :, , P I � � -8�. I1po Y_ V O I pc Lu PROPOSED TREE TO BE SAVED. FOR EXACT DETAIL AS TO %' TRACT B ' 441�,-T60 'w / / / I �r 455.40 I ' •• 5 N. N WHICH TREES ARE BEING COUNTED AND THOSE WITH \ cv / / / / / 13 I 1 I x M TREE RETENTION M I :1 I I 101 1 7 I: -: P 455. 456.60: POTENTIAL FOR SAVING AND NOT BEING COUNTED PLEASE / : I ls_ : • I 00 : 1 1 1 1 450.60 :1... I I i Q CD N REFERENCE THE TREE RETENTION PLAN ON SHEETS 45 TO 52. / / Ljnl LR JGS I I 1 I 1 \ I I I' X 01 N A"In nF,-,n * IIIVU'^i hIL- I f TREE PROTECTION FENCE A . 11 ,uu ,n / 0 . R55 I I I I N SEE FENCING AND SIGNAGE DETAIL ON SHEET 52 14 -IIVV (� I I: I I I ..� 1 x TREE PROTECTION 0 _ cb I I I I I , o 137 Ln MINIMUM ROOT PROTECTION ZONE. SEE / 4.42.1 ' I I I I 12 I 454.30 / 6 35.5' I O 1714 Ln FENCE INSTALLED PER / I I I I 7 TREE RETENTION PLAN AQ I: 1 I 1 1 �. /. , 454.20 455.40 R/W I TREE PROTECTIONN / SHEETS 45 TO 52 FOR MORE DETAILS. 66, o F , , , 450:20... P P , , I 1 I FENCE INSTALLED PER m V Y ON SHEETS 45 TO 52 2�•, 4_ \ 1 1. 1 r/ 4 PATHALT L I r- I A r"! '!1 II ITS TREE RETENTION PLAN cD I ll \f♦ I♦IVV I L_ SPECIAL KEYNOTE: GAS MAIN KEYNOTE: / AI C\/n Alnr-, / \ \ llL-L_/\/l1 VL.Lr\ ON SHEETS 45 TO 52 n7,"1 -. -uuA .. I-li IV /vvvvV-IVvV / -• *PER THE TREE PROTECTION PLAN/REPORT PREPARED BY APPROXIMATE LOCATION OF GAS MAIN PER WASHINGTON FORESTRY CONSULTANTS, INC PRIOR TO ©OLYMPIC PIPELINE, GAS MAIN MARKER (TYP) / ' - - �/ 0 - 0 no 'IT 11 x / PLAT BOUNDARY - CONSTRUCTION, THE CONTRACTOR SHALL ERECT AND MAINTAIN N89 54 %J/ 425.00 I SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION \ / TREE PROTECTION I I' I KEYNOTE / FENCE INSTALLED PER 4' PERMEABLE L J FENCING AROUND THE MINIMUM ROOT PROTECTION ZONE OF ALL / TREE RETENTION PLAN I I PAVEMENT RETAINED TREES. ALL DISTANCES FROM THE TREE PROTECTION NO PARKING - ANYTIME" SIGN TO BE / ON SHEETS 45 TO 52 I _ _ I m N I '^' ' ^'' '!"' IA/,I!^n"I TAIlI\/Al l a- JIDIHI1V..VIV K LE INSTALLED BY APPLICANT. EXACT NUMBER \ / �nV1\ Vlv ,I\I1 ,n L �> ' rr-)/,I I^n"I n A lln "I / A 7,IK n-an n ARm l ml `I ll.\-/ J+vVLL-r rIJ \VIL. v FENCE AND NECESSARY ROOT PROTECTION RADIUS'S ARE LISTED F ER N,US\/1 V IU I V T / I!--, A I I/,rl A llr V 399.311 INFO I I AND LOCATION TO BE DETERMINED BY CITY h - TREE BY TREE ON SHEETS 50 TO 52. DRIPLINES ARE NOT USED SINCE MAY TREES HAVE SURROUNDING TREE COMPETITION, ARE ROAD NAME SIGN AND STOP SIGN VVI\L I-ll V\7LL-ll A�)"I f;VV \ ^ �)"' -° ;au ;^ ^^:z^ A n ,n-.n I ^' '" / ,' .,0- 0`IO I `) ^--1ERSO"� I KE,_' TH R+E�-r` ICE -PIN 7399,50-10„0 R'4 TIGHTLY SPACED, AND CROWNS ARE NOT SYMMETRIC. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL BE ONSITE TO INSPECT ❑S INSTALLED PER DETAIL ON SHEET 33 GRADING NOTES ^-)11 '�iaO�n-,n` n ^` I v / ., ,V Iv ry IN COMPLIANCE WITH CITY OF RENTON STANDARDS TREE PROTECTION PRIOR TO CLEAR AND GRADING IN PROXIMITY OF S1 OM4-3 RED DIAMOND OBJECT MARKER 1) CLEARING AND GRADING OF THE PROPERTY SHALL BE LIMITED TO MAY 1 TO SEPTEMBER 30. RETAINED TREES AND DURING ANY CONSTRUCTION ACTIVITIES NEAR , DEVELOPMENT ENGINEERING `+ N O Li) N 6, u N Q J H H N THE RETAINED TREES. PLEASE REFERENCE THE APPROVED TREE S2 END OF SIDEWALK SIGN PER DETAIL ON SHEET 33 2) THE CONTRACTOR SHALL VIDEO THE APPROVED HAUL ROUTE PRIOR TO THE BEGINNING OF HBray 02/05/2026 00 PROTECTION REPORT FOR MORE DETAIL. APPROVED TREE CONSTRUCTION TO IDENTIFY THE EXISTING CONDITION OF THE ROAD WAY. FOLLOWING THE LLI PROTECTION PLAN IS LOCATED ON SHEETS SHEETS 45 TO 52. BEAM GUARDRAIL TYPE 31 W/ "DESIGN A" END COMPLETIONOF PLAT INFRASTRUCTURE, O TRAVIDEO THE HAULROUTE N R SECTIONS. SEE DETAIL ON SHEET 32 DIDENTIFY T POTCONSTRUCTION ONDTTN OF THE CONTRACTOR CALL BEFORE YOU DIG. N NOTE SHALL REPAIR THE ROADWAY TO A CONDITION EQUAL OR BETTER TO THE CONDITION OF THE 0 1. DRIVEWAY WIDTH PER C. MIN 5 SEPARATION INITIAL VIDEO. REPAIRS TO THE HAUL ROUTE SHALL BE COMPLETED BY THE CONTRACTOR AND 1-HOO-424-5555 0 REVIEWED AND APPROVED BY THE CIVIL PLAN REVIEWER PRIOR FINAL PLAT RECORDING. pC OF DRIVEWAY FROM ADJACENT PROPERTY LINE Z ® PROPERTY LINE. 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS suRmED: SCALE: VERnCAL. Novo 19M HORIZONTAL NAD 1983/2011 DETAILED GRADING PLAN DATE: 1/6/2026 2. SOIL AMENDMENT SECTIONS TO ALL DISTURBED 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: 1"=50' o CITY OF z 0 SOILS PER DETAIL ON SHT 32 RK FIELDBOOK. 0 DRAWN: R E N TO N PAGE: � � BENCHMARK DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK ONE INCH DATUM v4uv HARMONY RIDGE DRAWING NO. CrMONUMENT AT INTERSECTION OF PUGET DRIVE CONIC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA TD Y Y.1 HORIZONTAL DATUM: VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH T (JUNE 2022) (NAD 83/11) IF NOT ONE INCH , CO.,, Q V NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 N0. REVISION BY DATE APPR ^PP JSSCALE RDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 S"�` 11 °F* 66 = m Q0 co I 0 W W 0 rr z o 75 rr Q N 0 N N E Q) 0 0 3 N o, co N N N / 00 N N N / co 0 0 O N a_ a i_L 0.4' TO TOP — BACK OF WALL z cn w_ 10 d d. BOTTOM OF WALL ELEVATION NOTED ON PLANS DEPICTS A d. :4. THE ELEVATION AT THE EXPOSED FACE Z d d- FINISHED GRADE d. 4 ° d. BEARING PAD ELEVATION TYPICAL LOCK + LOAD WALL PLACEMENT DETAIL NOT TO SCALE 2' MIN. SETBACK WITH TERRACE" LANDSCAPING I J J a a 3I 3 0 0 Lul 12" MIN. m FINISHED HOMESITE BENCH GRADE 776R/ BEARING PAD ELEVATION ROCKERY (CUT) NOT TO SCALE FINISHED HOMESITE GRADE 2% 1Aj�\ //\� �. ----- I BEARING PAD ELEVATION INSTALL 8" POST SLEEVES FOR FENCE LOCK+LOAD RETAINING WALL \�\\� (GEOTECHNICAL DESIGN REQUIRED) GEOGRID PER GEOTECHNICAL DESIGN CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE LOCK+LOAD RETAINING WALL PER DETAIL PREPARED BY EARTH SOLUTIONS NW. NOTE: RETAINING WALLS CONSTRUCTED UNDER A SEPARATE BUILDING PERMIT. WOOD OR CHAIN LINK FENCE (6' MAX HEIGHT) THE GEOTECHNICAL ENGINEER \� SHALL OBSERVE NATIVE CUTS FOR EACH ROCKERY. ADDITIONAL FLATTENING OF CUTS MAY BE RECOMMENDED BY THE GEOTECHNICAL ENGINEER DEPENDING ON THE SOIL AND GROUNDWATER CONDITIONS OBSERVED. (TYP.) SLEEVE (AS NEEDED) _ ROCKERY RETAINING WALL (TYP.) (GEOTECHNICAL DESIGN REQUIRED) ALL RETAINING WALLS SHALL INCLUDE A FOOTING DRAIN CONNECTED TO THE PERMANENT STORM SYSTEM, UNLESS ANOTHER CONNECTION POINT IS SHOWN. (TYP.) CONSTRUCTION NOTE: THIS DETAIL IS TO BE USED FOR WALL PLACEMENT ONLY. FOR CONSTRUCTION PLEASE REFERENCE THE NATIVE CUT ROCKERY RETAINING WALL PER DETAIL PREPARED BY EARTH SOLUTIONS NW. 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 SITE CROSS SECTIONS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON El ml 450 445 440 435 430 425 = WHo Er O J —OCK ANE LOADEr N Lu 0 SECTION LINE mm o Lu M m CO � n � � coO N N-) N� �Ln � O N c0 cCO)� rn 't U � n LO Ln n V) n Ln j LO LO LO 0 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED �nl REVISION 465 460 455 450 445 0 w z J 0 w 0 ryHJ J J J J J i A r7 0 SECTION LINE 0 SECTION LINE Ln M Ln CO O 00 Ln � Ln U7 17 � C6 O � co N � N N 1(j 00 Cp 465 HORIZONTAL 465 HORIZONTAL 0 25' 50' 100' SCALE: 1 "=50' 460 VERTICAL 0 2.5' 5' 1 0' SCALE: 1 "=5' 455 450 445 440 435 430 425 0 25' 50' 100' SCALE: 1 "=50' 460 VERTICAL 0 2.5' 5' 10' SCALE: 1 "=5' 455 450 0 N S k �F W A Sys � o z ^p 0 41 01ST0, NA L 1/6/26 J O J v � C _ 7 t . _ Z 0 of i W �N N M i 000N is c: < i C L0 a-+ LO f V m W 0 V N a)! Y r 445 R-436012 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N N O O Ln N LJ co J O O O co OC ra HBray 02/05/202600 :01 W 04 CALL BEFORE YOU DIG: 0 N 1-800-424-5555 pC O Z RK 9/26/25 TJS SURVEYED: SCALE: DATE H 1"=50' HORIZONTAL. NAD 1983/2011 SITE CROSS SECTIONS 1/6/2026 Z ca O ANG 1 /5/25 TJS CITY OF DESIGNED RK V 1 "=5' u FIELDROOK: O DRAWN: RENTON PAGE: RK ONE INCH DATUM HARMONY RIDGE DRAWING N0:LU CHECKED B JT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH ICH IJO USA, CO., LTD Q V BY DATE APPR APPROVED:TJS SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 12 °F 66 = pp � (D O � L L � NLu � U E Q 0 0 N73 00 rn N N N / 00 N N N / rn O O O N N N _„\I I IAI„ III„ COMPOSITE UTILITY PLAN hVL_L_IIV\7 r11L_L_.. J cp II V IL.L_n\7L r,VIVIC.) ,N // ` FOR �' A [)AI •1V%A1^_^22^ SSMH#3 /Ff ¢� / 144 0 N46'50'26"E 18.28' I III N HARMONY RIDGE N • / ° A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. o SSMH 4 v_\ I T(° - J # CITY OF RENTON KING COUNTY WASHINGTON o I Ir, I I (o / ,' EX OFFSITE O R/W �b I S16'35 43 E 6.32 n ,, \ I % 60 TREES (TYP) ..:- WW I I I, .• 0 II R/W \OG 0 25) 50' 100, F/IAnILL^ OQ ]: V IL_L_n\7L r,VIVILv n� Iv /39920-V.,.,V •. SCALE: 1 "=50' ....... .......... . EX BUILDINGS Ln o \ I \ x x TO REMAIN I gi I I EX SCHOOL o I .. 458 x � L TO REMAIN Nil // ccf� \ U VIT\I VI- REEI'T VIV O •• 0Y 1 . SSMH 2: ... #..- / / G' ..•.,\.✓,:. -.. _. A�,A1 2n/, 1n,r u�nu r I I :I . L Gn 11L n I hl\- \ GY . I _ r A Tlr P A T-)I/,I" = TREE PROTECTION nr I. V2.,V..I-., IV., _ '`� . -t � S1'56'36"1111 31.65' .�.: I PvS�hR+JUDIT�; / SSMH#5 :. FENCE INSTALLED PER- �_ 9� .., - /, / aV'. •O A. n q.,An - �`- ----- L::,__•-_ I III CB 4•: ` )� 1 1ou ; TREE RETENTION PLAN EX HYDRANT - #. / / 4• Tr/'\n/-\-)/-\ nrr A A n �Ir I n I V / \,vv 3V- 24nu \ - -I I ,I• - ON SHEETS 45 TO 52 .. / \ TREE PROTECTION N 3\ n �,n 1 ,uu ;^ �/,; n ' m I = > HARMONY RIDGE PHASE°° / 44g... FENCE INSTALLED PER o , I _:::: TREE RETENTION PLAN �� SSMH 6 W W 20250829000451 # ON SHEETS 45 TO 52 ��P I .f: �` EX OFFSITE --® N N1'29 15 E 73.87 vE T T E T1E;Lj TREES (TYP) .. I ;n . in P(OH) - _)�' 399„ ;- 2.;v _ \ 442 ajh �I - ��.� • 2f�/ �, : .' \ - �`� 6 .� EX CHURCH A I/,^ ^ /1 _ /.. '..... �•� y,, Q V\7Vl 1\/rL� LKA I L nV <( TO REMAIN - I / ��. I hnANI l v nvn.7l V -2'. (. , v� I I I EX CB 1 J,� �i' ..: •: \ A�)"� �'.;99 3V-1260 - - - - - - - - - ,;... TRACT C O SO 16 12"w 126.4 1 a 35.5 I TREE PROTECTION o' 43'& O g� ro ROCK Y as v�/ R W - `i. 2 G,::.: FENCE INSTALLED PER / \. _'.. p`L ... WALL (TYP) I. �o / Q '.. cry EX CB 4j/ .•': \ '.. \ TREE RETENTION'. h . �\ 12 STORM \ \ TREE RETENTION PLAN / �\ \ `\� '. ° ���0 10 STORM v EX 6" AC ON SHEETS 45 TO 52 / \ C -.458 EASEMENT /-.......' F I w WATER LJ.. / 1. •t. CUT INTO EX. ��' /' /'\` i�VL_L_IVIn"v GER��_D \ \ / \\ N BEARING PAD I S89'28 36"E 85.4T o " t° SEWER LINE AND ���/% : , ' : JTnI VL.L\I "�IE�_+ 1.. O e= d / \ \ d " 9 20 90 03 52 N I FIRE HYDRANT S u LjET�I S O.j I - KE \\ \`�\ \ F1 8 WATER ELEVATION TYP 456.50 455.90 1 R 25 00' ' �- \' / ( " I TRACT D - INSTALL MANHOLE CB#2 Q A[,AI 10G1n 1270 \ A , I - n n ''�\\\ ) ;':t - -- EX HYDRANT TO ss / ,/ //�` \ nl I v / ., ,�- 1t / V n` v /'.;99 3V- 122\/ \ \ ° `r Ill= 1 TREE RETENTION L=39.30 o �/ AA ��)11 rr IAAAC­ \� \ s CB#22 Q SO'1612"W 48.16 ,"1 ___-- , I,.,, BE�REMOVED ,�/-...../-- \ \ Ivlvh' f1RL� " # ` -) n 1 1 SSMH 9 # I 12 STORM SSMH 1 J� // \ / J - /� \ \. \ SSMH 11 n�,A1-';QO;n „�,n /\.-�..�5� � # , R w :._- -- OAD A-� / CB#1 P� nr 1v V ,�h '. \ 4 8 . / TRESIDENTIAL 1 G \ \ \ ��\��52 CB#21 T CB#23 CB 24. =u 89 20 56 67.66 . T/lA l A I/,1 1\/rA l TI I A T\ \ / \ \ \ T$� .0 .... ACCESS I VIV IV\7V I L_IV I r,n I \ !'� / .�(•` "' V-� A -,)A ,u\. ��n^ \ / `Lj \ \ \ \ �. \ .. ... �'`� ? C3E#25 `:- - _ - / //'� j� EX CB#5 \ \\ _ / " % `' 12" STORM \ `\ \� \.. SSMH#? r SSMH 10 18" STORM 1 IRRIGATION AI \ 1 \.`...:. SSMH ..8 r r - ------CO., s V\7V I L IV IV\7V\ W r R W SERVICE WITH \ / --- -- SSM 12 P o C ) . DCVA PER COR r r STD 340.8 G1 \tis\s I�oB#26....... '_"- 1FIRE HYDRANTQ CB#35 ............ P 45mTY p1g. 450II � 1 .; AgotiJ \I N Sy� ks� 455.30CB#30 WAS6456.30. Q 455.90 24" ST s ,h.• -. � ORM LOCK AND LOAD \ ... ....... 1 / nl ^rAl ^1 Ir'RRI T - /VL_vLl V :;nchhlL. I I I I I -I• �... RETAINING WALL-'(TYP) O W I _ ' I CB#15 _ Q.. CB#16 0 l 2 , Z M. 14 3599.;0-11.;0 � � 440.. N.. �� Ss .-' .. CB 19 . r 1 l i i r 1 0 54 7.20 I LJ,J c r\VI v I \7nr\ # i i 1 CB 18 _ V w i.. 456.30 0 41 -., 1 (%� A P - ;cc ;n nn,n .• ..-.. .:.:.. -CB# 17 ` ...454.6D........ , 5 I 10' 456.90 E I J I ER�� # . WATER Q... I./.� F L'' 10 3 I SERVICE :(TYP) LW 24 STORM i WATER UE 3 r R W \ \ i UE ' . 18" STORM i 1 ALLEY Z `Q N1 =- -_ x 1/6/26 1\ .. \ I : SERVICE (TYP) ,� 6 , Q w N \\ \ \ \ \ N I o SSMH#15 3 = o AIAI AA1/\ \/1ITAI A \ \ \ II' II I Nlis vnr:nlvV `�` \ �\ I 1 5 11 SSMH#13 456.46 457.50 E- Z I {:..: V E ,'3 993c-1120 o ; : ► \ `. TRACT A I 453.90 ! I _ LW I - I J 0 / $ , \ ► :I I: DRA AGE FACILITY 1 E 9 , EX TREES TO BE TY I" / r t1: IN ILI 8 SEW R „ . 1456.50......(k�` CB 27 , r Ago •` C RETAINED (TYP) ��: `..I I I I I I I: 450.80 I 8 WATER o i II K r 1 # 10.. i 38 0 I 1 :; � '. �' I I 1: I I i BEARING PAD \ 0 r I} I I I j I II p T 18 -.STORM I 4 UE 1 to / p I I a 11: u u'' ELEVATION (TYP) I I I I 1' I I r CB 32457.30: tC>1 / LOCK AND LOAD I 1 1 1 I:I 1 - 14 # ai +-, m WATER i / RETAINING WALL (TYP) d 1b \ .I, \�:- : w , O 453.10 j SERVICE (TYP) --- N� I I I 1= •� of ,( :,'r;EvNG C'r-ITEr� / ✓ \ \ - \ \ C Z 1 o I 1 m y � B R 441.fi0{ / / x 13 `. I �r 455.40 I .....LO N_Y ti , /TRACT B •� - � I � � .r � -- •'I. 455.1 ... � - - - x � � Lu M \ M`v I:I I I I.. FIRE HYDRANT 0 456.60.: 1 �z > 0 N / TREE RETENTION 'L� I. I I 1 I ' S TYP 1 ; � = 'I \ / rn r- 11^TI �p l I a� ( I •'-�'-.'.:::::-.... i I X � •� � � N / rnKER JV :1 1"� �• M�' i I I I I: ry \ 8" SEWER 1 I I iQ C Q lN0• A A 11•, A �,-,II A I , �jt .� :.... U� BEARING PAD i I IN nl vIJ n. h1L. I v N I A -,,A 1 ;;, , 0 ELEVATION (TYP) M > Ln ni Iv /.,.,.,..V IIVV / ? 37 0 i.... x r- 6' _ 1 : 7 35.5 1 N L i a . 12 I 454.20 6 / •?s, I .1 I I I. a7 454.30 is 0 N I , v. / ) A -)I( IAI Tr 1: \ I I �. Ln 450.20 / R/W I N ! V = ARK KlvV I RO': I I \ \ \ : / SSMH#14 CB 28 455.40 i N 1 m (, Op Y / nL.L,.nlvvCh t � :'\ \ \ .\ I SSMH#16... r i 4._ GRAVEL ..'--•I � I 1 \ / A �)1, -,1VV 1n inure r I 1 \.-� ----PATH TREE PROTECTION FENCE INSTALLED PER10 TREE RETENTION PLAN 'IT' PLAT BOUNDARY N89'54'07 425.00' - P(OH) P ON SHEETS 45 TO 52 / I I I 4 PERMEABLE L _PAVEMENT I Al 1 ./1 r U\./f I v-\/I v r\ III 0 WV i n A) /In nI / I /,1 1rl IF I/l^)I ;_7 - O r\, I LI \\7Vv V1v L/nVIL/ Iv T1 /I r--) nn1/,r1 n I I 1 I L ` I C�/'\AI TAI I\/AI A -)AT AAII \/A^ I /\ �)ATT[--)C`-\AI U+VVLL_r1V1\VIL_ / A-, AI - n �n n I VV(\L�\ nlV\7LL.n IA/, Un VKSC N' I of\I I nrl nhn I nl Vl n. UKC) l n l I Lhv`\./I V n i,Iv /' :.00' - IV:iV / A `�A, -, i�v ;n �^-,n _ rA1A rTl I r I P . 1, /'iv.�, ♦iV- IViV UTILITY CROSSING NOTES: WALL DRAIN KEYNOTES: L / nl IV /\ . V-1V/V A111.1 �1QQ 1n_.In Fn A�)A1 A1QQ1n_•In-n I�L_I VIVLIrI 1\+LL_nl"VL \ / n` IV /....v.,V IVvV i ni IV /\,...,\,V IV�1V I A�)AI1uuIIV`hnAnV �+ 1. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION �1 v -• CONNECT FOOTING DRAINS. / TREE PROTECTION ni 11n -i R-436013 W-436001 S-436001 WILL BE PROVIDED BETWEEN STORMWATER PIPE / FENCE INSTALLED PER AND OTHER UTILITY LINES AT CROSSINGS. �2 DAYLIGHT TO SPLASH BLOCK TREE RETENTION PLAN IN COMPLIANCE WITH CITY OF RENTON STANDARDS ON SHEETS 45 TO 52 2. A MINIMUM OF 1.5 FOOT VERTICAL SEPARATION NOTES WILL BE PROVIDED BETWEEN SEWER LINES AND OTHER UTILITY LINES AT CROSSINGS. ELSE ®RETAINING WALL NUMBER ETHOFOAM PAD WILL BE PROVIDED. UTILITY SEPARATION NOTES: SPECIAL NOTE: 1. THERE SHALL BE A MINIMUM 10 FOOT SIDE SEWER LINES SHALL BE INSTALLED FOURTEEN FEET HORIZONTAL SEPARATION BETWEEN SEWER AND INTO EACH LOT IF SANITARY SEWER MAINS ARE WATER MAINS AND A MINIMUM 7 FOOT AVAILABLE, OR PROVIDED WITHIN THE SUBDIVISION SEPARATION BETWEEN SEWER AND ALL OTHER DEVELOPMENT. UTILITIES. 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION RK 9/26/25 TJS suRmm: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROl TJS N 10 N N Q J H H H N DEVELOPMENT ENGINEERING ` WATER UTILITY HBray 02/05/2026 JValdez 02/09/2026 00 Lu N CALL BEFORE YOU DIG: WASTEWATER UTILITY 1-800-424-5555 jstowell 02/05/2026 SCALE: GG 1"=`0' H0 EAU' D 1983'2011 CITY OF COMPOSITE UTILITY PLAN RENTON ONE INCH DATU M v4uvv HARMONY RIDGE AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH ICH IJO USA, CO., LTD SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N N OC O Z DA1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO: LU Q V SHEET: 13°F: 66 Z: m co W W 0 z 0 75 rr Q 00 N N N / 00 N N N / rn O O 0 N N a- N 0 5' 10' 20' SCALE: 1 "=10' o 44Hn1;, A=28'21'27" ER=25.00' L=12.37' KEYNOTES O5' WIDE LANDING. MAXIMUM 1.5% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 1.5% MAX GRADE ACROSS SEE SHEET 33 FOR CURB RAMP DETAILS 8' LANDSCAPE 5' SIDEWALK U IQI . �FjS X\ - aN-:. 455.S \ PT = 454.95 17 STA=20+38.00 CURB RAMP LOCATION DATA TABLE CURB RAMP J STATION OFFSET O1 12+79.86 7.00' RT O2 20+28.43 8.9 1' LT O3 20+28.43 14.90' RT ® 12+87.42 15.56' LT O5 10+43.08 10.20' RT © 10+42.99 15.65' LT ROAD A/ROAD B INTERSECTION DETAIL 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 CONIC. 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 INTERSECTION DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 8' LANDSCAPE a 5' SIDEWALK _ 4 5.88 - \ ss^JILnN �o � + N V) ..N LO 00 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION 8' \ANOSOPp� RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS z� 0 5' 10' 20' SCALE: 1 "=10' CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 13+43.61, 13.00' RT 7'05'22" 25.00' 3.09' 455.83 Y4 A 13+40.52, 12.81' RT 7'05'22" 25.00' 3.09' 455.84 Yz A 13+37.49, 12.24' RT 7'05'22" 25.00' 3.09' 455.85 A 13+34.54, 11.30' RT 7'05'22" 25.00' 3.09' 455.87 PT 13+31.74, 10.00' RT 7'05'22" 25.00' 3.09' 455.89 Q PC 13+19.86, 7.00' RT 7'05'22" 25.00' 3.09' 455.92 Y4 A 13+22.95, 7.19' RT 7'05'22" 25.00' 1 3.09' 455.92 )t A 13+25.99, 7.76' RT 7'05'22" 25.00' 3.09' 455.92 N A 13+28.93, 8.70' RT 7'05'22" 25.00' 3.09' 455.90 PT 13+31.74, 10.00' RT 7'05'22" 25.00' 3.09' 455.89 Q PC 12+02.48, 10.00' RT 7'05'22" 25.00' 3.09' 454.92 Y4 A 12+05.29, 8.70' RT 7'05'22" 25.00' 3.09' 454.97 Y2 A 12+08.23, 7.76' RT 7'05'22" 25.00' 3.09' 455.01 N4 A 12+11.27) 7.19' RT 7'05'22" 25.00' 3.09' 455.05 PT 12+14.36, 7.00' RT 7'05'22" 25.00' 3.09' 455.09 CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV Q PC 12+02.48, 10.00' RT 7'05'22" 25.00' 3.09' 454.92 Y4 A 11 +99.68, 11.30' RT 7'05'22" 25.00' 3.09' 454.88 Y A 11 +96.73, 12.24' RT 7'05'22" 25.00' 3.09' 454.84 N4 A 11 +93.69, 12.81' RT 7'05'22" 25.00' 3.09' 454.80 PT 11 +90.61, 13.00' RT 7'05'22" 25.00' 3.09' 454.78 Q PC 20+49.87, 10.00' LT 7'05'22" 25.00' 3.09' 454.83 Y4 A 20+52.68, 11.30' LT 7'05'22" 25.00' 3.09' 454.78 Y A 120+55.62, 12.24' LT 7'05'22" 25.00' 3.09' 454.72 A 20+58.66, 12.81' LT 7'05'22" 25.00' 3.09' 454.67 PT 20+61.75, 13.00' LT 7'05'22" 25.00' 3.09' 454.62 Q PC 10+83.86, 13.00' RT 6'27'38" 25.00' 2.82' 454.78 Y4 A 10+81.04, 12.84' RT 6'27'38" 25.00' 2.82' 454.81 Y A 10+78.27, 12.37' RT 6'27'38" 25.00' 2.82' 454.84 N4 A 10+75.56, 11.58' RT 6'27'38" 25.00' 2.82' 454.87 PT 10+72.96, 10.50' RT 6'27'38" 25.00' 2.82' 454.90 � ��01 o STA=40+00.00 116TH AVE SE 6TH SAVE SE MINOR ARTERIAL I t \\\\ \\\\\ HP \' PLAT BOUNDARY A=115*54'23" 8 \ ° L=70.80 �.. ' 44,�S�gAF \ 45534 FL S, I 455.27 455.91 - ' 455.98 1 5 . �, N ` . o 1 a-� a .. 1 455.85 ^ 455.93 �\ 1� I v " 455: 9 .. ..... i ...... Q. A=90'03 52 R=25.00' j L=39.30' pT i 1p�)2996 Iq � ov I / CO \\ / C CO/ N V"-, b)00 v I I ch I I I' I _3 Q I Q. I I o 1 I in- LO00 I I 1 I d I I 1 I I i SCALE: 1 "=10' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 19M HORIZONTAL: NAD 1983/2011 DATU M "E 460.13' A-89'05'43" R=35.00' L=54.43' O~ z w A=25'50'31 " ,\ R=25.00' S\ .28' ► : - : . ......a ROAD A/116TH AVE SE INTERSECTION DETAIL 1 "=10' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON v4u• Planning/Building/Public Works Dept. \pN�SGPP� 8 J\°-).aa 1 V. ° 8S• o (o +- g. `0 455.95 b s / - v �� s cn a ;fig 1 Ra °� 455.80 ° 455.88 ASs2 p PC 454.99 .....: ; �... I........ I STA=10+56.35 I I U a, I N � I 00 Z N I v . pn v I� I 1,7 Q I I I v I I v I I I I vQ I m I I I I I I I I I I I. I , 0_7% 0 O N S%r �pF WASy/ �Q � o z ?' 0 4�0 01STER �- s/DNA L 1/6/26 J uJ L C � O O - t •� : of �0 i W �N N M i < 05 N isA= 73 dl C CV Q0 #A >Q L\ > j m L0 a1 fV N W r0 V r- Y R-436014 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N O N 6 , u N Q J H H H N HBray 02/05/202600 W N INTERSECTION DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N N rr Cj z MA1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO: Cr LU Q t �+ SHEET: 14 OF: 66 = W CD co I Lu ui 0 or Z 0 75 Q CURB RETURN TABLE LOC STA & OFF DELTA RADIUS LEN ELEV © PC 22+24.90, 13.00 RT 20'33'00" 25.00' 8.97' 452.15 Y A 22+33.68, 14.59 RT 20'33'00" 25.00' 8.97' 451.99 J� A 22+41.34, 19.16 RT 20'33'00" 25.00' 8.97' 451.83 A 22+46.91, 26.13 RT 20'33'00" 25.00' 8.97' 451.67 PT 22+49.67, 34.61 RT 20'33'00" 25.00' 8.97' 451.51 Q PC 22+80.21, 14.25 LT 4'32'55" 25.00' 1.98' 451.34 Y A 22+78.30, 13.71 LT 4'32'55" 25.00' 1.98' 451.36 Y A 22+76.35, 13.31 LT 4'32'55" 25.00' 1.98' 451.39 A 22+74.38, 13.08 LT 4'32'55" 25.00' 1.98' 451.41 PT 22+72.40, 13.00 LT V32'55" 25.00' 1.98' 451.44 CURB RAMP LOCATION DATA TABLE CURB RAMP-1 STATION OFFSET O 14+11.17 13.00' RT 455.97 456.30 A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. ��J �, - , \ a CITY OF RENTON KING COUNTY WASHINGTON Qs�' 6 c5' SIDEWALKLEJ N > > 455.84 4.8 � N 1 I 456.20 (V -[El 0 Z _ 116TH AVE SE E Z------- ------ 455.89 g' LANDSCAPE O .. i MINOR ARTERIAL ------------------ I O I Ln 0 5 10 20 ~ C ' \\�\` 4 3.90f ME 0 5' 10' 20' I U Q N \ 453.97 ` 455.47 o 455.42 1 .0 Lu I �� N SCALE: 1 10 SCALE: 1"=10' Z W 1 454.00f ME 2 7 I ' 454.43 Z _ ROAD A II `` ` O 454.06 i ID o U O 1 0 0. a 2° � RESIDENTIAL ACCES o W 454.50 a,' v z ROAD A TEMPORARY 'I ��< CURB RAMP DETAIL 1 i cn TRACT B ' _'° m cy) j Z TREE RETENTION m � o o �n o - - - - - O O r r r - 45- ' Q LO Z N i Q d �LO SCALE: 1 "=10' 116THAVE SE ..............45 �C Q " 8 MINOR ARTERIAL 4 ' J ° 452.91 F O j \453.41 TIC Z ----_-------------_-. ---------------------------------------------_-------------__�z \\\ _; - a it ---______ - - .,...... ................ _..........-................. .....................-� O Ld 4 . , �. �� �� 1 Z z �, .. I o PLAT BOUNDARY g 453 56 -- "ODI o a o .------------ - 8' LANDSCAPE 1 N �iO�yTT..O.�..N..... ....... 6' LANDSCAPES,' 456.07...... 6:28 456 _ 4_���.__...�---� ImTl m................45 453.61 453 66 ��' o__-_--------v --- ° 453.67 a o a o s'. 5' SIDEWALK a I 5' SIDEWALK 5 SIDEWALK !% a o O 17 a a �.2 0.7�.. ��.. , rn O H-\ .......�.:... aI:::::_ ��• --1-.0-% ------ II . 4----- 436 456.39 - - O - ----- -. .15 -4S845455.88 561�456.96--�--- O O 1 ,' 458.04 Cy) 116TH AVE SE 457.89 N ! OC 18.11'42" `, d SIDEWALK DETAIL ° N sk INSTALL CONCRETE v L=7.94' a\ STAIRS. (4) CONCRETE Q ESTEPS, (4) 6" RISERS J Z ° . e1 ° i 0 5' 10' 20' S10NA LT E Uj 1 /6/26 I ' SCALE: 1 "=1 O' o cn m 116TH AVE SE i m E l O , MINOR ARTERIAL ; ^m J C Lu LU 10 Qi 7 d;l II 7 ­11 t /4bb.26 TIC1 Z m O� _ W �N - - - Z 0.77 _ > o PLAT BOUNDARY S1'50'26"W 308.71' O i Q 00 fV ��' i�' • 6' LANDSCAPE 456.55 456.28 2 ° Z Q N � 456.53 1 2 °. a o N a 456.._ ._ _ _ 456 36 8 LANDSCAPE m ' L0 ----- --__- _ O �n i = . 455.59 ° N Z - a �° ------= . �� 3.3� a 455.28 • Z � � _� }; fV i a o ..a 0 N C I.Ij 5 SIDEWALK a ram/^, /�� r ' `} ° �oQ d � r D d -� W V CO V 1 ,n o 1 b 0 4� Q o a 5 SIDEWALKv a of \ i - - - N .. -------- 454 L - 45 0 --- N .. '--_45� 6.6 1.5%7.�% -.� 1.5�� 3.2% ------ _ O 4- = =- m - m-- � 456 62 � 456 36 455 36t ME 0 cNo d ° d d \ ° d ° 0 00 N 00 N - - N CUL-DE-SAC DETAIL N 1"=10' CD BENCHMARKCD CD DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 N MONUMENT AT INTERSECTION OF PUGET DRIVE CONIC. 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 XA KEYNOTES 0 5' WIDE LANDING. MAXIMUM 1.5% GRADE IN ANY DIRECTION OSIDEWALK RAMP SHALL NOT EXCEED 12:1 SLOPE WITH 1.5% MAX GRADE ACROSS - m i 14 r O z r 1 r / \ 0 0 5 0 20, / . \\ A=82 12 0001 w R=25.00' SCALE: 1 "=1 O' �, PP 6,i,: C L=35.87' 1 OSG i =-- A,5 451 64 4° 4 i0�Fill 13 d .W� A= d � / d 450 9 00 ° 450.7 d = A=280'23'42" 12 ° d L=220.22' j ° x` 450.3 LP d �9 a cn ° a ADA AND CUL-DE-SAC DETAILS FOR HARMONY RIDGE TRACT C TREE RETENTION - 456.43 a 455.66 \ Lu I 456.92f ME 456.77f ME \ , \\ Lu �56 --455 39f ME 4' GRAVEL/4 PERMEABLE 2 PATH PAVEMENT 116TH AVE SE R-436015 s� SIDEWALK DETAIL IN COMPLIANCE WITH CITY OF RENTON STANDARDS TREE PROTECTION FENCE INSTALLED PER TREE RETENTION PLAN ON SHEETS 45 TO 52 PLAT BOUNDARY O 1 "=10' CALL BEFORE YOU DIG: 00 w N 0 N DEVELOPMENT ENGINEERING HBra 02/05/2026 y 1-800-424-5555 pC O 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS s"RvElD: scaF: "_ r 1 _ 1 0 VERTICAL NAVD 1988 HORIZONTAL• HAD 1983/2011 DATUM o CITY OF -� RENTON Planning/Building/Public Works Dept. ADA AND CUL-DE-SAC DETAILS HARMONY RIDGE ICH IJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 DAM1 6 2026 / / m z O O Cr LLI Q v = 00 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1 /5/25 TJS DESIGNED: RK A DRAWN: RK ONE INCH AT FULL scA�E IF NOT ONE INCH SCALE ACCORDINGLY DRAWING NO: CHECKED: JT No. REVISION BY DATE APPR APPRa�is s"�` 15 °F*66 � o o N ROAD AND DRAINAGE PLAN AND PROFILE - ROAD A FOR � N N � HARMONY RIDGE F.- j 0 lot 20' 40' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. 51 I- IT L Do N N N Iv a� / 00 rn N N N to O O O N LL L� STORM STUB TABLE LOT # INVERT ELEVATION 18 IE = 453.30 (6") 19 IE = 453.50 (6") 20 IE = 452.90 (6") SCALE: 1"=20' CITY OF RENTON, KING COUNTY, WASHINGTON 6 LF 6" PVC "-®--25.50% I ...._..... 19 :.CB 20 SEE CONTINUATION ON SHEET 21 WD 456.50 RIM=456:00 455.90 -. EX OFFSITE TRACT C RIM=456.10 23 LF 6" PVC IE=451.37 (6") I ,`46 LF 6" PVC 10' STORM ° 17171m 0TREE RETENTION IE=454.60 (6") ® 7.06% IE=451.37 (6„) ...z ... ®6.05% EASEMENT N INTERSECTION " TREES (TYP) i 49 LF 6 PVC IE=451.37 (6") i CID 41 LE 6" PVC TRACT D W LU :� STA=11+41.93 ROAD A - 0=90'0352� w SEE CURB RAMP ®2.29% IE=451":20 (8) RIM=455.98 I TREE RETENTION (n I . .I STA=30+00.00 ALLEY Z- R-25.00 a -,r r,Tr�r l DETAIL ON SHEET 15 CO �i 6 LF 6" PVC i IE= 53.20 (6") ®� .00% ;1 _--- - L=39.30' :....V. S3 RIM=456.00 � 1 -- _ IE=453.00 (6) @ 2 .33% Q a vll I VI hLlvI VIV �. 0 AP 202 05= � 9� . 1 �,_\ 456.06 1 � EIM453.33 (6")--------- - __--- a - a� .................... ./... m o : j 136 LF 12" \\� r 6, 4 I -------- -- -- S2 I -------------------- -- � " -: DI (PUBLIC) d ° d 4 CO ° ... 5 SIDEWALK----� / Sys R �' ° ° d ° 32 LF 6" PVC 2.00% PVC d d A. S8� 20' - 6ffW 67.66$ 22 LF 6 PVC 62 LF ° .:. ..-. RIM= 656.E 8 --.. � � . 18 p d ®2.29% » 5.73%. P d a d S2 SD (pV i<, ° IE=45 .8 (") 18 LF 8 PVC 8 LANDSCAPE 8 \--- 0 CB#22 I BLIC) 8 ° . " 1 a ,... ;..:.d:4,B ° - 113 LF 18" SD (PUBLIC) CB#25 102 LF 18 SD (PUBLIC) . ®3.39%. . - _ QeeeeHeeeeee #24: " 6 CB#23 /d ° :25 LF. 18 Q �CB#21 25 LF 18 8" SEWER o Ln O`� SD (PUBLIC) �;n O N o SD (PUBLIC) O 20 LF 8" PVC _ - - _ _ - 1 - - - - 1 STOP BAR PEI ® 3.05%------------- 2 COR STD 128 S3 =-° w W ROAD W 7 - - 4 RESIDENTIAL ACCESS Y d e ..� 3 :.: C13#26 8' LANDSCAPE ° I; 2S' •d ,d d - a - d-.. 6 LF 6' PVC CB ° SEE INTERSECTION 2 `� . K ° - ,,- ®3.85% BRIM=456.27 DETAIL ON SHEET 14 3 :--__._R1W__ SIDE P ` IE=453.07 (6") DRIVEWAY SEE----�'------------------------ i ` : �`�, PROCATION (ems �' d IE=451.47 (8") C.O.R. STD 104.3 STOP BAR PER .- ° MAILBOX _ COR STD 128 ON SHEET 32 I INTERSECTION SEE INTERSECTION 65 LF 24" 456.30 �`� -� p d STA=12+60.44 ROAD A 11 169 LF 18" SDI (PUBLIC) DETAIL ON SHEET 14 .. / SD (PUBLIC)FIRE HYDRANT d: ° m a a S STA=40+00.00 ROAD B 455.90 ALLEY Z TRACT A 17 (TYP) 0 p W4. 'I I :: 1 • I I DRAINAGE FACILITY ......................45.2 z W I 456.90 w �' 16' - I �i��•���•�•�•�•�•�� LOCK AND LOAD 455.30 Q U) a sMIN .:d. Q w a � " BEARING PAD ' SEE CONTINUATION RETAINING. WALL (TYP) QsO W 77°LF 18 SD (PUBLIC) ��•�• �•�•�� ELEVATION (TYP) ON SHEETS 22 & 23 "' �' 1'r'� I SEE CONTINUATION ON SHEET 18 SEE CONTINUATION ON SHEET 17 470 465 460 455 450 445 440 435 430 425 SEE CONTINUATION ON SHEET 20 momomm LU .a EX OVERHEAD POWER LINE (TYP) J EX I SITE MAP KEY PLAN I W \ w 1 , �. DRIVEWAY DRAINAGE NOTES: I / a � I. Na 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS Q NOTED OTHERWISE. ' IEX = o _ "� » FIS'rE R GI"vGER L_ F.. z SEWER Al"- ,' 68 r300-C300 2. CLEANOUTS SHALL HAVE A MAXIMUM 100 ' I N. SPACING. ' r INTERSECTION II r I "I" STA=10+00.00 ROAD A 3. PERFORATED STUB -OUT CONNECTION SHALL BE STA=40+00.00 116TH AVE SE INSTALLED ON EACH LOT AT THE TIME OF HOUSE a CONSTRUCTION PER DETAIL ON SHEET 30. EX SIDEWALK NOTE: : EXACT LOCATION AND NUMBER OF SIGNS TO 0 N BE CONFIRMED WITH CITY INSPECTOR PRIOR '---:--- I 1 x TO INSTALLATION OF ALL SIGNS (TYP). LID "A U N° W Cf d ° EX NOTES: . li DRIVEWAY ° / I TR�i v ni vv i Tii�i vL� 1. CATCH BASIN GRATES TO BE STANDARD LOCKING I � EX 6" AC rn d VANED GRATES PER COR STD PLAN 204.20 I , WATER _ I � _ A?�v 6� h ,nn_n 4n UNLESS OTHERWISE SPECIFIED. d /e` j I 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF i s W � a GRATE. NOT CENTER OF STRUCTURE. W I W P(OH) P(OH) i :; I W 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR r� Ago EX POWER STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO CB#35 .1 yl :.°- \POLE BE INSTALLED PER COR STD PLAN 201.00. is I� AayJ 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS ,���•��� �•�•�' ° "� •�•�•� �� OTHERWISE NOTED. SEE CONTINUATION ON SHEET 19 HORIZONTAL 0 10' 20' 40' L - 14+34.99 HIGH PT STA - r LO SSD PROVIDED: _+15.5 LO L M Mr., Ln N Ln N Ln N Ln N Ln r Lo Q N N _ O z r7W IW I cli W W W - U W O] Lo U U O C" LOW e- p J W 0 CENTERLINE LU :E: w W l - o-- i -LAItiIING GRADE - 8" WATER \ _ 1 3 0 IS" SU LF 2 4 » » » D ® 169 (PliBU» - I IN FROM 25. S » .. 14U LF 10 TYPE 2-4 _ f f n f = n - » » f _ - f RT - 09 �iTA- - » » - _ » Lit )AD A OUT TO CB#16. SEE SHEETS 22 & 23 17110 r1rTAII Q. „_ r „_ , �� LO d LnDO 0) �O 0) co0 M 00O n LO ^ 'tD0 I� ter` v- Ln� v- �N (0 O LO -O O 00 O 00 I\� (0 �� I� O 00 CI! LO LO 0) DO co LO LO 0 Ui O Lo LO N (p (p O O L6 O 1n O LO LO � O ��, O It 064 � DO 4 O � O wj CO Lo CO L6 CO �� Ln ��, Ln�, ��, ��, � LO Lo �L, "t� ��, � d)w, d)W, LO Lo � U') LO U) LO LnLo d)W, I •t--t V 14+00 13+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►i REVISION RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 1988 HORIZONTAL• NAD 1983/2011 DATU M CITY OF 14) RENTON Planning/Building/Public Works Dept. 470 SCALE: 1 "=20' VERTICAL 0 2.5' 5' 10' 465 SCALE: 1 "=5' KEYNOTE: O SPOT ELEVATION AT EDGE OF ALLEY/BACK 460 OF CURB, AT CENTER OF LOT. O6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ® 1.00% MIN (TYP) © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY. 455 CURB RAMP NUMBER. SEE XX SHEET 14 FOR GRADING DETAILS. ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 33 450 S1 "FUTURE ROADWAY EXTENSION" SIGN S2 OM4-3 RED DIAMOND OBJECT MARKER S3 END OF SIDEWALK SIGN PER DETAIL ON SHEET 33 445 ® TYPE III BARRICADE. SEE DETAIL ON SHEET 32 UTILITY CROSSINGS IE 8" W = 451.00 A IE 8" W = 450.52 440 T/P 18" SD = 448.82 T/P 18" SD = 445.33 IE 18" SD = 443.70 IE 24" SD = 442.11 T/P 8" SS = 440.36 ZL T/P 8" SS = 438.79 435 CALL BEFORE YOU DIG: 1-800-424-5555 430 R-436016 W-436002 S-436002 O N S %f �F W A Sy1 Niz, o z 0 410 01STER AL 1/6/26 J O J v � C 7 t C � � i LU �N � M i Q 00 C4 t C:Q� i a-1 f V cMv W O U a) Y N r N 0 N , u co Q J O O O O co N Ir WE IN COMPLIANCE WITH CITY OF RENTON STANDARDS 425 DEVELOPMENT ENGINEERING A10114116c Surface Water Enginering ,, ,� HBray 02/05/2026 jfarah 02/05/202600 _ Lu N 04 WASTEWATER UTILITY �' WATER UTILITY 0 cV jstowell 02/05/2026 Haldez 02/09/2026 O 30 Z DATE: ROAD AND DRAINAGE PLAN 1/6/2026 Z 00 O PAGE: AND PROFILE - ROAD A oK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEEN 16 OF:66 = pp CO QD O N N O � � 0 LU 0 z 0 75 Q w X ry Q Y 2 a U U) mi a- r- N N O 1-1 E a 0 7 N E 00 Cn N N N c c a� 00 Cn N N N to O 0 O N LL L� ROAD AND DRAINAGE PLAN AND PROFILE - ROAD B FOR Z - HARMONY RIDGE 0 10' 20' 40' A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. MEN SIEMENS SEE CONTINUATION BEARING PAD CITY OF RENTON, KING COUNTY, WASHINGTON SCALE: 1"=20' ON SHEET 16 ELEVATION (TYP) TTLRs0 .�.�. _•• 11 9 8 - - - . - 10 7 N I I\LI VI VLT�� R+L-L nll VL- - - 4' PERMEABLE ,^,P� 7399 0-104C ° I 44S �. 456.50 455.40 454.30 a 455.90 S� 456.90 PAVEMENT 113 LF 18"----------------------- -------- �- i EX TREE ( BE ------------------- - I I RETAINED TYP I SITE MAP KEY PLAN � I SD (PUBLIC) _ \:: : r'' 4------------------ - ----- DRAINAGE NOTES: =� cn R W ------ �...:: °�. S = a ° ° °a FIRE HYDRANT ' ' ' ' I.. 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS I ° ° 5' SIDEWALK 6' a ° ° a: ° ' NOTED OTHERWISE. _ a:: ' ° ° . °. ° e a ° :. (NP) - ` 4' GRAVELI a ° tl . 25 i 456.06 1 ° ° ° CB#29' `�-J 8' LANDSCAPE ��'� 160 LF 18" SD PUBLIC CB#31 ° P \ PATH i 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' 21 77 LF 18 SD (PUBLIC) o SPACING. o P 455.90 CB#24 \�A�24 LF 8 18" HDPE PIPE (PUBLIC) 5 � I 3. PERFORATED STUB -OUT CONNECTION SHALL BE 2 2 3 SEWER INSTALLED ON EACH LOT AT THE TIME OF HOUSE / RO AD B 24 LF 12" _ _ CONSTRUCTION PER DETAIL ON SHEET 30. N _ - /i RESIDENTIAL ACCESS o 6 i' NOTE: Ix9. STOP BAR PER SD (PUBLIC) cn o `-----` -/ COR STD 128 W ' W I ,R,"-,T^ SUI<C EXACT LOCATION AND NUMBER OF SIGNS TO W W W CB#32,! I BE CONFIRMED WITH CITY INSPECTOR PRIOR INTERSECTION _ 3 4 ° C ° I TO INSTALLATION OF ALL SIGNS (TYP). °. STA=12+60.44 ROAD A a ; :. CB#30 a 0 43 LF R45' STA=40+00.00 ROAD B 1 8 RIM=453.72 .. `® 2.00%' �x ° 0 ° 50 LF 6" PVC o 8 LANDSCAPE " ° I a S• FIRE HYDRANT ®1.46% ° �. IE=450.72 (6) ° 1 I m 4 w 4 - a ° (TYP) ° ° ° 5 SIDEWALK p .» . ° a 50 LF 6 PVC Q P ` R%W ��'® 1.46% ®19 53%PVC �� Q i a KEYNOTE: L) 1 455.22 20 °. o Q , ... m 4 454.7 456.50 1 �, CO _ 6 LF 6" PVC 102 LF 18" O o SEE INTERSECTION 6 L ®62 OP EIM452.18 (6") ®2.50% SD (PUBLIC) I w I DETAIL ON SHEET 14 CO 16 .._._..L�_ .,�..._ .�.1 . 455.30 454.60 SEE CONTINUATION ON SHEET 16 465 460 455 450 445 440 435 430 � o ?s /' O1 53.72 453.10 Cl SO / CO 6 F 6" PVC RIM=454.45 0 3.00% DRIVEWAY SEE 8 LF 6" PVC CB IE=451.45 (6") C.O.R. STD 104.3 ®3.11 % ��. RIM=452.97 ON SHEET 32 IE=449.86 (6") P 15 14 IE=449.86 (6") 453.90 ° 453.10 IE=449.69 (8")i° BEARING PAD ELEVATION (TYP) v.O s CO - RIM=451.18 IE=447.54 (6")� 1�3� 450.60 6 LF 6" PVC 0 1.00% C 14 LF 6" PVCa a: 0 1.00% 6 LF 6" PVC , ® 1.58% 0 V_ 12: 450.20 OSPOT ELEVATION AT EDGE OF ALLEY/BACK OF CURB, S N' AT CENTER OF LOT. Zo -L O6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS @ 1.00% MIN (TYP) NO PARKING - ANYTIME" SIGN TO BE INSTALLED 0 BY APPLICANT. EXACT NUMBER AND LOCATION TO P SEE CUL-DE-SAC BE DETERMINED BY CITY °q i DETAIL ON SHEET 15 18 LF 8" PVC:1' XX CURB RAMP NUMBER. SEE ® 0.84% I ❑ SHEET 14 FOR GRADING DETAILS. I CEI ❑ ROAD NAME SIGN AND STOP SIGN _� / RIM- 450.68 " JACI<SC�: T�ICI`( I; INSTALLED PER DETAIL ON SHEET 33 IE=447.10 (6) A �� I -• %IN IE=447.10 (6") IE=446.93 (8") Il 1 I __X TREES TO BE RETAINED (TYP) 0 LU Ld 0 LU fA oNG co w GRADE ENTERLINE w ci POSEi GRADE U \ � \ m / 8" WATER 4 - 2 IF 16 SD0O. L 5 3 1 » ll HDPE-r _ > LT > o - n- - STA_ _ » _ - - - - » TYP •• » vy) EXISTING GRAD » - » - - - IIE- » = - » » - - - 5' V 00 CENTERLINE �M 0')N � N � N roOq N 00 N Ill N 0! N ca N nOCp N � N N N 00IS)00 i N N 0) NN N(6 0-) Ui 00U-) �U7 COS �� 00 O1+j �M 6 Sri Ln r- C� �N 17N �� p� p N OO �� O V) 0 Illt � L() � L i 0 � � In 0 LC) LO In LO L(� Lo In � In LID L(� � Ln 0 Ln �('� In � Ln U-) LC) LO Ln d � It � d � d 't � � d � d � � d � � � 't 19+60 20+00 21+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED \►i REVISION 22+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS 465 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 460 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 455 450 445 440 435 430 23+00 23+80 SCALE: r1 _ H 1 "=20' HORIZONTAL. NAD 1983/2011 V 1 "=5' CITY OF �® RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 5. ROOFTOP RUNOFF FOR LOTS 12-13 ARE COLLECTED AT THE FRONT OF LOT. UTILITY CROSSINGS IE 18" SD = 443.70 1 T/P 8" SS = 440.36 IE 8" W = 450.52 2 T/P 18" SD = 445.95 IE 12" SD = 446.10 3 T/P 8" SS = 440.64 IE 8" W = 450.79 4 T/P 12" SD = 449.13 AIE18"SD=445.12 5 T/P 8" SS = 441.92 8" W = 448.5A2 6IE T/P 18" SD = 446.75 STORM STUB TABLE LOT # INVERT ELEVATION 7 IE = 444.54 (6") 8 IE = 444.90 (6") 9 IE = 445.26 (6") 10 IE = 445.32 (6") 11 IE = 445.68 (6") 12 IE = 447.20 (6") 13 IE = 447.60 (6") 14 IE = 450.10 (6") 15 IE = 450.90 (6") 16 IE = 451.60 (6") 17 IE = 452.30 (6") CALL BEFORE YOU DIG: 1-800-424-5555 o nor_n�� �ni nor_nno o nor_nno O N S k �F W A Sys Q � o Z 0 410 01STER NA L 1/6/26 J O J v � L C � i LU (V � M i 000N ad1fV is cQr4 P 3 i L0 4-7 f V cMa 00 O U or-0(1)N Y r N O N N, u N Q J 0 O 1 N Ir ra IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Lj;arah ace Water Enginering HBray 02/05/2026 02/05/2026 ' 00 Lu N WASTEWATER UTILITY WATER UTILITY , 0 cV jstowell 02/05/2026 ' Naldez 02/09/2026 O z DATE: ROAD AND DRAINAGE PLAN 1/6/2026 Z O AND PROFILE - ROAD B FIELDBOOK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q LU 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 17 OF`66 = m CO � O � � N N O � � 0 W 0 z 0 75 Q Q) 0 V V) 12 n CV 0 E i 00 N N N / 00 N N N / O CD CD N N li! / H Q) a iT SEE CONTINUATION ON SHEET 16 .._ . r 1_ 1*N_I I_m 89-20,�§ l 67.66' lm i*.r.■ ... . I I r I -- -- 456 ---------------- 2 W a: W\� N uj ..a. cn 1 sus 455.80 9., 5�0 456.30 Cl Q i Q g 3 LF 6" PVC 50 LF 6" PVC PUBLIC STORM _' = 0 10� ®1.03% 01.03% EASEMENT -°----- a a I Q� z ..... °° UE CO RIM=455.91 .401IE=452.77 � (6") 455.89 2456 13 CB#26 O ° 169 LF 18" SDPUB° SOi16'12"`W 100 1 48f CB#25ILO TRACT D I ILO I v as �� TREE RETENTION INTERSECTION 1 W 25 SD LF 18" PUBLIC°_ ( ) 0455.96 --- ---- O1 456.441 STA=11+41.93 ROAD A STA=30+00.00 ALLEY Z 111 i V7 00 a. I I 1 113 LF 18" IN SD (PUBLIC)° I � 1 470 465 460 455 450 445 440 435 ROAD AND DRAINAGE PLAN AND PROFILE - ALLEY Z FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 3 -------- 4 - 456.40 456.00 i � 455.10 CO „ -3 LF 6 PVC 1 3 LF 6 PVC RIM=455.00 ® 35.00% ®1.83% :. IE=452.03 (6") 50 LF 6" PVC -3- LF* 6" PVC I 50 LF 6" PVC CO ® 1.03% 0 55.33% CO ! C� 1.83% RIM=456.35 IE_452.25 (6").f456.4001 » I 1 6 LF 8 PVC __ RIM=455.91- -I 1 455.10 =� 25.85%-IE=452.94 (6"))z: n455.96 ° 150 LF 12" SD (PUBLIC) ° CB#27 �4S c� �, N ALLEY Z _"-SEW ER - o� Lai -, \456.240 0455.40 I v:10 90 SEE CONTINUATION I 456.90 BEARING PAD ON SHEET 16 ELEVATION (TYP) Z� 0 10' 20' 40' I SITE MAP KEY PLAN I SCALE: 1 "=20' DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. r z 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' m SPACING. 454.20 3 LF 6 PVC ®2.53% g TRACT B 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE 49 LF 6" PVC 5 TREE RETENTION CONSTRUCTION PER DETAIL ON SHEET 30. /_3 LF 6" PVC 0 1.83% CB \\ NOTE: @ 2.33% RIM=454.09 EXACT LOCATION AND NUMBER OF SIGNS TO 1 1�4 IE=451.12 (6")I In lr4___� l KYI � r11 "I L-LV LLr BE CONFIRMED WITH CITY INSPECTOR PRIOR .54.09 » IE=451.12 (6 ) J+OU1E.HVI�VIL7 - TO INSTALLATION OF ALL SIGNS (TYP). ni IV / i .. ..vV- IIJvV IE=450.96 (8") CA C13#28 r 6 LF 8" PVC o ® 2.53% 1 O r I o A TT ER S\1I I n l l \ 0454.20 !"IE In Ir TI R I_ A II Ii- TIL_ r \LI EN',NE I ri I \+LL_nll VL A -,A I -� 1 ;!l �n 4 n Al TREE TO BE RETAINED (TYP) r r � of --EX -- 7 4' GRAVEL PATH i� I:� 04 � 04 454.30 r - - 4' PERMEABLE PAVEMENT o u7 -0) -0') U) `n `n Q Lq o - Q w O N F14 PI) � M W LLI O (n (n LI.I U U M J M 0 - _9 CENTERLINEL m " WATER \ 1 yp ., -53.46» -4.79 CB#2 _ „ki TYPE _ m--4.57 -4 » FXISTING GRAD DO O DO (0 O cDL0 M � N � L0 O N oM 0M M Ln 0) O- I- N O Lnr- M O -41 N N N N N N 0000 N I� 00 O N N O O (0 N r- 00 � Ln Ln Ln L6 N L6 r7 (0 I'n (6 N (0 (D r (6 �n (6 Ln L6 �n ui cD LC) 6 ui 6 4 (_0 4 L6 M Ln 4 h7 Ln � Ln Ln LO Ln Lf, In v) Ln u) Ln n � �n rn Ln Ln w) Ln a-)n LF)L Ln rn Ln rn Lrn Ln LO U) LO m Ln � 29+50 30+00 31+00 32+00 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED 081 REVISION NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 5. ROOFTOP RUNOFF FOR LOTS 7-11 ARE COLLECTED AT THE REAR OF LOT. 470 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' 465 VERTICAL 0 2.5' 5' 10, SCALE: 1 "=5' 460 455 450 445 440 KEYNOTE: OSPOT ELEVATION AT EDGE OF ALLEY/BACK OF CURB, AT CENTER OF LOT. 0 6"/8" PVC SD FOR WALL, ROOF, AND FOOTING DRAINS ®1.00% MIN (TYP) UTILITY CROSSINGS IE8"W=451.00 1 T/P 18" SD = 448.82 KEYNOTES © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY STORM STUB TABLE LOT # INVERT ELEVATION 1 IE = 452.80 (6") 2 IE = 453.30 (6") 3 IE = 453.40 (6") 4 IE = 453.00 (6") 5 IE = 452.10 (6") 6 IE = 451.20 (6") 0 N S k Q- OF W A Syi o Z 100 4�0 �Ql- s/ONA L ENG 1/6/26 • J O J v � C _ 7.3 7 t � C � m i W �N � M � C Q 00 fV is cQ� m 0 W U �, Y N r 435 R-436018 W-436004 S-436004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % Surface Water Enginering 33+00 33+80 HBray 02/05/2026 ' jfarah 02/05/2026 ' c* _L __a W cy CALL BEFORE YOU DIG: WASTEWATER UTILITY � �' EJValdez ER UTILITY 0 N 1-800-424-5555 jstowell 02/05/2026%j I 02/09/2026 '� O RK 9/26/2 TJS SURVEYED: SCALE: » ATE. > Z ANG 1 /5/25 TJs H 1 =20 HORIZONTAL- NAD 1983/2011 _ CITY OF ROAD AND DRAINAGE PLAN 1 /6/2026 Z O DESIGNED: V 1 "=5' `+ FIELDBOOK: RK RENTON AND PROFILE - ALLEY Z PAGE O DRAWN: RK ONE INCH DATUM HARMONY RIDGE DRAWING NO: W CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. BJT IF NOT ONE INCH ICH IJO USA, CO., LTD Q V BY DATE APPR APPROVED:TJS SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET.18 °F' 66 = pp N O LO N , u N Q J 0 0 0 0 N Ir ra 0 w w 0 Ir z O G 0 U n ly N O N r7 N 00 N N N / 00 N N N / O O CD N N a_ H Q) a iT L U CD W N m c W W 1 acn�i z 1 � o , W z O � I W F- ° v. z . v. _ z , r aZ 5 I V I 1' I STA 40+57.32, 16.22'LT�I BEGIN FULL STREET _ GRIND AND OVERLAY ■ Z� 0 10' 20' 40' SCALE: 1 "=20' a NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 116TH AVE SE PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON UTILITY CROSSINGS ZLIE 12" SD = 453.49 T/P 8" W = 451.97 KEYNOTE: CURB RAMP NUMBER. SEE XX SHEET 14 FOR GRADING DETAILS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). I SITE MAP KEY PLANNm I r'I^I r-L^) /\In I/VrL^L) I L) A n l A n lr TI I A n II C- 1 I,x,Lr\ \711 V\7LI \ L- I \r11 V I'II VV I I VIII VL_L I r' ^l\n l TL^)I I/1n l/I A �)n l vr: 1nn - ;- EX OVERHEAD A on I v:-: A ��� ;�� L.L ..:VI V I I \V VI V\7 jl II I<I„ I A) Ir In I,A, A [) ^(\',I II A n 11 rn l-) I I /• n� Iv Y�iVll-ll.�llll �F v `hvV0-Ua10 I '^ EX DRIVEWAY POWER LINE TYP ^ �)I l Est. ^ ,�^ L UI n UI V Y„, \ 7 A VL.I I �h L.L ( ) N r.,UU-17on (2) WATER "VVVYL"V L.I"V�i V ) V rr, tvu-lJv HYDRANT (TYP.) V+ I I O A�nl A�/\/1 /\�A/1 A�)AI 'I .117h^/\ !\hCC ni I V `hv UU-Uv`YU METER (TYP.) A`) 6s r300 30 CB STD GRATE a = I I SHRUBS EX DRIVEWAY / RIM=451.33' SSMH TYPE II 48" `, - �� EX R/W e POWER POLE 8" CNC IE SW=449.78' RIM=455.55 \ I `o 12" DI IE N-444.19' e EX DRIVEWAY EX DRIVEWAY POWER W/BOX EX FENCE o o I ti yo a / r� POLE ARM EX DRIVEWAY Ja\ a I II CB STD GRATE 8 DI IE W=444.59 ` POWER POLE � 3 ` r x W I RIM-451.64 EX DRIVEWAY d � �� o e I II _ 12" DI IE S=444.35' \ e° W/TRANSFORMER & I -GATE do - l �� '^ II °a- :.°a \. x I POWER x-x-x-xx x--px- x x MAILBOX a. y / LUMINAIRE w i / POLE ARM a W 12 CNC IE N=447.79' ° o ......... x - - ° POWER POLE _ a. - ss =� ;S.� ss-= ss s ss'_"SS°_ ° a .. �: EX SIDEWALK a° -a a W/LUMINAIRE �a > 12" CNC IE E 445 44' ' w 4 °'-v a •'° - a ° ,° ° \ 8» CNC IE W 448.29' OH) �- P(gH�. . P( H P(OH) p -°- - - SS �. - °. - v ° a - - - _ _ 12 CNC IE S-445 48 '' - R(OH) P(OH) P(OH) P(OH) , P(OH) P(OH)_ P(OHa - P(OH OH) P(OH) P(OH) ° - P(N) (OH) P(OHP OH.--. P(OH) P(OH) P(OHj' _ , a P(OH) HO)d- HO)d (HO)d \ - S6,0 a ° m (HO) --------------------------------------- ----- ---------- ---------------------- ---- SS------5 - ------------------------------- -- - ----------------------------------------------------------------------------------------------------------------------------- - w -------- ---------------- r- _ ss - SS MAILBOX ............................ - s - SS - MAILBOX EOA - SS - SS - STA 36+37.90 I II MAILBOX - Ss - s - SS I' ..........452........11 INTERSECTION Ss - SS - SS - SS - BEGIN FULL LANE N FOq --- ss-ss- 456............ MAILBOX ss - ss - ss - ss - II . STA=10+00.00 ROAD..A. I.-..... STA 39+52.85 - SS - SS - GRIND AND OVERLAY » STA=40+00.00 116TH AVE SE BEGIN FULL STREET 116TH AVE SE EX R/W POWER POLE - - ss - SS - SS - Ss SS - SS - I II SSMH TYPE II 48 o o o - SS - ss - SS - RIM=453.07' CENTERLINE O W/TRANSFORMER o - - SS - SS ss - ss - - ��o GRIND AND OVERLAY O MINOR ARTERIAL Ss M M - -, - - - - - -I - - - - s SS - ss - s� - ss - SS _ 12" DI IE N=442.82' 12" DI IE EX 6" AC WATER w � � STA 36+56.35, 22.00'LT II 12" DI IE S=442.87' I '45,6 M M i i END 4:1 FLOWLINE TAPER STA 36+37.96, 17.39 LT SAWCUT ��` BEGIN FRONTAGE IMPROVEMENTS 45 fi....... '- ' ' /� ¢ 5' AERIAL EASEMENT CONNECT TO EX SIDEWALK ( ) I i I M M� i---� w� rNv .''�` II 1 I I 8 WATER I I M --r-- M - I _ _ LINE (TYP) AFN 5615593 II COR 1638 ------------------ - ----- � L---------------------- L --------� --- ---- ------------------------�----------- ----- ER FOUND BRASS PIN 0.76' ----------------------- ----- �-------------------------------- BEGIN 4:1 FLOWLINE TAP _ EOA �5g-- �,--- � oar - ---- II 136 LF 1.2'»..DL..(PUBLIC)....................... M M Der �............---------------------------- - CONCBELO. MONUMENT IN GRADE IN � - .v b EX LANDSCAPE M M MONUMENT CASE AT INTX CB#35 8' LANDSCAPE S039'02"E 460.13' PLAT BOUNDARY \` M M M M EX SIDEWALK a .a ° 116TH AVE SE & 157TH ST FIRE HYDRANT -- (TYP).. . . t=90'03�52 a ° . PHASE 1. . . . a--....: °. a . o _ �� - - (JUNE 2022) :.°..R=25.00 Q °' • f w A a A . 5, S a.........-b a' a _1_. / �� ��-T_ I 0 cn IDEWALK a e. \ ii - EX FIRE HYDRANT �-� L=39.30 I? w TO BE REMOVED . 5 a o 6 p V w C o EX FENCE CB STD GRATE DIN¢ I m m o -� o\ 8" CNCIEE=450.95' SEE INTERSECTION D / / I DETAIL ON SHEET 14 / FOUND 1 2" REBAR CAP 8' SLOPE EASEMENT m D Q e`er- o LUND LS 16218 \ �'11 • • AFN 6529925 �" o S C° z JUNE 2022 s L0 I� ( ) SEE CONTINUATION 1 2 z 4 5 6 I m GUY POLE ON SHEET 16 465 W N 460 O LJ.I CO = � cn 455 aZ Fo (n z �0 zQ 450 J = = z Ca O 445 c (� 440 O CD Ln 456.90 457.20 3 457.50 BEARING PAD -/ ELEVATION (TYP) 457.30 456.60 455.40 TRACT B TREE RETENTION i Ig la ! � I 112 w La w en e-S TING GRADE ¢_rn Ld cn - - - - - - -_ - --------------- EX P7 ---------- --------- --------- -- -N- --------- ----- ------ - +52.85, 211 1' RF 116TH AVE 0 CENTERLINE CO Ln rn C6 Ln CO Ln CO CO Ln CO Ln Ln O I- Ln Ln r-: Ln rn r Ln Ln rn Ln r Ln Ln U� CO Ln Ln (0 Ln CO n Ln Ln Ln Ln Ln O "t Ln 40+00 39+00 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 '07"W 425.00' 465 HORIZONTAL 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 460 0 2.5' 5' 10' SCALE: 1 "=5' 455 450 445 440 38+00 37+00 36+20 CALL BEFORE YOU DIG: 1-800-424-5555 RK 9/26/25 TJS SURVEYED: SCALE: H 1 "=20' V 1 "=5' HORIZONTAL- NAD 1983/2011 DATUM _ CITY OF ENTON RENTON Planning/Building/Public Works Dept. ANG 1 /5/25 TJS DESIGNED: RK RK ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKEDBJT BY DATE APPR APPROVED: TJS O N S k Q- of W A Syi Al o Z fD'100241 F /pNA LT � ENG\�� 1/6/26 J uJ . C a� Z r . _ 0 pf C .0 i W c:N N M 1 i a00N c:Qw t #A L0 i L0 4-7 f V m W 0 U Y N r R-436019 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Surface Water Enginering 0 N O N u H • H N Q J Q0 O O O N r�7 HBray 02/05/2026 jfarah 02/05/202600 W N 116TH AVE SE PLAN AND PROFILE HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 004 N rr0 Z DATE: 1/6/2026 00 z m FIELDBOOK: O 0 PAGE: DRAWING NO: uj a� SHEET: ^ OF 66 Z: m 0 Lu I— �wu V 0 rr z O 75 rr 2 0) 0 cn Q CD N Q0 N O N N E 0 0 00 N N N / 00 N N N to O 0 O N Z-fit 0 10' 20' 0 SCALE: 1 "=20' cS� (COR 0326) FOUND BRASS PIN IN 4X4 CONC. 0.67' BELOW GRADE IN MONUMENT CASE INTX SE 16TH ST & EDMONDS WAY SE (JUNE 2022) SSMH TYPE II 48" RIM=451.35' 8" PVC IE W=443.12' 6" DI IE SW=444.65' 8" PVC IE SE=443.17' (HO)d (HO)d (COR 0704) FOUND BRASS PIN IN 4X4 CONC. IN MONUMENT CASE INTX SE 16TH ST & 116TH AVE SE (JUNE 2022) 5 In ......45L �... 1 (HO)d �0�d (HO)d (HO)d��.\ fl 1 ` d (HO) '-�- 'n SS EX CB#4 N SS I I I \ ss I I W II � II EX R/W II STA 44+04.59, 17.70'LT END FRONTAGE IMPROVEMENTS II 45< CONNECT TO EX SIDEWALK II ------- ---=-= = _EX CB# = --------------------------------- EX SIDEWALK ...... -. _---------------------- ( � t- .................. CB STD GRATE. TYPE- -H... 48 RIM=452.72' 116TH AVE SE PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON mvL.nvvnL_u v v�I vI vL) A -,�)I v 1.I 6� A Inn n2�n n CB STD GRATE TYPE EX UNDERGROUND TELEPHONE LINE (TYP) 0 W W W _ -_W' .--L l^ A A A . nn nn Awl �IA�LT 12" CNC IE N=447.62' A,- )A I : 7n%f ^{l�.r..-01^0 8" CNC IE E=447.92' 12" CNC IE S=447.64' 465 HORIZONTAL 460 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 455 0 2.5' 5' 10, Y`7_\Aii�� 450 445 440 435 /v -7nj A A I rrI I\/ �'URLJ I v I LL_I/\ A T A 1 A\/ I n+�7I nrvI I K APkl �CJ h.:VV—V?uV 116TH AVE SE MINOR ARTERIAL w � w w w EX WATER METER TO BE RELOCATED TO LANDSCAPE STRIP. RELOCATION TO BE PERFORMED BY CITY OF RENTON UNDER SEPARATE WATER PERMIT TO BE CREATED BY COR AT TIME OF PERMIT ISSUANCE. LANDSCAPE STRIP UKIVtWAT Jtt C.O.R. STD 104.3 ON SHEET 32 IRRIGATION DCVA TO BE RELOCATED TO BEHIND SIDEWALK NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. ON CONC. PAD TO BE RELOCATED 1 I SITE MAP KEY PLAN I , iFISHER /uIuA GE�E L A JAr I g'R A Inn n inn n� Ivv'r.,Vv—v..vv , 0 � 1 O 'a �(OH) Z P(OH) . _ ___- o------- _ m --------- - 3:3 Z cn I,SO'39'02"E —i 460.13 D Z 11 LF 12" cn pp (PUBLIC) 1: 136 LF 12 mcn ID(PUBLIC) __ N jm CB#34 -"'-7 EX SIGN TO REMAIN 1 EX TREE TO BE RETAINED (TYP) I I W w LO zo 0 CENTERLINE- " ---- - - ----- - 454.89 E_ — 0 - " o SIA_ _ " "NG GRA re: " o Ln Ln co Ln O M Ln Ln N Ln Lf) Lf) LfC O Ln Ln O� � Ln O Ln L6 N Ln rn n U-) In n Ln O Ln Ln O n Ln O (0 Ln 44+60 44+00 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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 & 157H ST (JUNE 2022) (NAD 83/11) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 43+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS 42+00 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M 41+00 CALL BEFORE YOU DIG: 1-800-424-5555 CIT Y OF RENTON Planning/Building/Public Works Dept. i465 I I 1460 Lu C� 455 LV p W Lu I I450 R Z �O to Z �O 1445 LV H Z _ Q J � = Z 440 Q Z �O i '435 KEYNOTE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). O N S k W A S111 ' z L�"10�24�0 1/6/26 J uJ � C _ 7 � 4-J t . _ 0 pf m C � i W C4 M i 000N is c: <Qq #A > LO i q +; fV cMv W rO, V 00 a) Y N r N N O LO N LJ N Q J O O O O N r�7 R-436020 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c % L urface Water Enginering HBray 02/05/2026 jfarah 02/05/202600 W N 004 N pC O DATE: Z 116TH AVE SE PLAN AND PROFILE 1/6/2026 Z 00 OFIELDROOK: O PAGE: HARMONY RIDGE DRAWING NO: Cr LU ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 20 OF` = m r) w Lu rlr z 0 75 rr Q Q) E a 0 3 00 00 N N N Q) / 00 N N N / U) 0 0 0 N N a a i.7 PROPOSED MAILBOX LOCATION 11 q] z 0 10' 20' 40' SCALE: 1 "=20' LOT 21 PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 32 LF 16" PVC 20 0 5.73% CO 455.90 N° RIM=457.34 - ° �� I IE=454.15 (6") WD �� o . 46 LF 6 PVC RIM=456.99 N84 02'S3"W 18.79' CB 0 6.05% IE=455.98 (6") x RIM=455.98 I �-- _ -- _ SO'16'1f"' 126.42 \x 00 ---- ° IE=453.20 (6") - - IE=453.20 (6") P " r 11 LF 6° PVC IE=453.20 (6) / ®2 pp% W Lyl 7� LF 6iPVC i CO CONNECT TO EX 4" CO \+ 0 2.00% I ROOF DRAIN LINE II.......... . RIM=456.18 ; IE_453.33 OF DRAIN120 "+ .0 " 1 I / 41 LF 6...PVC ..-���........... x � �.. 0 2.007.. CO 5 �� ° m I.......458........................................ . P w I I RIM=457.16 BSBL I I �\ o ° . i i IE=454.36 (6") f t o En c l x GODO I' co I - - ' 21 46,123 SF REMAIN I R W x 5 TRACT D I EX BUILDING TO Rp 4. I TREE RETENTION I f�l 'I I- I / EX CHURCH 1� 1 (V r TO REMAIN W W ° I 1 It (n J1 ROOF DRAIN \ X f II 11 a a - (TYP)------� ° � I I a a � � CB#26 CB#2NEW SIDEWALK TO_...� -I CONNECT TO EXISTING I } 0 I O'16'12"W 48.16 Q I EX BUILDING m TO REMAIN I } 0 --------J`.0 --- I ° O / / --- m c---' I } ---------------------- - �]------. ------------------- ------ ------------ I DI 1 L--- --� T ------------- -- l G) ' • .. - P(OG) P(qG) P(UG) ........ I 20 1 1 P. -i - - m I� BSBL 457.24f MEI i GJ Tr00 4.'/4'--------------------, N \ - PROPOSED ' A ° 11 00 io ' ASPHALT (TYP);--- -----I J ' SAWCUT 0 \ YARD DRAIN (TYP) V - EX OFFSITE TREES (TYP) C� DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES S❑ ROAD NAME SIGN AND STOP SIGN INSTALLED PER DETAIL ON SHEET 33 © "NO PARKING - ANYTIME" SIGN TO BE INSTALLED BY APPLICANT. EXACT NUMBER AND LOCATION TO BE DETERMINED BY CITY KEYNOTE T 10' STORM EASEMENT I SITE MAP KEY PLAN I NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. KEYNOTE ZCONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. II N LINE (TYP) '� �, A�Gc I - - (NP) ....... I 457.31 456.42f ME I J EX ASPHALT AND PARKING j r- - - - - - - - - - - PROPOSED EXTRUDED \A TO REMAIN (TYP) q5 wo m rG CURB (TYP) �6 PSE EASEMENT J \ r� YARD DRAIN PROPOSED PARKING AFN 9405120411 N1'48'30 E 44.95' (TYP) h� ' STRIPE (TYP) ;G��1�I� I EX SCHOOL TMP STA 43+85.05; 22.00 LT IRRIGATION DCVA TO S1 56 36"W 31.65 I \ BEGIN 4:1 FLOWLINE TAPER 1 ° p 456.52 9•37 1 BE RELOCATED TO TO REMAIN \ 1 r I G I I \ CITY nr ->rn iTnn i / 13.38 �I I BEHIND SIDEWALK z �, CONNECT TO EX I L�� ' `-'� ^ GE „� SIDEWALK _ m -- -- -- -- SIGN TO BE RELOCATED TO - o ' LIGHT I TEL. � � � - ° I S� 4 1 I BE BEHIND THE SIDEWALK o I o I ROCKERY - N46'50'26"E 18.28' I (TYP) I JBOX o w / L. "�---------------- -- ------ -- - .70'LT �- o � c� STA 44+02 22, 17 I ° I 18.19 - c - -- I z PSE EASEMENT D . : EX SIGN . GAS J EX SIGN - I TEL. JBOX ` END 4:1 FLOWLINE TAPER A=90'03'52" r TO REMAIN V V PTO REMAIN L I I AFN 6614146 z CB STD GRATE TYPE II 48" �R=25.00 AM manomma- 0 1 136 LF 12 L=39.30' o .5' SIDEWALK 1 29 15"W 87. MAILBOX TO BE RELOCATED , . RIM=452.72' ° N1'51. 02.E •62,7 S1'S0 14 78.12 DI (PUBLIC) I� SO'42'S6 E 61.21 _ --- TO ROAD A. SEE SHEET 6 ° 12" CNC IE N 447 62 �_ 20'1 ° _ " _ CNC..IE E-447:92 FOR PROPOSED LOCATION. 32'��---.-.-.-.-.---.-.------ ---. S163543 E 6.32 m < i 8' LANDSCAPE ° - - �. - _ _ 82" C = S 7 08"W 6 .. _-�--- _ .....T.UG------ .. 6 .. `- CB#34 NC IE S 447.64 ........ .... S1'50'26"W 308.71' I 4 PLAT BOUNDARY. - - - - - - - - - - - - }___ _________--------------------------------- 4._. .._._._._._.. _.. _ - - ------- as ---------- ------- ---- - = =-= =_ = =_ - = =_ --� =_- - -_ _ = =_ =- _ == -- =_ = =_ = =_ =�_ = =_ =_- _ -==-= =- = = _- = =__ =_ = =_ = =_ = __- __-� =_ _ = -- =_ = =_ = =_ =_ -- -�- ---------------EOA------------ ---------- II EX CB#1 a ... EOA SEE SHEET 15 FOR 11 LF 12" z ��� < ................ TEL. 'A - � --' "-- -_� � �-� � � POWER POLE V SEE SHEET 15 FOR SAWCUT v �y II ........ EX SIGN TO GRADING DETAILS RISER ------------ DI (PUBLIC) I II W LUMINAIRE & GRADING DETAILS LINE TYP m II I 8' SLOPE EASEMENT / / BE RELOCATED 1 3 (TYP) � x S0'39'02"E 460.13' ' ......... ' EX FIRE HYDRANT II UG WIRE DROP � Ln .. . EX R W I AFN 6529925 ' i TO BE REMOVED III I = w nn nn nn M M M M M- M M �- M M W lAl t.L. J I l o W M M o M EX WATER METER TO BE RELOCATED TO o " o CB STD GRATE o EX FIRE HYDRANT m ........ 116TH AVE SE II �Ss o I II " AND WATER LANDSCAPE STRIP. RELOCATION TO BE X x 454......-- RIM=454.89 �, EX 6 AC 4 MINOR ARTERIAL II RI STD GRATE TYPE o II o PERFORMED BY CITY OF RENTON UNDER tr » z METERS TO REMAIN o...---"--- .....--��� N INTERSECTION 12 CNC IE N=450.79 II POWER WATER RIM=452.64 \ss � I SEPARATE WATER PERMIT TO BE CREATED 456... STA=10+00.00 ROAD A 8" DI IE E=450.85' POLE ARM R------------- ---- ----------------- --- ---- IE W 448.39 EOA BY COR AT TIME OF PERMIT ISSUANCE..... - ..... - - ISER EOA �/ � 8" CNC = STA=40+00.00 116TH AVE SE ------------------------- ---------------------------------------------------------------------------------------------=---------------------------------------------------------------- - -------------- ....�--"- I ------ d (HO)d ( d P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) P(OH) •'• P(OH) P(0 (OH) TUG(OAr�yGPEBH}-�gG�(ny��0f(Q}iL OH TU (OH) P P(OH) P(OH) f __ ---1------------- ------------ - G-G-G-G-G-G-C� G-G-G-G-G-G-G-G-G-G-G-G-G-G-G c-c-c-c-c-G-c-G-c-ccc-EX SIDEWALK-c-c�-�•-G G-G-G-G-G-G-G-G-G-G-G-G-G-G- -2 ..... ---- d a (HO)d H )d (HO)d (HO (HO)d (HO)d .. n ,�� d- ss-ssss -ss s-ss- ss- ss -ss- 11 GA EX R/W-iiiiiiii..ii-.tt..-..i:.... ii-iiiiii EX R W 1 / _ Al 1„ POWER POLE �, 1D vvhvini v i LL.I/ mv�.nvvfh-u v v�i vi o ti �`,� a POWER POLE n T A k A\ ` POWER oy +, niVi ; POLE ARM W/TRANSFORMER, CB STD GRATE r"�� ��_u UG WIRE DROP, AND i L:f1Eh vlivvEh �- ����' �5;= �^^-^�`•�^ RIM=454 79' A LUMINAIRE 8" CNC IE W=451.69' R-436021 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED NO. REVISION O N S%r WAITI Sy/ � ,A� o � z ?' 0 41 - � �/STER � NA L 1/6/26 J O J v � C � � 7 . _ Z3 0 t of i Lou N � M i 0 aOON � is � C >Q j LootLn m 0 a-,' c N N W V r4 r- Y N N O LO N 6 , u H H N Q J H H N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` 1 ff HBray 02/05/2026 00 W N CALL BEFORE YOU DIG: 0 N 1-800-424-5555 pC O Z RK 9/26/2 TJS SURVEYED: SCAM, DATE ANc 1/5/25 TJS DESIGNED: 1 "=20' HORIZONTAL-NAD 1983/2011 CITY OF LOT 21 PLAN 1 /6/2026 Z O RK � FlELDIi00K. O DRAWN: RENTON PAGE: RK ONE IN DATU M HARMONY RIDGE DRAWING No Cr L j CHECKED: JT AT RILL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH ICH IJO USA, CO., LTD Q v BY DATE APPR APPROVED:SCALESGLLEACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 s" " 21 °F* 66 = 00 0 U cn N N 0 N CD 1-1 Q) E Q 0 0 00 N N N Q) / oo N N N / O O CD N N IZ H Q) a i7 co z� 0 0 5' 10' 20' w SCALE: 1 "=1 O' OCcloo Q � - v W 0,- 0 20 i D z 0 CB#211 � i o 2 1 O/ 460 455 450 445 440 435 430 425 0 DETENTION VAULT PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ----------- z , .: .. m 1 14 18 �� , z o 453.90 453.10 °1/ oy/ ...... :.. i LOT LINE :D , , �� 446 . o-------------=-------------------------------------"'---------------------i / !� REMOVABLE WOODEN BOLLARD PER COR 456.30 0 STD H021 (TYP) .- BEARING -PAD 65 LF 24" ELEVATION (TYP) ��� SD (PUBLIC) o A CB#18 15' ACCESS 30 LF 24" ROAD SD (PUBLIC) WD - O2 RIM=455.20 �� ---- 456----------------- ---------------- - 1 i \ \ EX OFFSITE TREES (TYP) __-_454_________ 10 LF 8" PVC ,' i ---------------------------------- 0 15.15%-- - --------------------------- 452--------- CO ---- --- = RIM=450.67 -------------- --------------- -4 ---- IE=448.95 (8")------ - Nm I SITE MAP KEY PLAN I O/ ' i c ..... j ' 20.72' , V I I I 13 j Ld 441.60 I I I I I 1 i i i 4.42............ I A I I I I I 2 1 j j _440 . I I I I I I I I I 1 ----- j I I I I I I I I I 1 r I Ld I z I j I I I U I I - -- •- -- -- 4�Q I I I I � » ���� OUTLET FOOT DRAIN ------ - - ' 88 LF 24 \\\ 15 LF 8" PVC \ IE=431.30 IE=431.80 ------------------------ \\ C B# �i SD (PUBLIC) ®15.11% 19 LF 6" PVC�� ,__-- _ 448 _____ _ ...................................... 82' 1 I I 1 1 1I l�•�•.. I I I I I I I I I�--- l.� I I I I ......... I I TRACT A L. DRAINAGE FACILITYI I I I I 1 6 LF 24" 1 SD (PUBLIC) 1 1 1 I I f 1 5'X10' REMOVABLE ACCESS I I I 450.20 I I 1co I I•. 1 INLET GRATE. SEE STRUCTURAL IE=440.90 1. PLANS FOR DETAILS. RIM=451.30 I I I m I ="= � Imo■ OEM* 1 I " N I 60" CATCH BASIN TO ACT AS SUMP 'I 1 CONTROL STRUCTURE. 1 1 SEE DETAIL ON SHEET 24 I I I I 100 "t I I I I 1 5'X10' REMOVABLE ACCESS 1 GRATE. SEE STRUCTURAL I PLANS FOR DETAILS. I I I I EDGE OF I I STRUCTURAL I PANEL (TYP) I RIM=451.30 ■ , � 0 3.50% �� ------ 446 ---- �--------------- SD (PUBLIC) � ,� �--- 60 LF 12 �� ID - - - - - - 444 - - - - - - -' IN CB#16---_� SD (PUBLIC) % ,/RIM=450.15 _---- CB#17 i IE-431.13 (6) �� - - - 10 �' ' TRACT LINE-`- ---------------- ,,----- ---`------ 15 LF 6" PVC i '--------- - - - - - - - - - - - - - - - - - I ' - 449_ SEE CONTINUATION ON SHEET 23 m I TRACT B TREE RETENTION U H LOC LOAD SD ACCESS GRATE ~� - -ck RIM TI MWS GRADE ,�=EXI)'JING 9_0 SECTION LINE .90 iLd Do - n In TYPE VW SOLID LOCKING L D% (PUBLIC) N: 172094 SEDIMENT STORAGE-- _ PR I "=20' H, I _ ® SECTION LINE SCALE: O p I N N r O p 00 00� � 6 �o �Lo 460 NOTE: U N DRAINAGE NOTES: DETENTION VAULT CONSTRUCTED OR ZO T 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED UNDER A SEPARATE BUILDING PERMIT. HORIZONTAL 455 0 10' 20' 40' 455 SCALE: 1 "=20' VERTICAL 450 0 2.5' 5' 10' 450 SCALE: 1 "=5' 445 445 440 440 435 435 430 430 425 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: 1305874.10 425 PROPOSED GRADE r__ - .. - LO �=mwq o � r a 11 Lu J / ' / / DIMENT STORAGE BOTTOM OF \j L=43 . _ EL=431,50 FISTING GRADE -ECTI[O« LINE 13CAI F: 1 =?o H, =,9v �M �p N QO 0) �i LO 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS SURVEYED: 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT NO. REVISION BY DATE APPR APPROVED: TJS 455 H I N AL 0 10' 20' 40' OTHERWISE. NOTES: 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 1. CATCH BASIN GRATES TO BE STANDARD LOCKING SCALE: 1 "=20' 3. PERFORATED STUB -OUT CONNECTION SHALL BE VANED GRATES PER COR STD PLAN 204.20 VERTICAL INSTALLED ON EACH LOT AT THE TIME OF HOUSE UNLESS OTHERWISE SPECIFIED. 450 0 2.5' S' 10' CONSTRUCTION PER DETAIL ON SHEET 30. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF NOTE: GRATE. NOT CENTER OF STRUCTURE. SCALE: 1 "=5' EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR TO INSTALLATION OF ALL SIGNS (TYP). STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 445 NOTES: 1. VENTILATION PIPES (MIN. 12" DIAMETER OR EQUIVALENT) SHALL BE 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS PROVIDED AT CALLED OUT LOCATIONS OF THE VAULT TO ALLOW FOR OTHERWISE NOTED. VENTILATION PRIOR TO ENTRY OF MAINTENANCE PERSONNEL INTO VAULT. VENTILATION PIPES ENTER THROUGH THE SIDE WALLS OF THE VAULT. PROVIDE LOCKING LIDS FLUSH WITH FINISH GRADE USING CLEANOUT. 440 2. WHERE PIPES ENTER AND LEAVE THE VAULT BELOW THE DESIGNED MAX WATER SURFACE, THEY SHALL BE SEALED USING A NON -POROUS, NON -SHRINKING GROUT. 3. SEE DETENTION VAULT STRUCTURAL PLANS PREPARED BY OTHERS. 435 4. SEE THIS SHEET FOR YARD DRAIN DETAIL. KEYNOTES Oj 24-INCH ACCESS OPENING WITH LADDER AND ROUND SOLID LOCKING LID MARKED "DRAIN" WITH LOCKING BOLTS AND OSHA CONFINED SPACE ONSITE VAULT DATA: DETENTION VAULT BOTTOM OF VAULT LID = 447.80 DESIGN WATER SURFACE EL = 447.30 ACTIVE WATER SURFACE EL = 431.50 BOTTOM OF VAULT = 430.00 VOLUME PROVIDED = 69,850 CF VAULT VOLUME CONSTRUCTED = O N S k Q- oF, W A Syi o z 100 410 GL ST01 �Ql- s/DNA L ENG 1/6/26 J O J v th C _ 7 t � � pf �0 i W (V N M < 05 N m : >QQq #A i C > LO +.; j f V cMa r0 W V Y N r OPENINGS WARNING PWHERE THEER COR DDEPTH FROM THE IRON COVEROTORTHE AISEDTOP OF R-436022 430 THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE 1 MANHOLE SHALL BE USED. IN COMPLIANCE WITH CITY OF RENTON STANDARDS < 12-INCH VENTILATION PIPES OR EQUIVALENT IN ALL CORNERS OF VAULT (TYP) DEVELOPMENT ENGINEERING 425 ScALE'PLAN: 1 "=10' » HORIZONTAL' NAD 1983/2011 PROF: H 1 =20 V 1 "=5' ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CALL BEFORE YOU DIG: 1-800-424-5555 Agaftk CITY OF RENTON Planning/Building/Public Works Dept. N 0 N M N Q J O O 1 N cc r�7 c HBray 02/05/2026w (711 W 04 DETENTION VAULT PLAN AND PROFILE HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 004 N �0_■ LL O Z DATE: 1/6/2026 Z m FIELDBOOK: O O PAGE: DRAWING NO: Q ci SHEET- ^^ OF 66 m A�� CD co co NCD 0 w W 0 5' 10' 20' Q SCALE: 1 "=1 0' rr z........ 0 75 Q 1 LLi N W W PROPOSED 1 CHAIN LINK cf)- PER DETAII Z 1 SHEET 33 O Z 8" SEWE P , H �o Qv . Z O , L) W 6.oG LLI C � CB#15 �\ Vr -444 ............ 1164 m Ljn kL LbILI EX OFFSITE TREES (TYP) Q� 90: DETENTION VAULT PLAN AND PROFILE FOR HARMONY RIDGE 45` A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 44 0 ROAp A DRAINAGE NOTES: RESID . STORM DRAIN (SD) SHALL BE LCP E UNLESS ° ENTIAL ACCESS NOTED OTHERWISE. 44 C B#21 a 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. °° a 3. PERFORATED STUB -OUT CONNECTION SHALL BE 456 ° --- INSTALLED ON EACH LOT AT THE TIME OF HOUSE 43 _ �- --- CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: a a . EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). 43 15' ACCI ROAD LF 24" SD (PUBLIC) REMOVABLE WOODEN BOLLARD PER COR STD H021 (TYP) NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 455 I 18 II 456.30 450 ILD � I BEARING PAD I i ELEVATION (TYP) I IcD I� 445 .4......... I I I I I I I 440 I I �;.. ......... = I I I I I I .............................�� I I j I I I I 1 ; -....... ---. 60 LF 12" SD (PUBLIC) I i 7� i I i i i i 435 X cA I / I I I CO I I I I I I I IRIM=450.67 t i I I IIE=443.38 (8" ) Y I i I I I i i1E=448.95 (8") ��o I I 1LOCK AND LOAD10 LF 8" PVC TI® 15.15% RETAINING 1 WALL (TYP) .. i�: � i i i I I I I , 430 I WD , i...... i I i i i I\ I \\ RIM=455.20 EX TREES TO BE < RETAINED (TYP) j / �� 30 LF 24" SD (PUBLIC)Ln 1 TRACT B d 425 15 LF 8 PVCco _ N ° TREE RETENTION % ® 15.11 % CB#18 /.. CB#19 I j 6 LF. 24" SD (PUBLIC) OUTLET I I -. I 1 I.-- �I / r __ CB#17 Q IE=431.30 C o O �.........�. I I I I dI �I I I j I■ I " 9 LF �2 SD (PUBLIC - - INLET IE=440.90- — — — —_ . I �I I I I I �bImmo • ' , 3 I NI I i N I 115 I I I I LF 6" PVC I CONTROL STRUCTURE. SEE 60" CATCH BASIN TO ACT AS SUMP . 5'X10' REMOVABLE ACCESS_ I G GRATE. SEE STRUCTURAL o I I 1...... @ 1.64% UN DETAIL ON SHEET 24 PLANS FOR ETAILS. DETAILS. ' °O 0 19 LF 6" PVC 5'X10' REMOVABLE ACCESS RIM=451.304 N cliM' I I i I I CO 0 3.50% GRATE. SEE STRUCTURAL TRACT A �I I I RIM=450.15 i IE=431.13 (6") { �� — — PLANS FOR DETAILS. DRAINAGE FACILITY RIM 451.30 � I FOOT DRAIN 31.80 SEE CONTINUATION ON SHEET22 ���ti�■IE= 42 ACCESS --I RAT 0 MMIS 0 SECTION LINE 5 Lu 0000, _0000- vi 5 SEDIMENT STOIRAGE 0 I! Hit 15 E: 1 " " _ _ N) --EXISTING GRADE 1= 0 � p ro N p cO 00 rn r7 0�p � M 0 0 00OR (D lr_� O n N In N 600 OD 0) r- O (6 O r7 Ih I� � I') 't r') u U) SECTION C—C SCALE: 1 "=20' H, 1 "=5' V NINE MEN a NINE 011111111111111 NINE NINE Ell NINE EE Ell NONE NINE b77_&T_TTllE70T!7'.rlTm NONE _ �_�_�_ ���,���y1lNJ►■,ICININE NINE m NINE NINE NINE m NINE IEEE �Mi i����� IEEE ��� ��■ EElEEEllEMw IEEE 1�����Ell Ell Ell gym■ =■ Ell M■ =gymm �MENNEN �M■ NINE • �.��w�NINE NINE NINE NEW ��� ��■�� 1������ Ell monot�� WINE 0111111111111111111 EllElEE mEllElEE NINE lII!IE!E IIIINP IIIEIII�_ W1������ �Fir-TT'�r'Ell NONE �r'�J:�+af:l�ll:il■[M��[ii:f;3+�1� onsoniz EllElllEEElllErs �_Ellllll ONE IIIEIIIIIII�rc�.i:szz=w:1:a ::: �c�■�r4:�: �7<i1nf�R� —1�3ZS�:'i:1<NZSi�I�' IL•1C��►�)♦=� ' dr.w-�•� l.' : •. .=�1.J.l,l��_ �rl.,, �t7 : Gii-R�L•)•�Si '' G i 7-1•=�i�� Ell Ell OMEN NINE l 'lv �L��7�911:JC■�I► 00 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS SURVEYED: N 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: BENCHMARK RK DRAWN. RK o o TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 CHECKED: � DATUM 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) APP TJS NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 N0. REVISION BY DATE APPR 455 450 445 Ill-_ N N O Ln 440 N U 435 430 T 425 p O N Q 420 J HORIZONTAL 0 10' 20' 40' 460 QO SCALE: 1 "=20' VERTICAL (D 0 2.5' 5' 10, C-) O 455 SCALE: 1 "=5' C 1 N O N S WASy� 1 450 0� Z 0 4�0 445 1/6/26 J uJ 440 i C d _c 7 O � t • O I� m 435 J L c c� � M adcc) m 1N Q 430 : Ln i C Ln IIfNI mrO, W V 00 YIt N r 425 SECTION D—D R-436023 SCALE: 1"=20' H, 1"=5' V IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL HBray 02/05/2026 00 W N CALL BEFORE YOU DIG: 0 N 1-800-424-5555 pC O Z Sc&E'PLAN: 1 "=10' DATE: HORI ON'rAL• NAD 1983/2011 DETENTION VAULT PLAN 1/6/2026 z 00 PROF: H 1 "_ =20 CITY OF v 1 "=5' u AND PROFILE FlELDBOOK: OO RENT0N PAGE: ONE INCH DATUM HARMONY RIDGE DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE ICH IJO USA, CO., LTD INCH SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET' 23 OF:66 = m o DETENTION VAULT AND WATER QUALITY DETAILS co FOR 0 HARMONY RIDGE Lu A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON `/ui V 0 rr z 00 75 rr 2 Ln N 0 N O \ N 00 N N N iT / 00 N N N / O O 0 N N H Q) a i INLET BAY FRAME AND COVER LOCATION ALTERNATE PIPE LOCATION OUTLET BAY FRAME AND COVER (TYP OF 3) GRADE RINGS/RISERS (TYP OF 3) 2'-7" [787j INLET TRANSFER STORMFILTER HOLE AND I I I 1 1 CARTRIDGE COVER - ------------- --- __---- -- _- y 1 I%_ -�y-- I T�-a�1--1i- --!>r-i I I I I OUTLET (17-0" [3658j) PLAN SEPARATION Fzi WALL I INLET PIPE F y i r =y STEPS I WEIR WALL I 6 d k I I I 11 11 II 11 I L. I I B B B R I II 0 r6 If 11 fll 6 N u 6 II OUTLET PIPE STORMFILTER FLOW KIT CARTRIDGE The StoFrr,wl•66r MBL1sps1Tlsltt StormFilter' 1111 PRODIKT AIAY E .. FD - OR NUKE LF 11.F 1D11-6 RILA FaR5]pi.PA 6g SPET. 6.03)696:8&BOiE. RELATED FOREIGNPA.i�----iJ1FER EAIEMEPENdNG ACTIVATION DISK FILTRATION SAY Z 2 DOcu5gn Envelope ID:E212B987-C626-4330-A5D4-DO55AO107AF9 SEE NOTE 11 (TYPJ i owv�+ 1 A STORMFILTER DESIGN NOTES STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCALLY APPROVED SURFACE AREA SPECIFIC FLOW RATE. PEAK CONVEYANCE CAPACITY TO BE DETERMINED BY ENGINEER OF RECORD • A 6' X 12' [1829 X 36581 PEAK DIVERSION STYLE STORMFILTER IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (14) AND IS AVAILABLE IN A LEFT INLET (AS SHOWN) OR A RIGHT INLET CONFIGURATION ALL PARTS AND INTERNAL ASSEMBLY PROVIDED BY CONTECH UNLESS NOTED OTHERWISE CARTRIDGE SIZE (in. [mmj) 27 [6861 18 [457] LOW DROP RECOMMENDED HYDRAULIC DROP (H) (IL [mm)) 3.05 [9301 2.3 [701] 1.8 [5491 HEIGHT OF WEIR (W) (8. [mmj) 3.00 [9141 2.25 [686] 1.75 [5331 SPECIFIC FLOW RATE (gpm/sf[Uslm1]) 2[1.36) 1.67•[1.13]• 1 1[0.68] 211.361 1,67•[1,13]- 1(0.68] 2[1,36] 1 1.67•(1,131• 1 110'68J CARTRIDGE FLOW RATE (gpm [Usj) 22.511.421 18.79 [1,19] 1 11.25 [0.71] 15 C 9511 12.53 [0.79] 7.5 [0.471 10 [0.63] 8.35 [0.53] 15 [0,321 1,67 gpmisl [1.13 Us/m`) SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY OD�OOOODOOD DDDDDDHR f100000D K FRAME AND GRATE (24" SQUARE) (NOT TO SCALE) / 1 1 MNI�N / FRAME AND COVER (30" ROUND) (NOT TO SCALE) PERFORMANCE SPECIFICATION FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7" (1781. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. SPECIFIC FLOW RATE SHALL BE 2 GPM/SF [1.36 Us/I [MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPMICF [13.39 Usfmj OF MEDIA (MAXIMUM). GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. ALTERNATE DIMENSIONS ARE IN MILLIMETERS [mmj UNLESS NOTED OTHERWISE. 4. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE CONTACT YOUR CONTECH REPRESENTATIVE. www.ConteehES com 5. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT. 6. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 10' [3048] AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. INSTALLATION NOTES A ANY SUB -BASE. BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR. E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. F. CONTRACTOR TO REMOVE THE TRANSFER OPENING COVER WHEN THE SYSTEM IS BROUGHT ONLINE. CONTECK SFPD0612 (6' x 12') sow�loNSLtc PEAK DIVERSION STORMFILTER WW W .ContechES.com 9025 Centre Poirne Dr, Sure.0. West Chester, CH 45069 STANDARD DETAIL ..... /❖.❖O. ..o.e ACCESS MANHOLE WITH 24' BOLT LOCKING RING AND COVER PER STD. PLANS 204.40 AND 2(M 50 OUTLET PIPE FLOW w SEE NOTE 11 (TYP I ' I 500' REMOVABLE LOCKING OPTIONAL I PANEL FOR VAULTS GREATER 12* MIN VENTILATION PIPE (TYP). I 5'rt i D ACCESS VAULT I I I THAN 1.250 Sr OF FLOOR AREA SEE NOTE 9 MAY BE USED IN PLAN VIEW LIEU OF TOP ACCESS LL-�J FRAMES, GRATES, AND ROUND SOLD COVERS MARKED'ORAIN" WITH LOCKING BOLTS PER STD PLANS 204.40 AND 204 50 5'al0 GRATE ACCESS DOORS OR 76' MAX. REMOVABLE PANEL 2' MIN. COVER, 4- MIN I- SEE NOTE 10 WALL FLANGE. TYP { 1 -V-Q"*N WID'MIN FLOW kESTPo:: I';j,t FLOW- SURFACE 0 ® LEE r;oTE „ IT, FI ANDHOLDS. STEPT MIN 1 OR LADDER ,re t 7 MIN o FLOW w 01 SEDIMENT STORAGE CAPACITY OF OUTLET PIPE NOT LESS THAN DEVELOPED 100 - YR DESIGN FLOW 7 MIN I SEE NOTE 11 (TYP.) I[� 4' MIN. NOTES: SECTION A 1 THIS DETAIL IS A SCHEMATIC REPRESENTATION ONLY ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND APPLICABLE DESIGN CRITERIA. 2. METAL PARTS PREFERRED TO BE STAINLESS STEEL ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS I.2, OR 5 3. PROVIDE WATER STOP AT ALL CAST4N-PLACE CONSTRUCTION JOINTS. PRECEAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 4. VAULTS .t0' WI MUST USE REMOVABLE LIDS. S. PREFABRICATED VAULT SECTIONS MAY REQUIRE STRUCTURAL MODIFICATIONS TO SUPPORT 5' X 101 OPENING OVER MAIN VAULT. ALTERNATIVELY, ACCESS CAN BE PROVIDED VIA A SIDE VESTIBULE AS SHOWN. ALL VAULT AREAS MUST BE WITHIN 50' OF AN ACCESS POINT. 7. FOR VAULTS UNDER ROADWAYS THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES ALTERNATIVELY. MULTIPLE STANDARD LOCKING MANHOLE COVERS MAY BE PROVIDED SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER, TO FACILITATE REMOVAL OF SEDIMENT. LADDERS AND HAND -HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE- S. MNIMUM DIAMETER FOR ALL ACCESS OPENINGS (RISERS) EXCEPT THOSE COVERED BY REMOVABLE PANELS, IS 36 INCHES 9. VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATION PIPES. VENTILATION PIPES SHALL BE CAPPED OR OTHERWISE COVERED. BUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION. 1D. FOR RAISED OPENINGS WHERE THE DEPTH FROM THE IRON COVER TO THE TOP OF THE VAULT EXCEEDS 24 INCHES, AN ACCESS STRUCTURE EQUIVALENT TO A TYPE 2 CATCH BASIN OR TYPE , MANHOLE SHALL BE USED. I I WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL)- WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS 7HE CONNECTING PIPE 12 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NISI STD. PLAN - 236.00 URI PUBLIC WORKS APPRROVED- DEPARTMENT TYPICAL DETENTION VAULTl0/19/2022 Martin Pastucha VW'E�.xi DATE 2:52 SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID WATER QUAUTY-FLOW RAT EOI -Sj)- PEAK FLOW RATE Ids [I.JI SF-1 RETURN PERIOD OF PEAK FLOW (yrs) 100 CARTRIDGE FLOW RATE CARTRIDGE SIZE (27. 18. LOW DROP (LD)) '27 MEDIA TYPE (PERLITE, ZPG, PSORB) ZPG NUMBER OF CARTRIDGES REQUIRED 1 9 -INLET BAY RIM ELEVATION FILTER BAY RIM ELEVATION PIPE DATA INVERT MATERIAL DIAMETER INLET PIPE 1 428.55 LCPE 1 12 INLET PIPE 2 429.0511LCPE 12 OUTLET PIPE 42-5.501 LCPE _ 1 12" NOTESISPECIAL REQUIREMENTS: 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN:RK CHECKED: BJT BY DATE APPR APPROVED: TJS SCALE: 5'x1O' FRAME, GRATE, & SOLID COVER WITH LOCKING BOLTS. PER 2019 DOE RIM=451.30 FG=450.80 � v Q Ln 0 ow LLJ L.� 9 - 0 D D. I D 0 D- D cr LJj (n v - � 3" X 0.090" GAGE SUPPORT a- BRACKET ANCHORED TO 0 CONCRETE WALL. (MAX. 3' VERTICAL SPACING) D N/A v v BOTTOM OF VAULT LID EL=447.80 MAXIMUM DESIGN WATER SURFACE EL=447.30 ORIFICE 0=1-3/16" ORIFICE #3 IE=444.50 (6") ELBOW RESTRICTOR ORIFICE 0=1-3/8" ORIFICE #2 IE=442.50 (6") ELBOW RESTRICTOR SAFETY HANDHOLES, STEPS, OR LADDER. SEE 2019 DOE, 3' MIN. 0 8" SHEAR GATE W/CONTROL ROD FOR CLEANOUT/DRAIN (ROD BENT AS REQUIRED FOR VERTICAL ALIGNMENT WITH COVER). SEE 2019 DOE. 12" OUTLET PIPE E_ TO CB#13 STATIC WATER SURFACE EL=431.50 IE=431.50 (12") Z v V D D v .D NOTES: RESTRICTOR PLATE WITH D 1. ALL METAL PARTS MUST BE CORROSION ORIFICE #1=3/4" z RESISTANT. STEEL PARTS MUST BE EL=429.50 12" MAX. D STAINLESS STEEL OR ALUMINIZED STEEL. a (TYP.) 2. PROVIDE WATER STOP AT ALL R o D P CAST -IN -PLACE CONSTRUCTION JOINTS. PRECAST VAULTS SHALL HAVE APPROVED BOTTOM OF SUMP EL=427,50 RUBBER GASKET SYSTEM. CONTROL STRUCTURE VAULT SCALE: 1 "=2' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. Sy/ Q � o z 100 41 s/UNA L ENG 1/6/26 • J O J v `1 i C � � 7 . _ � 0 t pf i Z i W �N � M � C Q CD fV is 1 c: < a) i C > LO a-+ j f V W V co Y r R-436024 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 1 N N N O 'O � J N ME t'J N Q J O O MO N r�7 HBray 02/05/202600 W 04 DETENTION VAULT AND WATER QUALITY DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N r N rr0 Z DATE: 1/6/2026 z m FTELDBOOK: 0 O PAGE: DRAWING NO: Q cj SHEET: 24 OF: 66 = W CO (0 O N N O 0 LI (D 0 oC z 0 75 Q U (n Q 00 0 cV O N N 1-1 00 N N N Iv / 00 N N N / to O 0 0 N ILL L� 0 10' 20' 40' SCALE: 1 "=20' ■ TREES PROTECTION ° FENCE INSTALLED. PER TREE RETENTION PLAN ON SHEETS 45-.TO 52 o W C*4 cn � I �. ° Lu I N o Lu N = I_ + �--___44.Q — Z-----_____------ Z 022 o �. on .4.............. j 112 Lf 1,)" ch Lu Q _ - - - _ JZ 0 V I , I 1 C� 455 450 445 w to W 04 U 1 Lu N = 440 + cj) Z QO C 0 435 ? Lu H Z_ Q J = Z 430 V F- QO � V 425 420 OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ------------------------- __y._. ----------- 15' ACCESS/ ------ _ __ ------_I-- ROAD _432_ EX WOOD \ FENCE \ \ Al IC )�)I I-)rr I A \ /r-,- \\ Mu'R. nhEc unIVIL.: + 3AA Rr r1 \ ir /'':� u-115V \ v ......452- VI I Y VI hLIV I VIV --------"--... nI N %j '505 . IV... n If,, Ivr-n I n v\nr\ 1V\7V I LIV IV\7Vli JI II Inn lr\ T r1V Vl 4\7 1 �P"r' _310-9,30- i 1 t0 ....... __. ........ — Ad7------------ EX RETAINING WALL NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. 90, :. •4**PAI ON 55 LF 12" SD (PUBLIC) <•1 PROPOSED 20'X6' CHAIN LINK GATE TRACT A DRAINAGE FACILITY PROPOSED 6' CHAIN LINK FENCE TRACT B TREE RETENTION 0 10' 20' 4( SCALE: 1 "=20' VERTICAL HIGH PT - 43954 1 OW PT Fl EV = 0 2.5' 5' 1( _ = 450 'v SCALE: 1 "=5' 00- 00- °' 00 N N m o 445 to r� z � � N O O Ld I w w w U U (n (n U U >LdLul — — — � 440 PROPOSED (RADEI (STING GRADE° CENTER L 435 0 CENTERLINE "I ® _ oe "So 0 ° 430 D BLIC) 12. SEEE ° P FROM CB# SHEET 23 0 DETAILS. -IN TY / SOLID " _ - (PUBLIC) 6.56% » E) 420 IC'— " = _ — V. , = 9 3_ _ = 1 " »PROPOSED SD-0 O t0 Ln r7 0 O Ln� rr) 0 O coo DO N r7 0 0) MU-) 0)V-)O r7 ro � 7— Ln r� r� 0) co O M N N NN Dp CD r7 � N 00N P" M r7 r7 N �N co co r7 N r)N If) r7 (0 o -t r7 O Do CN. rrj Ln 0 r7 0 N 00� 't � r7 0 W) �� W) 00 r7 0) � 00 M 0)_ M O qt 64+00 63+00 ACCESS ROAD OFFSITE SCALE: 1 "=20' H, 1 "=5' V 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 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 19/26/25 TJS 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS NO. REVISION BY DATE APPR 62+00 SURVEYED: SCALE: H 1 "=20' V 1 "=5' DESIGNED: RK DRAWN: RK ONE INCH AT FULL SCALE CHECKED: BJT IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: TJS VERTICAL: NAVD 1988 HORIZONTAL.• NAD 1983/2011 DATU M 61+00 CALL BEFORE YOU DIG: 1-800-424-5555 e, CITY OF RENTON Planning/Building/Public Works Dept. I SITE MAP KEY PLAN � 0 N S %f �F W A Sy1 ' z LNA 24�0 1/6/26 J O J v � C d i _ 7 � t . _ pf �O C � � i Lu (V � M i Q 00 CA � m � �d1fV c QQq L0 i L0 4-7 f V cMa W O V or-0(1)N r c Y L0 R-43602b VV-43bUUb 5-43bUlUb IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Alolltk IL N N O O N M u N Q J Q0 O O O O N Ir ra HBray 02/05/2026 00 LI 04 r (D N WASTEWATER UTILITY WATER UTILITY 0 jstowell 02/05/2026 ' Fjvaldez 02/09/2026 ' Z OFFSITE UTILITY ACCESS 1/6/2026 z IIn ROAD PLAN AND PROFILE FIELDBOOK: O O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD LU Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 25 OF:66 = m CO Q0 O � co N0- N O Ir '4 0 Lu Lu 0 rr z 0 75 rr Q E 0 0 00 N N N / 00 m N N N to O O 0 N a_ 0 10' 20' 40' SCALE: 1 "=20' OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 28 • • ■,� • NTINUATION mot.. _E CO .�•as■�'�'� SE ,i .use ■asp . 1 mI 36....... •. 0 VI I I VI RENTON I VIV o, «ll���JJJJ EX 16" 1s a 55 00 A[) 1l1 AI 2r175 1rl^' to �2 III I I EX DITCH rn WATER I ID X ii 3� EX OFFSITE TREE TO as BE RETAINED (TYP) EX 100 . MATCH I / EG 3:. EX UNDERGROUND _ A PORTION OF EX DITCHJV TO BE RELOCATED O 15' ACCESS POWER LINE (TYP) 437.31 _ _ _ _ _ _ _ C B#8 ROAD 39 LF 12" �� g� 7 2 LF 18 - :.� I SD (PUBLIC) ��: S (PUBLIC) :... 7 -----4 EX 12" DI WATER C 8" SEWER 1 1 PROPOSED 6' CHAIN LINK FENCE PER DETAIL ON SHEET 33 8" SEWERS -- I----_ ROLLING HILLS 590 ----- - 12" SD PROPOSED 20 6 PRESSURE ZONE Gi _ CHAIN LINK GATE 22 -LF nI I I.I., IIII I III 4 5 m 2 6 ( 168 LF 12" SD 11 ,." I ni.r IInL.r^ :-vl ICB#5 --- ------4.... - - _ CB#6 40 LF 12 SD C #7 - V IL_L.I-l\7L rI VIVIL.) I II- - AJAI -+�uu�n n77n I , 1�: I� 3 �~Ji 436.75 ....PROPOSED 6' CHAIN EX UNDERGROUND : m I ; ; ; LINK FENCE --PER DETAIL TELEPHONE LINE (TYP) :W I� W / •E- ON SHEET 33 243 LF 12" i i I II r EX CULVERT TO -PORTION OF EX DITCH - SD PUBLIC 1 ; BE REMOVED TO BE RELOCATED EX WOOD ( ) WARNING EXISTING 16" OPL FENCE EX 16" CI WATER PETROLEUM PIPELINE. SEE :I ROLLING HILLS 490 ' r A Tlr A TRICK 3�i ' I 436.45 �I POTHOLE NOTE ON THIS SHEET LjL/ I IL P„ I V PRESSURE ZONE iv'IARR+JiiviT�i MATCH EG „^ .......•I A6)AI n 1 An EX SIGN i 1 14 EX DITCH I Y i ,;�9 3v- 12 n II . ������■�..��It ■ia ja SHEET 28 �■�'�'��NTINVATION ON SEE CO HIGH PT STA = 66+30.09 A-^ HIGH PT ELEV = 439.07 CAUTION: PETROLEUM PIPELINES CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GARY GOMEZ (206) 510-0575 UTILITY PROTECTION PLAN (UPP) THE INSTALLATION OF THE PROPOSED 12-INCH STORM SEWER AND 8-INCH SANITARY SEWER LINES WITHIN THE DESIGNATED UTILITY EASEMENT ALONG THE SOUTHERN PORTION OF THE CITY'S RESERVOIR PROPERTY WILL INVOLVE EXCAVATION TO DEPTHS OF UP TO 19 FEET. THIS WORK WILL OCCUR IN CLOSE PROXIMITY TO, AND BENEATH, AN EXISTING 16-INCH CITY WATER TRANSMISSION MAIN AND A 16-INCH OPL PETROLEUM PIPELINE. PRIOR TO COMMENCING ANY WORK IN THIS AREA, THE CONTRACTOR SHALL: -SUBMIT A UTILITY PROTECTION PLAN (UPP) DETAILING METHODS AND MEASURES TO PROTECT THE CITY'S WATER TRANSMISSION MAIN, INCLUDING THE ADJACENT THRUST BLOCK, AND THE OPL PETROLEUM PIPELINE. THE UPP MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. -SUBMIT A SEPARATE UPP SPECIFIC TO THE PETROLEUM PIPELINE FOR OPL'S REVIEW AND APPROVAL. A+av 445 440 435 430 425 420 415 410 TREE PROTECTION QO FENCE INSTALLED PER 1 TREE RETENTION PLAN ■ O ON SHEETS 45 TO 52 1 ■ 91 , O -W U-) o -W N 1� ~ ■ 1 I.LI Lu --- , N = 4____ _ _ _ ♦ (n o CB#9 5 LF 12" , Q SD (PUBLIC) - �- Z SF-1 ___ , 1 Q STORMFILTER 94- _ _CB#10 I W Q RIM=434.70 Z IE IN (NE)=429.05---� - IE IN (SE)=428.55 J 42 LF 12" Z IE OUT=425.50 D (PUBLIC ---- _E SHEET 24 FOR DETAILS__---- O J,9 - S--- ) .. O -EX SHED EX WOOD FENCE /- 1./I IlTrrlf l 11 / , YY r11 I LI IL_L.L/ / ■ Ir A A IA IrTTr R TIE, U, L/•91 VI VL I I L ♦A I TIE, / ,� P"7 10030-1230 ■ Pro - !• - �� •- • - - _I E �� �.w wow �� _ • ■ •_ ■ C .I ws11�� „��>tlfyll►[�Ih:L1%]■ G' -��_� r - G' uwaww■ w■lia w� �_ = � ��� � ��-■ - �. 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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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 66+00 RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR APPROVED: TJS 65+00 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 50 I SITE MAP KEY PLAN I NOTE: PRIOR TO START OF CONSTRUCTION, PROPOSED FENCE ALIGNMENT TO BE WALKED WITH THE ENGINEER TO CONFIRM ITS LOCATION. DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. •45 HORIZONTAL 0 10' 20' 40' Ong iii SCALE: 1 "=20' VERTICAL 40 0 2.5' 5' 10' SCALE: 1 "=5' 35 Lu W cV W 30 N W_ CO Z Q Q •25 Z 1 Q W H Za J 20 _� I- Z Ca 'Q1 C V •15 .10 KEYNOTE CONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. UTILITY CROSSINGS IE 18" SD = 437.10 T/P 8" SS = 426.16 IE 18" SD = 436.83 T/P 12" SD = 424.83 IE EX 6" GAS* = 435.16 T/P 12" SD = 424.63 IE 18" GAS* = 431.02 T/P 12" SD = 424.63 IE EX POWER* = 437.21 T/P 12" SD = 424.63 IE EX 16" W* = 432.21 T/P 12" SD = 424.93 IE 12" SD = 427.56 T/P 8" SS = 426.53 *EXISTING UTILITIES POTHOLED AND EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN CONSULTING ENGINEERS, LLC. 0 N S k �F W A Sy1 ' z �"10�24�0 �Q,- IS 1/6/26 J uJ � C � � 7 : t . _ 0 of i W (V � M i 000N is �0")N c: < # > j i r. L0 a-+ f V cMv W rO, V a) Y N r R-436026 W-436006 S-436006 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N 0CD N LJ N J O O O N ri7 HBray 02/05/202600 W C*4 CALL BEFORE YOU DIG: WASTEWATER UTILITY �' WATER UTILITY 1-800-424-5555 jstowell 02/05/2026 JValdez 02/09/2026 HORIZONTAL. NAD 1983/2011 ° CITY OF RENTON DATUM Planning/Building/Public Works Dept. OFFSITE UTILITY ACCESS ROAD PLAN AND PROFILE HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N ON EE Q Z DATE: 1/6/2026 z m FIELDBOOK: O O PAGE: DRAWING NO: W a� SHEET: 26 OF: 66 = m CO Q0 O co I I N N O 1 I I W 0 z 00 75 rr Q 2 a y •i Q) a U a- r N kn N CD N 00 \ N W E \ L 00 N N N Iv / 00 N N N / CD CD N N a_ H Q) a rT LINK FENCE TYPE 3 OR 4 - . __.CHAIN PAY LIMIT i GATE POST (TYP.) - 3 1/2- (IN) v DIAM. (NOM., SCH. 40) w PULL POST ! HOG RINGS - SPACED W ! Q 24• (IN) MAX. (TYP.) m TENSION HARE J m i TENSION WIRE FABRIC BAND (TYP.) TENSION WIRES STRETCHER BAR (TYP-) BOTTOM TENSION WIRE (TYP.) (NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) N Uj m m m 0 3' - 0" - CHAIN LINK FENCE TYPE 3 7 - 0' - CHAIN LINK FENCE TYPE 4 LINK FENCE TYPE 3 OR 4 PAY LIMIT GATE POST (TYP.) - 3 1/2" (IN) HOG RINGS - SPACED DIAM. (NOM ,SCH. 40) 24- IN MAX PULL POST ! ® ( ) i TENSION WIRE (TYP.) •I III: .III►.•. ........ • • • \ % ��r.%ryr.%rim/ `Iris/err`% r/v��r/ �% �i r FABRIC BM TOP HINGE BOTTOM HINGE GATE POST DETAIL OA GATE POST DETAIL O :NSION WARE STRETHCER BAR DOUBLE 14 FT. CHAIN LINK GATE - PAY LIMIT DOUBLE 20 FT. CHAIN LINK GATE - PAY UMIT 12- ROUND (TYP.) DOUBLE GATE SINGLE 6 FT. CHAIN LINK GATE - FABRIC BAND TENSION WIRE TURNBUCKLE TENSION WIRE (TYP.) (NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) EYE BOLT PAY LIMIT r� i TOP HINGE - 90• SWING (A ) TRUSS RODS BOTTOM HINGE - , 90' SWING TIE WIRES (TYP.) - SPACED Q 14- (IN) MAX. 12- ROUND (TYP.) SINGLE GATE TENSION WIRE TENSION VW FABRIC OFFSITE UTILITY ACCESS ROAD DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON NOTES NOTES 10'- 0 MAX. 1000' - O" MAX. PULL POST - SPACED HOG RINGS (TYP.) - 1. Al concrete post bases shall be 10" (in) 1. Materials shall meet the requirements END OR CORNER POST of Standard Specification 9-16 � TENSION WIRE �A PULL POST , B TENSION WIRE LINE POST - SPACED BRACE f Q 117 (FT) MAX. Y- POST /0 - 0" MAX (TYP.) Q 1000' (FT) MAX. TENSION TVNSTED SELVAGE p i -TENSION WIRE WIRE (11 P.) SPACED Q 24- (IN) MAX. BRACE POST minimum diameter. 2. Alon the t and bottom, using N g � g � Rings, fasten the Chain Link Fence CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT rt 10, - 0' (TYP.) PULL POST nA`TENSION WIRES r- TENSION WIRE CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT 1 - 0" 0 (TYP.) TENSION WIRE FOR GATE POST - PULL POST i r REQUIRED ONLY ON HINGE SIDE TENSION WIRE i TENSION HARE B TENSION WARE HOG RINGS - SPACED Q 24- (IN) MAX. (TYP.) STRETCHER BAR (TYP.) PULL POST DETAIL O FABRIC BAND (TYP.) OQ WAs B aQ45Y�Q � 'I Ej�i y`P G ^< 'P OQd A 34363BGI STOP \� SS/ONAL V Bary. Ed �1 MaV 6 2014 T i7 PM CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR. PUBh CATION = -II a1aIauvnl STATE DEWN ENCINUR Wmhinpbn Slab DWmrhnwlt of Trongw6a0m TENSION WIRE EYE BOLT TURNBUCKLE TENSION WIRE (TYP.) (NOT EYE NUT REQUIRED FOR CHAIN LINK 9 q FENCE TYPE 4) D D PULL POST DETAIL OD 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 �V AQ Op WASy% W — -C Q7 100A ,p', 34363 0 ,`' 4, GI STev \: S/ONAL F~ Barry. Ed ti May 6 2014 3:58 PM L.�Aw CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION H•kak ?, 4,—, -r Jw I I 11A 141 PM STATE MININ ENOINM Wa•hhglon Sh.o DoporhnW of Tra WodwbN 0 TENSION WIRE TIE WIRE (TYP.) Fabric to the Tension Wire within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection TENSION HARE of any particular fence type. 4. Fencing shall be used for security and FABRIC BAND (TYP.) boundary delineation only. STRETCHER BAR (TYP.) TIE WIRES (TYP.) - SPACED Q /4- (IN) MAX _ STRETCHER • h. /. �%l� ;;' - BAR TENSION WIRE 5; ` b `'! KNUCKLED SELVAGE t CHAIN LINK ','' '•'- HOG RINGS (TYP.) - ! I a N (TYP-) FENCE FABRIC TENSION WIRE 1 ' POST FABRIC SPACED Q 2e (IN MAX. ' ' / b CONCRETE POST - FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT NUT - SN SPACED 15 M MAX. TYPE 3 la - 0" MAX 500' - 0- MAX. PULL POST - SPACED i END OR CORNER POST TENSION WIRE 10 _ 0" MAX. (TYP.) Q 501Y (FT) MAX j ItNSION WINt PULL POST B LINE POST - SPACED BRACE TENON KNUCKLED I D TENSION WIRE 10' (FT) MAX. POST SELVAGE (TYP. TENSION WIRE TIE WIRE a TENSION WIRE TENSION WIRE HOG RINGS (TYP.) - SPACED Q 24- (IN) MAX. - BRACE POST ..' �'/`,."/`� �,/`' `i `' �i `' �i.`' ;'/`'`i. .•i •• �•� `�'�%r`�ir/ri`I�%/ �i ice% 6 �= �•\Vi \• �� V�\\•A\iA\•�\��`WY�\��\�'\�� �' �%/'�� �%/`� �%/`���% �% 3 1/2- POST AND RAIL SPECIFICATIONS 1 yg• PIPE ROLL FORMED POST NON. SIZE (SCH.40) SECTION WEIGHT �+ I.D. FABRIC LOOP - 2 SIDES Y FENCE LINE Z END, CORNER. OR PULL POST 2 1/2- DIAM. OY 5.10 LINE OR BRACE POST 7' OIAM. OZ 1.85 N� FABRIC BAND WITH CARRIAGE BOLT AND NUT TIE WARE - SPACED Q 14" QN) MAX. (TYP.) TENSION WARE HOG RING - SPACED Q 24" (IN) MAX 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION END OR CORNER POST DETAIL OA BRACE POST DETAIL O BRACE BAND WITH CARRIAGE BOLT AND NUT TENSION WARE - STRETCHER BAR TENSION WIRE ` TURNBUCKLE BRACE BAND WITH CARRIAGE BOLT AND NUT RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK [;CHPECKE%JTBY DATE APPR ROVED: TJS TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS TENSION WIRES FABRIC BAND WATH CARRIAGE BOLT AND NUT (TYP.) TURNBUCKLE STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL ! B 1 TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS w TURNBUCKLE TENSION WIRES TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) l/Q l=J STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED Q 14- (IN) MAX V OQ WAS./ A 90 qB34363 Qr� .off GI ST%Q� SS/ONAL Barry, Ed Jul 14 2015 1 1:14 AM CHAIN LINK FENCE `\tapj TYPES 3 AND 4 STANDARD PLAN L-20.10.03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:24 AM '. STATE DESIGN ENGINEER 4 Ask T Wmhnglon SKaK. D.p- wn of Trampwloliw TENSION WIRE s,Q��gO OP WASy��� 9� 'A. Grgj — -C � .P 34363 Qr� owe BGI S T ep�O SS/DIAL t L ar - F.d U Jul 14201511 1a \\I CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS O N S k [Q- OF Al A W Syi �� r z 100 4�0 6 STO, �Ql— s/ONA L ENG 1/6/26 • J O v v! L C � . _ � 0 t of C i W �N � M .0 i 000N M I` Q 1 LO a—' fV cMa 0 W U 00 Y N 00 APPROVFDFOR PUB u1TN Carpenter. I R-436027 W-436005 S-436005 Jul 14 2015 11:25 AM —TEOESMENMEER T W a.hirgle, Slab Dopwhnwa a1 Tran•perlollon IN COMPLIANCE WITH CITY OF R E N T O N STANDARDS DEVELOPMENT ENGINEERING N N N 'C) U J N r—� N Q J C) O MMI t'J N HBray 02/05/202600 W CV WATER UTILITY CALL BEFORE YOU DIG: p N 1-800-424-5555 Haldez 02/09/2026 pC O Z SCALE: H 1"=20K HORIZONTAL-NAD 1983/2011 CITY OF OFFSITE UTILITY ACCESS DATE:1/6/2026 Z 00 V 1"=5' DATUM ® R E N T O N ROAD DETAILS HARMONY RIDGE O 0 0 Uj FIELDBOOK: PAGE: ONE INCH DRAWING N0: AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. NCH IJO USA, CO., LTD SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE- 27 OF. = pp Q Q (c) (C) CM Cy) cV N UTILITY CROSSINGS KEYNOTE Q P U G ET DR SE PLAN AND PROFILE �� IE 18" SD = 437.10 IE 16" EX GAS* = 420.22 CONTRACTOR SHALL POTHOLE EXISTING ZL C� FOR T/P 8" SS = 426.16 T/P 12" SD = 417.25 UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT _ QIE 18" SD = 436.83 IE EX TELCOM* = 425.97 ENGINEER IF CONFLICT EXISTS. 7 `�` HARMONY RIDGE T/P 12" SD = 424.83 T/P 12" SD = 417.23 0 10' 20' 40' %� IE 16" EX W* = 427.86 IE EX POWER* = 425.58 CAUTION: PETROLEUM 0 � PIPELINES p T/P 12" SD = 424.12 T/P 12" SD = 417.22 CONTACT PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS Lu SCALE: 1"=20' A PORTION OF SECTION 20 TOWNSHIP 23 N. RANGE 05 E. W.M. * � � > > > - * - - EXCAVATION Q IE EX POWER 433.62 IE EX POWER 421.52 PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL 4 T/P 12" SD = 424.82 9 T/P 12" SD = 417.20 PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. CITY O F RENTON, TO N, KING COUNTY, WAS H I N GTO N AIE 2" EX GAS* = 432.15 *EXISTING UTILITIES POTHOLED AND BP FIELD REPRESENTATIVE WOOD W T/P 12" SD = 421.60 EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN GARY GOMEZ TEL MARKER �\ I FENCE SSMH RIM=417.72' FOUND 3/8" BRASS PIN IN CONC. _ SITE MAP KEY PLAN �� R i�.Luv:i nIL_L_S CONSULTING ENGINEERS, LLC. (206) 510-0575 POST TEL jl I „ , 8 CNC IE SE 411.67 0.89 BELOW GRADE - „ NTS 1 111 I n /\r 1 In1 Ar^ Cl WATER E v IL.L.n VL r1v IVIL.: ROLLING HILLS 490 nl I IA I/\ 1 III I C R`/`•`_Ily\' VAULT \ N " ' 8 CNC IE NW=411.57 INTX SE 19TH ST & PUGET DR SE ; ;�;� ;'„��2U-OEt60 PRESSURE ZONE �IBOX > llr%kA -, � q, � n /\r 1 1/•\I If'^ MARKER v IL. L.n\7G rl\/IVILv I (JUNE 2022) ... ......... L Z a POST �_'� il i'3991v-v22v -EX R/W LLI GATE N / / EX GRAVEL . ....... % C CULV N EX 12" DI WATER NC E . =432.28' EX AD " ; = � I EX ADA 12" CNC CULV SW p j TRAIL / EX SIGN ROLLING HILLS 590 PRESSURE ZONE (BURIED) RAMP Via. J I J Q RAMP=433.73' (BURIED) �$ LIGHT JBOX T(UG) \ ram...... ti.......... N T(UG� .� N - EX UNDERGROUND .. "'- .. ' ..... / O 'J 438.........................: : o EX DITCH .................................. 4 �WATER'-MH� -� / / , TELEPHONE LINE TYP............ ........ ,4.3. .....-.••.-436........................................................................---•-.. ,�, 12" ADS CULV SW 4.`_ ( ) .......432..................................................... w • ...... ...... ,n,�+ ��8... . W ... ...-. A,GV...................... T / /=-4.1.8,09 .............. 30......................................... .. .......................................................................... W .... 424..... 'f.......................................... WA HYDRANT \` W t�� . W 6 - .w EX DITCH - _...... _ _ ... WT(UG) -" TUG) lUG).. -� -....... .......... T(U ..... - T{ll T(UG) ...T(UG).......... T(UG.).......... T lJG' :..... rli im - :T Gi- - T T{116) ..T(1!Q) 7(UC}e- -•U.- n c\ T UG1 - - - :.: : R' G)... ... E . - - - - - E�-). __.: _ _ / �i - -UG- - - TiU - W -'T - T( ...... -_ S�U - T U� T(�G) T(UG) ... i(U�)...... UG) ----'.... .............. - ........ . - ...... �- Z 0 .. : 'P(uG) Para) �-/ UG) T G) ( / / !(U )-- ) - ...... / EX SIGN •ter - W W - ..........W w W fin/ .. W ... ..--• .. -- - W _.. wW vv ��... -..w w......... w --- -----w r ------ I� -----� -�v- ---v-----------w---------------r----------�r---------.yd -----------w-----=----�N ---- -w----------�1+= -w----------�1+- -------------w--r-----J w SIGN �, I ---------------- --r------------------EOA---------r � 12" ADS : = REPLACE MONUMENT PER CITY STD H031 �; 1 P U G ET D R S E o REPLACE MONUMENT �. - PER CITY STD H031 Q- _ CULV NE =415.48' N -- �I I- N --- -(SEE SHEET 32�--------------------'---------------- �,`D „5R/'h --------------- "--------------------- --------- --------------- ------ - " --- 8 SEWER---- ------------------------ --------------- - 8 SEWER----------- �o -----SEE SHEET 32-----------------------------, t ( ) Sr CTI CTI ---- --------------------------------- --------- --�_----------------------------------------------------- N-------------------�- --------------------=----------W----------------------------- -------_- -- ------------------------- ----------------� I 41 CTI STA 49+96.17 BEGIN FULL LANE GRIND AND OVERLAY •- GAS MARKER = o O EX 8 WATER POST 12 CNC CULV SW EX BUS STOP SIGN=417.49' G GGG G•'--EOA-G-G-G-GG-G-G-G-G-c-c-G-G-GG'. STA 52+08.54 CB#4-------------------------- o----243 LF 12" SD PUBLIC WARNING EXISTING 16' OP ------------------- ( )-------------:--------------- SAWCUT BEGIN FULL STREET O I PETROLEUM PIPELINE. SE �_ _ _______________ ___------ (T'P) POTHOLE NOTE ON THIS SHEE GRIND AND OVERLAY i i EX 16" OPL , I 6 PETROLEUM PIP-ELINE I I `•. 5 EX 6" GAS 4 ��------�------------ 3- I o •'. CB#5 - I I 8 SEWER I o o_ STA 54+67 5 88'RT .57, 1 . x 39 LF 12" SD (PUBLIC) I I I END FULL STREET GRIND W EX I II I AND OVERLAY GAS 16 " MAIN -GGG G GG GGGGG"- ------- --=------------------- -------------- G --------------------------------------------� --�=--�---� 1 --- 7--,--6-��-6----�---G _-� - G_- �- �- -�---� -�- �_ _� - �_ - �_ -c.�_- c -- -- _- �� G T --- --- -_---- ----- ``� --- --- -EOA - G LIGHT T(UG) JBOX��y VGl T(UG) T(U I I P(UG) .. E X SIGN LIGHTV. ZF J B O X p��;lI - G- G- G- G- G- G' .- G- G- G- T( G) T(UG) S S} -'- // T(UG) UG) T(UG T(UG) TUG T.UG TUG T(UG) T(UG) .- T( ) (�(( G) U G) (U(( G) P U�7 )'"(Y0G� P(YNhr, �P(�! P(UG) P(UG) .. P(UG) P(UG) (IICiT T(UGP(UG) TUG - ( ) ( ) ( ) P G� P( P . G� ( �7 G) T(UG) T(UG) TUG TUG dY ... UG - PUG) P(UG) ' . _ P(UG) ... . ........... » --ice- P(UG) G ` - ...P(UG)...... P(UG .. 8 9 '.............................. P{uc}......... P(UG) ................ ) G G G'- G r, G G G G G G G G G G G- _ G - G- G� G- +I G-- U G G 9 (U GJ - �P P(UG) (UG) TUG (UG P ^ v ( �1 P(UG) P(UG) P(I ( ) ( ) ilU )T(UG T(UT(U�'T` ) T(U� �i P(UG) )P(UG) (.UG ^ P(.. ).... ........ uG JBOX \. - EX ADA EX P(UG) P(UG) ( ) ( PUG PUG PUG P(UG) P(UG).• - (U�). T- .. .. .........P.(llG) ADA %' T(uc> NG) " EX SIGN 7 LF 12 DI PUBLIC) P(UG)..........P�UG} P(UG, ... 1.2.. CNC CUL•V..NE p(�G) - - - -•.o........ ........... ........ ...... (U�� .. ..... PNG) P(UG)......... ............. - - G -- P(UG) UG) P(U( ... ... �... E ...E F- : ) ... P G) ...�.. 12" CNC CULV NE ::. - _ _� .P.Nc,� �- = 7u�'T 1..... i E- EX UNDERGROUND . 433.26 - RAMP � N RAMP :;- �(UG) CB#2 :... ............. n O.. :: O' " ' .. POW R L =424.83 12 CNC CULV..SW " BOX C E ' : .... TYP) JGHT 12" NC CULV EX DITCH SW' 1 I SEE 29 E EX DITCH \\ 2 ---.9 4 _ EX _ t-�---- I I _ _ _ -_ = .. _.... C B#5 / " - - - - 50 LF 12 SD (PUBLIC) ... ..... _ -- "' 33 LF 12 SD (PUBLIC ............... ) .......=42'5'.50 _ 145 LF 12" SD (PUBLIC) q.30. O .. .... - . O ::4 O.... 433LIGHT :O .• '-"432�� ::-:........ .•.... ...•. O CB#3 0...... ..... Q........�...... ........ ' '' 74, 18 DI - -436.52' JBOX TO BE CULV NE �� ETAI CULVERT ❑ r FORD F. EX_.......: EMOVED 436.75 E R \\�/ " 437.31 12" CNC CULV NE - II r I li G Ek: HEDGE i CB#1 �2� . `L .-' O ........ .:..::.. POWER RELOCATED EX 16 D 0 .-' .' o : 3s o o ' ........... ..................... " .... CB#6 "WATER L .... VAULT 26 LF 18 SD ii .: ii -ii.... ;�/ �� ii .........- 2. 33% ' =412.67 II W IIII I WOOD , EX SIGN FENCE - -.O EX R W// / l '. 0 c WOOD O ii:-�- ii it .-- � FENCE // EX EX OFFSITE TREES TO 4 „_ I ii HOG PO RTION OF EX DITCH I I EX R W / TO BE RELOCATED w w w w w w ii \ 6,X6, /\IT\, „� >rA �T/\A I PROPOSED 1 0 I IVI 1N W Tnnl AI/\11\/r'NI TIIAT = �26 VIV IV\�� I LI I I rTn I I I WIRE FENCE GATE 18" D CULV SW I �I I A �,I.I 2 WATER I' - aN I - ;cc ;� ,�n� CB STD GRATE ii ' ii �i -- T nl I V �',,, .,�- 1",� CB STD GRATE RIM=416.74' 12" CNC IE NE=413.74' WATER RIM=416.82' PvL_L_IVInI \�cRnL.� I v\�� I c Bnv BE RETAINED (TYP) P� Tlr �, A T I/\ t I .' DTI I WOOD I T-, A A I I In A/\I I I ,Ln I IC' r n I Rl\rl S & C`E-Ir holy rlvn\nv „A_,� ,,,�T„ A P�, -, ;Gv^ ;,,_,,,-,,, FENCE A ,K, _, ;aa �„-^ ,�„ lvinhh+uvvl I rT '� '������" '_"' IV '\/��\/� '��� „ _,1� �,; aa;�_�2 �0 I CHAIN LINK GATE ni IV `lv =436.86' CULVERT ����������� �' ����I m I m I m TO BE REMOVED SEE CONTINUATION REMOVABLE WOODEN METER EX 12" CNC IE SE=413.39' METER 12" CNC IE SW=414.32' BOLLARD PER COR SIDEWALK 12" CNC IE SW=413.24' EX SIDEWALK ON SHEET 26 STD H021 (TYP) 445 DRAINAGE NOTES:HORIZONTAL- 445 RM DRAIN UNLESS SHALL BE LCFjE TED OTHERWISE.LL ON Sk -- - -- 440 Q- pE W A Sys 440 = - 9 o - z --26 .0 0 41� � -- o s T ER�� - s�oc 435 - - 435 NA I E _177 TO INSTI kLUkTION OF J - � 1/6/26 o0 CENT - -- - - 1 J E -- O 430 - 430 J v �4 - LX 16" 7 - 3 �� N of 5 425 - - 425 J - - -- W o - N � -Z M c w - Q 00 CA 420 - m Q N - - 420 lD - 8 6 „ " > - N m O NPE m V 80% (PUBLIWt 248" = - Y - SE > 415 415 __NG - r J--1900 SD J " o J = 410 410 EX C13#5 ' - R-436028 W-436007 S-436007 - _ - ' _ " __ __ " - - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS 405 IE=414.32 1 SW __ lvl•z­l )(EXISTING) IE=415.4 12 SE IE=414. (12" SW) kiz-- IE=416.25 (12" S ) DEVELOPMENT ENGINEERING n N C\ N N N O O� Oq � u7 7 7 7 %} IL Ip O) 0 N "' LO `� '� D 0 N "0 �0 "t n `� '� ' D N N N N N N N N N N ) r7 ) ) ) ) ) ) HBray 02/05/2026 J J J i T 2 T 49+80 50+00 51+00 52+00 53+00 WASTEWATER UTILITY WATER UTILITY 54+00 c } } jstowell 02/05/2026 JValdez 02/09/2026 ' CALL BEFORE YOU DIG: 0 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS SURVEYED: SCALE: H 1 "=20' 2 CITY REVIEW COMMENTS DATED 9 25 2025 ANG 1 5 25 TJS 1-800-424-5555 / / / / DESIGNED: RK V 1 "=5' vERn�L AD 1 1988 HORIZONTAL: NAD 19B3/2011 P U G ET D R S E PLAN CITY OF AND PROFILE DAB: 1 6 2026 / / FIELDBOOK: > BENCHMARK DRAWN: RENTON PAGE: 3 J DATUM TOP OF 3/8" BRASS PLUG SET IN CONCRETE FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 RK ONE INCH DATUM HARMONY RIDGE DRAWING NO: J 7 MONUMENT AT INTERSECTION OF PUGET DRIVE CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH CHECKED: AT FULL SCALE BJT NOT ONE INCH Planning/Building/Public Works Dept. ICHIJO USA TD CO.,, L) HORIZONTAL DATUM: NAD '83/'11 VERTICAL DATUM: NAVD '88 SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH N: 172240.27, E: 1304612.10 N: 171833.64, E: ST (JUNE 2022) (NAD 83/11) C 1305874.10 NO. REVISION BY DATE AP PR APPROVED:JS SCALE ACCORDINGLY , 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 28 OF:66 N Q N 6 , U N J Q Q Q co WE Lu �y (D N pN �0 �z zm 00 LU Loll om 0 W W 0 rr z 0 75 rr Q a U n 00 N U E 0 0 3 0 00 N N N / 00 m N N N O O CD N N a_ H Q) u- 11 \ SITE MAP KEY PLAN ON21411 NTS 0 10' 20' 40' SCALE: 1 "=20' ORIGINAL GROUNDLINE DITCH IS LOCATED I AT TOE OF FILL 2' NOTES: 1. DITCH SHALL BE GRASS LINED AND GRADED SMOOTH. 2. SEE 2016 KING COUNTY ROAD DESIGN AND CONSTRUCTION STANDARDS SPEC 7.02 PROPOSED GRASS LINED DRAINAGE SWALE NOT TO SCALE PUGET DR SE PLAN AND PROFILE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SAWCUT (TYP) I I 243 LF 12" SD (PUBLIC) I I EX 12" DI WATER LLJ ROLLING HILLS 590 (n I I PRESSURE ZONE ; ; L 4' I EX 16" CI WATER ROLLING HILLS 490 I I 9.3' I I �.7 PRESSURE ZONE I � I '---- I CB#4 I■ --- EX UNDERGROUND I TELEPHONE LINE (TYP) a 00 y 33 LF 12" I I SD (PUBLIC) i I o w� 440 435 430 425 420 415 410 405 WARNING EXISTING 16" OPL PETROLEUM PIPELINE. SEE POTHOLE NOTE ON THIS SHEET a � � O I EX UNDERGROUND _ POWER LINE (TYP) 12" CNC CULV SW 425.50' EX OFFSITE TREES TO BE RETAINED (TYP) 4 WOOD FENCE C B I" #3 n V\n v j n n I � L.n -., A I RAN O A pi"', /ivvi ll— 12v11 145 LF 12" 1150' SD (PUBLIC) I li O (I I jUI 1 1/ A A I /� Rn l n vR rri Lj LIr1 w jL I "I ON %.:90 0-1 :V-12 7 Ou 3 i i 12" CNC CULV NE I=424.83' EX 16" OPL EX DITCH PETROLEUM PIPELINE EX STREETLIGHT w o EXIST1NG GRADE— 0 SECTION w a w Ell EX ILL LINE -H EX o POWER EX " OPIL2 3 POWE 4 E 2-48" SOLID —STA=52+ . , 5.00' CKING LID (PUBLIE --MM=428. ING GRADE ECTION L Q0 Ib l 00 00 I� O N N N 17 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 PUGET DR SE C13#4 TO CB#3 SCALE: 1 "=20' H, 1 "=5' V RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR APPROVED: TJS DRAINAGE NOTES: 1. STORM DRAIN (SD) SHALL BE LCPE UNLESS NOTED OTHERWISE. 2. CLEANOUTS SHALL HAVE A MAXIMUM 100' SPACING. 3. PERFORATED STUB -OUT CONNECTION SHALL BE INSTALLED ON EACH LOT AT THE TIME OF HOUSE CONSTRUCTION PER DETAIL ON SHEET 30. NOTE: EXACT LOCATION AND NUMBER OF SIGNS TO BE CONFIRMED WITH CITY INSPECTOR PRIOR TO INSTALLATION OF ALL SIGNS (TYP). 440 HORIZONTAL UTILITY CROSSINGS NOTES: 1. CATCH BASIN GRATES TO BE STANDARD LOCKING VANED GRATES PER COR STD PLAN 204.20 UNLESS OTHERWISE SPECIFIED. 2. CATCH BASIN OFFSETS MEASURED TO CENTER OF GRATE. NOT CENTER OF STRUCTURE. 3. TYPE 1 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 200.00 AND TYPE 2 CATCH BASINS TO BE INSTALLED PER COR STD PLAN 201.00. 4. ALL STORM INFRASTRUCTURE IS PRIVATE UNLESS OTHERWISE NOTED. IE 16" EX GAS* = 420.22 IE EX POWER* = 425.08 T/P 12" SD = 417.25 T/P 12" SD = 417.22 IE EX TELECOM* = 425.47 IE EX POWER* = 421.02 T/P 12" SD = 417.23 T/P 12" SD = 417.20 *EXISTING UTILITIES POTHOLED AND EXACT ELEVATION VERIFIED 10/22/2025 BY BARGHAUSEN CONSULTING ENGINEERS, LLC. 0 10' 20' 40' SCALE: 1 "=20' VERTICAL 435 0 2.5' 5' 10' SCALE: 1 "=5' 430 425 420 415 410 405 SCALE: H 1 "=20' V 1 "=5' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAl Ill 19W HORIZONTAL: NAD 1983/2011 DATU M CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. KEYNOTE ZLCONTRACTOR SHALL POTHOLE EXISTING UTILITIES TO CONSTRUCTION AND VERIFY EXACT ELEVATION. CONTACT ENGINEER IF CONFLICT EXISTS. CAUTION: PETROLEUM PIPELINES CONTACT OLYMPIC PIPELINE CO. (OPL) A MINIMUM OF 48 HOURS PRIOR TO EXCAVATION WITHIN 25-FT OF OPL FACILITIES. OPL PERSONNEL SHALL BE ONSITE AS REQUIRED DURING CONSTRUCTION. BP FIELD REPRESENTATIVE GARY GOMEZ (206) 510-0575 ON S k Q- OF W A S,91 � o z 1002410 �� /DNA LT 1/6/26 J O J v � C � � 7 � � t . _ C Z3 .0 i W C4 M C Q 00 N is -0O1fV cQr4 i C Ln a-+ f V cMv W rO, V a) Y N r R-436029 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N O O LO N u N J O O O O C'C N Ir r�7 HBray 02/05/202600 W 04 PUGET DR SE PLAN AND PROFILE HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 004 CV r Z DATE: 1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO: LU Q ci SHEET: 29 GF: 66 = m 4S, ROAD AND DRAINAGE NOTES AND DETAILS FOR 0 w l/Uj V 0 `r z 00 75 rr 2 I I I I X G 1 ■ 0 6 U Cn Q Ln N CD N N 0) E s7 3 I� 00 rn N N N 0) / 00 N N N CD CD CD N LEI N H Q) a rT Doc�S,gn Envelope ID:3B1B3403.7EOA-476C-AD83-4329FFEOC108 LOT LINE TYP. 6' DIA MIN ROOF DRAIN 5' MIN STUB WITH CLEANOUT ITYP.) tTYP ) HOUSE ITYPI I - N PRIVATE TYPE 1 CATCH BASIN I I - PRIVATE ROOF DRAIN COLLECTOR PIPE: 6' DIA MIN , 051%MN. SLOPE. 2 FT MIN COVER i I PRIVATE JOIN SD S[ UTILITY EASEMENT CURB, SIDEWALK CITY STORM DRAIN SYSTEM �� 5.MIN WIDTH (SDI R.O.W. LINE PRIVATE STORM DRAIN (SDI SYSTEM, e• MIN DIA. PIPE. SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CBI. MN. SIZE TYPE 1 CLEANOUT, TYP AT EVERY 90'. OR 2ND 45' BEND, AND AT IW MAX. SPACING ON STRAIGHT SECTIONS - NOTES: 1 SEE STD. PLANS 220 OD AND 220 10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS 2 THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3 FLOW PATTERN SHOULD BE TO THE NEAREST CO IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4 ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW 5 PVC PIPE MUST BE SDR 35 OR THICKER AND MELT THE REQUIREMENTS OF ASTM 03034 6 PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR 7 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS 8 AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS A THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10' OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE. B THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE I NIS) STD. PLAN - 225.00 VRIPUBLIC WORKS TYPICAL PRIVATE STORM DRAIN �°� y: DEPARTMENT COLLECTION SYSTEM[Martin Pastucha 8/13/20 I a1rzpsw 0 DATE DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA CONFIGURATION ON. SLOPING GROUND DOWNSPOUT'MTN CLEANOUT FILTER. SEE DETAIL I CLEANOUT PER STD. PLAN 228.00 ID MN LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 MIN. ti MIN }�) tr I CLEANOUT PER STD. PLAN 226.D0 TO STORM DRAIN SYSTEM - - - - - - - - - - - - - FOOTING DRAIN BYPASS I I 5 MIN. 6' MAIL CLEANOUT PER PDOWNSPOLETWIIN STD, PLAN 226,00 TO STORM DRAIN SYSTEM CLEANOUT 19 MIN, LEVEL TRENCH WITH ,SEE DETAIL ' PERFORATED PIPE. SEE NOTE 1 - - - - - - - - - - - - - - - - - U CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION 6' DIA MIN. ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC, SPECIFICATIONS SECTION 9.33.2111 TABLE 3 SOFT 35 PER ASTM =34 SOLIDS/ i �MMIN .��`. i ` LEAVES i �� �. FILTER SCREEN 18' MIN. � Y4" - 1 11T WASHED DRAIN ROCK OR GRAVEL SACKFILL FOR < 1\ DRYWELLS PER WSDOT STD. SPECIFICATION SECTION 9-D3.12(5) +J 2.�, � GROUND MIN TF TYPICAL DOWNSPOUT UNDISTURBED NATIVE SOIL MIN V ABOVE SEASONAL HIGH FILTER DETAIL GROUNDWATER TABLE SECTION A NOTES: I. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY S,DDO SF OF CONTRIBUTING IMPERVIOUS SURFACE. OR 35.ODO SF OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. GENERAL NOTES: 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT. 2 IMPERVIOUS AREAS LARGER THAN 10.000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,D00 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER, 3 THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25% 4 SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS UNLESS OTHERWISE NOTED. DRAWING tS NOT TO SCALE I NI, STD. PLAN - 263.40 PUBLIC WORKS PERFORATED STUB -OUT P DEPARTMENT CONNECTION Martin Pastucha 11/2/ 2( ,a•DBBBMI7D_.. DATE I8 HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 3B1B34D3-7EOA476C-ADB3-4329FFEOC108 THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE AWED AFTER THE SURFACE WATER STANDARD PLAN NOTES 1 8EFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR 2 THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE- AND FEDERAL PERMITS PRIOR TO CONSTRUCTION 3 ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDMI, RENTON MUNICIPAL CODE (RMC). AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WS DOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWAF IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST 11- THE CITY 4 APPROVAL OF THE ROAD. GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (EG. WATER, SEWER. GAS. ELECTRICAL ETC 1PLANS FOR STRUCTURES SUCH AS BRIDGES. VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. e THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. I VERTICAL DATUM SHALL BE NAVO 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE NORTH). UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS, 8 ALL UTILITY TRENCH BACKFILL AND ROADWAY SUSGRADE SHALL BE COMPACTED T095% MAXIMUM DRY DENSITY PER SECTION 2.03.31141) -COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS, IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALLL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SMALL BE RESTORED N ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10 ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11 ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR 70, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY 12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 50 THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220 00, 220.10. AND 22020 13 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2, OR 5 INSIDE AND OUTSIDE. t4 ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10. 204.20. 204.30. 2(M.40, AND 26/.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY. • ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURWGUTTER LINE • ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15 BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4 1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWOM 6 LIDS OF MANHOLESlCATCH BASINS WITHIN PUBLIC RIGHT-OF.WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHCX F'-ATcr+ RRAIN RmiS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN 17 ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3.1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SALE STD. PLAN - 267.00 .a* PUBLIC WORKS SURFACE WATER STANDARD PLAN •�ROOM :Pastuch 5�. DEPARTMENT NOTES (1 OF 2) artin a8/13/2020 64iii6D0a844aD DATE DocuSign Envelope ID: 3B 1 B34D3-7EOA-476C-AD83-4329FFEOC 108 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES 18 ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES. WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE 11) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS. • 4.8 INCH ROCK / 40. 70W PASSING, • 2-4INCH ROCK 130-40% PASSING, AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19 FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMP5 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED •STORM' OR'DRAM SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21, ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION 22. ALL NEWLY414STALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266 00 CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANDPOR PAVEMENT 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04 311) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED 24 FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED. LANDSCAPED. ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00 25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILrTY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION 26. ADEQUATE SAFEGUARDS. SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAT E I1_II THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED- ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY 27 PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 96 OF THE RENTON SWUM AND AQUIFER PROTECTION REGULATIONS (RMC 4.3.050) 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINIMANHOLE LIDS, CLEAIOUTS. INLETS. ETC.) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS OF STREET TRAVEL LANES, SINE LANES. SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NONSKID LID PER ADA REQUIREMENTS 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT, 3D. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TESTIS NOT CONCLUSIVE THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G„ PARKING AREAS). TESTING OBSERVATION MAYBE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USIN, ASTM CI781. 1eILLSS OTHERWISE NOTED, DRAWING IS NOT TO SCALE STD. PLAN - 267.10 PUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) Aarti n Pastuchi/13/2020 'A'�4•d'4"fib"a/■4490 DATE 1 CITY REVIEW COMMENTS DATED 6, 2 CITY REVIEW COMMENTS DATED 9, 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) N0. REVISION NAD '83/' 11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 18:4E 8:48 FACE OF CURB 8 III s 12 1- 1'2•R _ - - 1111 124 1 TOP OF m I; R. ROADWAY 1 _ J I c1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB ti 112' - -- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 124 TOP OF 12'H. ROADWAY r � I �1 DEPRESSED CURB SECTION AT SIDEWALK RAE,IPS CLNIENTCONLA,Lrc t12'R I-RSIDEWALK RI,` rl VARIES OR LANDING FROM 16"TOO 1 6" 1l8" PRELIOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB -612'SEE DEPRESSED CURB DETAIL THIS SHEET r24TOP OF /_IT12'R. ROADWAY 7 1 to DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STO PLAN 1D4 2 FACE OF CURB 6 12'_51/7 _12-H 1•R. i FACE OF ADJACENT CURB 1 1'TOP OF ROADWAY J�-r GUTTER SURFACEr0 - - PREMOLDEO JOINT FILLER E FULL -DEPTH 1. R, 111 B 1/4' EXPANSION JOINT \ 1" R CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES 1 See standard plans 102 and 101.1 for mite expansion and oontractlon Iolnt spa=g 2- E w-v n faint shall be full depth, 3/S- Lin.) premelded Joint filler. 3. For Depressed MonaRn¢ Onmway Curb 8 Gutter Sepgn, sell Slargard Pion 104.2 PUBLIC WORKS STD. PLAN - 101 DEPARTMENT CEMENT CONCRETE CURBS LANE LINE VARIES: 4.5' MIN. MARKING SAWCUT AFTER BACKFILL �- DEPTH OF EXISTING PAVEMENT 2" - 6" HMA (SEE NOTE 2) 1' 1' E OF PAVEMENT, EDGE OF CURB EI GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 0 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING. IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)8 L • FOR STORM AND WATER PIPE, PER STD PLAN 220.0 �I • FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A p4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, dE INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL �" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB dE GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB do GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIOEWALK RAMP, THE DPIVEWAY OR SIDFWALR RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. STD. PLAN - 110.1 PUBLIC WORKS TYPICAL LONGITUDINAL PATCH DEPARTMENT FOR FLEXIBLE PAVEMENT OR 1 0 '/45`1 % RIGID PAVEMENT WITH OVERLAY RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED BJT BY DATE APPR APPROVED' TJS SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL: NAVD 19W HORIZONTAL: NAD 1983/2011 DATU M 13" 28 1/2" TYPE I (FRONT VIEW) O 12 7/8" -3 28 1/4" M 28 1/2'-' 12 7/8" -3 28 1/4" TYPE II (FRONT VIEW) 12 17 5/8"� Notes: 11w r,Xrr 1 �n 11X"� 12 5/8"- 1 7"PEDESTAL GENERAL NOTES: 1) Certified by U.S.P.S. to all 1. CONCRETE SHALL HAVE A performance specifications of COMPRESSIVE STRENGTH OF 16 3/ U.S.P.S.-B-1118-E, Cluster 3,000 PSI 0 28 DAYS, Box Unit (CBU) CONTAIN 4% MIN. - 6% MAX. 2) Constructed of stainless AIR ENTRAINMENT AND BE steel, aluminum, and corrosion PLACED WITH A 3 1/2" - 4 B »C" resistant components 1/2" SLUMP IN ACCORDANCE 3) Parcel components WITH ACI 301. prepared for U.S.P.S., provided 2. REINFORCING STEEL RODS "A" "D" 306P lock. D SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL 5' CLEAR WIDTH CONFORM TO ASTM A193. B8M (316) STAINLESS STEEL. 2.00' »Y+> 4-1/2" DIA. -ANCHOR BOLTS BUTYL RUBBER PAD 2'75 MATCH EXISTING CEMENT CONCRETE CURB GRADE IN PAVED AND GUTTER PER ARFA STANDARDS °14 °14„ „Z;° 4 4RODS ON ,_ :� )2 •1%2" • Q a O.C. MAXIMUM. EACH WAY 3.5' X 3.5' X THICK MAILBOX 5" THICK CEMENT FOUNDATION _ CONCRETE SIDEWALK N-) PERSTANDARDS OPTIONAL COMPACT GRAVEL OF CRUSHED STONE (OMIT (SIDE VIEW) FIRM UNDISTURBED 3 NP SOIL OR WELL WHERE SOLID ROCK COMPACTED SOIL OCCURS) UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17" TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" 10" 4" 9 5/8" 31 " 8 1 /2" 10" 4" 9 5/8" MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. Ilan�_l nX>r "31" 12 5/8" 31" PEDESTAL O N 3 k Q- OF WAS/// o z 100 4�0 s/DNA L ENG 1/6/26 • U O j v Yll L IC � 4) 7 • :3 O C II� V , � i W (V � M IIIQ i 000N 0) N Q L LO 4-' r LO N cMa 0 W U Y N E- R-436030 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c IL N N O '('^^ L J N ME O O O I co rev HBray 02/05/2026 00 W N ROAD AND DRAINAGE NOTES AND DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N 0 N rr0 Z DATE: 1/6/2026 z 00 FiELDBOOK: 0 O PAGE: DRAWING NO: a� SHEET: ^ O OF: 66 = W o ROAD AND DRAINAGE NOTES AND DETAILS co FOR HARMONY RIDGE �Lu A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 �WIj V 0 `r Z 00 75 rr 2 0 ram►' Q) 6 U Q Ln N CD N N Q) E Q) IT 3 7 Do m N N L"I IZD Q) 00 N N N CD CD CD N N a_ H Q) a fT t . r. a•, s-. 1r. oR za- ONE 93 BAR HOOP FOR 6• HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE / RECTANGULAR ADJUSTMENT SECTION 6 PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 12,CONCRETE ALL METAL PIPE 15- CPSSP•, STO. SPEC.9-05.20 12' SOLID WALL PVC. SPEC. 9-05.12(1) is*STD. PROFILE WALL PVC, STD. SPEC. 9.05.12(2) 15' • CORRUGATED POLYETHYLENE STORM SEWER PIPE SFF7 NOTES: �HOtE Fq 1, AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.1E SQUARE INCHES PER FOOT SHALL BE USED WITH / THE MINIMUM REQUIRED REBAR SHOWN IN THE / I ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIE TO THE REBAR SHOWN IN THEIRADJUSTMENT SECTION, WIRE MESH r1 %R L ACH CORNER I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED Z I ? 2 THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS / I J / OF 2' MINIMUM TO 2 5" MAXIMUM PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, 1 / FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH #3 BAR EACH SIDE - `Y STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL BE 5 FEET. #3 BAR EACH WAY 4, THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN PRECAST BASE SECTION S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED 03 BAR HOOP FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER- 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION. T ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR 43 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH CORNER 18' MIN. STANDARD SPEDI ICATION 9-20 3(2) 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9.04,3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS, 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE + REMAIN VIBIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE(W% STD. PLAN - 200.00 URIPUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 I J4rI DocuSign Envelope ID6EECF586-602A-4E4A-B436-A317AA638878 fEBL� 29 114• BOLT -DOWN HOLE (TYP.) - S18'. 11 NC, SEE DETAIL AND NOTE 2 0 TOP RECESSED ALLEN HEAD CAP SCREW 5/8'•11 NCxr III OMTE I FRANE SECTION BOLT -DOWN DETAIL SEE NOTE 2 24 1 N• I SECTION A SEE DETAIL ISOMETRIC VIEW / 71B 1l8' 11N \1 NOTES: V THIS FRAME IS DESIGNED TO ACCOMMODATE 20" • 24" GRATES OR COVERS, 4112, SEE STANDARD PLANS 204.10, 204 ". 204.30, AND 204AO I 1 59 I 2 BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND PROVIDE COVER , UNLESS OTHERWISE HOLES IN TH I 1 5W / FRAME THAT ARE VERTICALLY ALIGNIED WITH THE GRA FIED E OR COVER SLOTS. THE FRAME SHALL ACCEPT THE SB'-11 NC x 2" ALLEN HEAD CAP SCREW BY \ 374' / BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF \ / BOLT -DOWN HOLES VARIES BY MANUFACTURER. \ �►- 2 12' -�•I 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL �. DETAIL REQUIREMENTS. UNLESS OTHER WISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS DEPARTMENT RECTANGULAR FRAME STD. PLAN - 204.00 D 9/28/2018 l GAZ Dart 45 Al :45 AN CATCH BASIN FRAME AND VANED GRATE PERSTD PLAN 2D4.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX) MORTAR, (TYP I, SEE NOTE 5 4'MIN. 29' MAX 18• MAX. FLAT SLAB TOP 48', W. 60', 72", 84•. W. 120' OR 144' SEE NOTE 6. TYP. 15 MAX FOR MAINTENANCE 7 STEPS OR -' • " LADDER L 12'(TVP,) �o L i 1'MIN. 'O' RING 24' 2S' MAX. -` REINFORCING STEEL (TYP.) MIN, 12" MAX ' 12' GRAVEL BACKFILL FOR PIPE ZONE 1Z. BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: i. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4* OR LESS, 2, THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL 14AE A WALL THICKNESS OF 2' MINIMUM TO 2.5' MAXIMUM- PROVIDE A IS'MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS. RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9104.3 a. WHEN CONNECTING TO A NEW PIPE. USE A FLEXIBLE CONNECTOR (KOR-N•SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE - 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURERS DIRECTIONS. 8 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETIONVRI PUBLIC WORKS DEPARTMENT CATCH BASIN DIMENSIONS CATCH SABIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUTSIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48' 4' e' 36' 81 54" 4.5' r 42' 8' 50' S' B- 48' a- 72• S" 8' 60' 12" 84" 8- 12` 72' iz Se' a' 12" 84' 12" 120' 1G" IT 96" 12" 14a' 12" 12- 108' 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP I SOLID WALL PVC PROFILE WALL PVC 48" 24" 1.1.1.30" 54' 1. 30" 36" 38^ 60' 36' 42^ 36" 42' 42" 72, 42" 54' 42` 48` 4r Bl" 54" 60' I" d1" 41' 96' 60^ 72" BD' 48" AS" 120' 66' 1 84' 1 60- 48- 48' 144' 78" 96' 1 50" 40" 40" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) ' STD. SPEC, 9-05 12(1) 'STD. SPEC. 9-05 12(2) CATCH BASIN TYPE 2 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 24 n 2 1f2' DIA HOLE 20- A a �ppp O O O Q 4pQ��OpC'�� o�o���oQo OQa4 pa�0 TOP m ISOMETRIC UNLESS OTHERWISE NOTED, DRAWING 15 NOTED SCALE (NTS) STD. PLAN - 201.00 GAZ 9/28/2018 l DATE I I I I I H2' BOLT -DOWN SLOT, I.• SEE DETAIL AND NOTE I 1 illy I I I I BOLT-0OWN SLOT DETAIL �_ SEE NOTE ___j r3' R26•- SEE NOTE 2 19N' I / 12' L T SECTION B 1 518` MAX T 113T. SEE NOTE 2 SECTION A 5. NOTES: 3112' 314' 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND COVERS. UNLESS OTHERWISE SPECIFIED. y8- PROVDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SMALL ACCEPT THE 5/8'-11 NC x r ALLEN HEAD GAP SCREW BY BEING TAPPED. OR OTHER II` 14' OIA. MOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 112' DIA HANDLE 1 12' 2 ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN SECTION C LIEU OF THE RIB DESIGN, 3 REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL REQUIREMENTS. 4 FOR FRAME DETAILS. SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 PUBLIC WORKS E RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 I DEPARTMENT BENCHMARK DATUM TOP OF 3/8N 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 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION :45 AI :45 AN CLEAN SURFACE AND BOTTOM AREA I / PROVIDE UNIFORM CONTACT. THE SURFACE\IIV// AREA OF THE BASE SECTION MUST BE MORTARED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION ADJUSTMENT SECTION Immmmrmmmmm I I I I I I l/ > BASE SECTION NOTES: 1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE I N ACCORDANCE WITH WSDOTIAPWA STANDARD SPECIFICATION 7-05-3. 2 SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y,, BOND, 5 BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WETH MORTAR 6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-04.3 7. PICK! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD SPECIFICATION 9-20.3(2). 8 MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 9, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. UNLESS OTHERWISE NOTED, DRAWING IS NOTED SCALE (NTS) STD. PLAN - 202.00 VRIPUBLIC WORKS PRo DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/218 7.AT77 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 L� FLDW Z MIX, 'off �II IIT� 1 LL 3 � I OUTFALL TO STREAM OUNP NO POLLUTANTS `BOLT -DOWN SLOT. SEE DETAIL AND NOTE I _ 141 iN' II 1 TI BOLT -DOWN SLOT DETAIL SEE NOTE 1 TOP /\ 318• RECESSED LETTERING ISOMETRIC 24- 7 OR 8 EQUAL SPACES 1T DIRECTION FLOW 1 518' MAX J NOTES: 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 518'-11 NC x 2• ALLEN HEAD CAP SCREW BY BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS 3. FOR FRAME DETAILS. SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.20 PUBLIC WORKS DEPARTMENT RECTANGULAR VANED GRATE P"0 GAZ 9/28/2018 I DATE RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: TJS :45 A DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CURB OR CURB AND GUTTER MATCH TOP OF HOOD TO TOP OF CURB (TYP 1 HOOD ISOMETRIC VIEW CATCH BASIN 4r_ GRATE rL 3' 7• SEE DETAIL BELOW / -3,r (WIDE SIDE) ) ` CATCH BASIN TYPE 1 \-W(WIDE SIDE) CATCH BASIN TYPE 1L I SEE NOTE 1 SECTION A HOOD 112" N SEE NOTE: F-i 29' MIN. 4' MIN. (TYP I 20 1!4' DO NOT INSTALL SAFETY BAR I DEBRIS GUARD 1 tl2' MIN. 20"x 24 VANED GRATE SEE NOTE 4 F () SEE NOTE 2 Y9. (TYP_) 24 114` MIN, HOLE OR SLOT FOR ATTACHING HOOD - TOP VIEW FRAME DETAIL NOTES: i. THE INLET REQUIRES THE PRECAST CATCH BASIN TO BE ROTATED 90 DEGREES SO THAT THE NARROW SIDE IS PARALLEL TO THE CURB. WHEN CALCULATING OFFSETS FROM THE CURB TO CENTERUNE OF THE PRECAST CATCH BASIN, PLEASE NOTE THAT THE CENTERLINE OF THE GRATE IS NOT THE CENTERUNE OF THE PRECAST CATCH BASIN 2. THE DIMENSIONS OF THE FRAME AND HOOD MAY VARY SLIGHTLY AMONG DIFFERENT MANUFACTURERS HOOD UNITS SHALL MOUNT OUTSIDE OF THE FRAME, THE HOOD MAY INCLUDE CASTING LUGS THE TOP OF THE HOOD MAY BE CAST WITH A PATTERN. SAFETY BARS ARE NOT ALLOWED ON THE HOOD. 3. ATTACH THE HOOD TO THE FRAME WITH TWO 314" • 2' HEX HEAD BOLTS, NUTS, AND OVERSIZE WASHERS. THE WASHERS SHALL HAVE DIAMETERS ADEQUATE TO ASSURE FULL BEARING ACROSS THE SLOTS. 4. FOR BOLT -DOWN GRATES, PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY AUGNED WITH THE GRATE SLOTS. TAP EACH HOLE TO ACCEPT A 516" • - 11 NC • z ALLEN HEAD CAP SCREW. LOCATION OF BOLT -DOWN HOLES VARIES AMONG DIFFERENT MANUFACTURERS. SEE BOLT- DOWN DETAIL S. ONLY DUCTILE IRON VANED GRATES SHALL BE USED. SEE STANDARD PLANS 2G4.20 AND 204.30, 6. THIS PLAN IS INTENDED TO SHOW THE INSTALLATION DETAILS OF A MANUFACTURED PRODUCT. IT IS NOT THE INTENT OF THIS PLAN TO SHOW THE SPECIFIC DETAILS NECESSARY TO FABRICATE THE CASTINGS SHOWN ON THIS DRAWING. FRAME DETAIL SECTION A UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NIS) STD. PLAN - 203.00 PUBLIC WORKS OPEN CURB FACE FRAME AND GRATE P ° DEPARTMENT INSTALLATION GAZ 9/28/2018 I DATI DocuSign Envelope ID' 6EECF586-602A-4E4A-B436-A317AA638878 41 R W 41- DD -J- Ll KE =01 WTFALL TO STREAM DUMP MO POLLUTANTS I 1R' BOLT -DOWN SLOT, SEE DETAIL AND 14' NOTE 1 l OT do BOLT -DOWN SLOT DETAIL TOP m 18' RECESSED LETTERING t• ��� 5• 5' 5" ISOMETRIC 20^ 5` s" 24• fT-= d EQUAL SPACES 4 EQUAL SPACES �I 3" SEE NOTE 1 1 518• MAX_ J SECTION A SECTION B NOTES: 1. SCLT-DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS. UNLESS OTHERWISE SPECIFIED- PROVIDE TWO HOLES IN THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE SN"-11 NC x 2' ALLEN HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. 2. REFER TO STANDARD SPECIFICATION a-05.15(2) FOR ADDITIONAL REQUIREMENTS 3 USE ONLY IN SAGS ON VERTICAL CURVES 4. FOR FRAME DETAILS. SEE STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.30 URI PUBLIC DEPARTMENTOKS RECTANGULAR BI-DIRECTIONAL PGA 9/28/2018 I VANED GRATE DATE :45 AN :45 AP O N S k Q- OF Al W A S,y,1 /11` Q I � O Z 100 41 s/DNA L F-N� 1/6/26 J u i E- � t m if i W �N N M C Q 00 C4 is c: < +T fV cMa V O W r- or-0r Y N R-436031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING c 7 �J �-i N J co O O O co ra 45 AN CA BEFORE YO DIG• HBray 02/05/2026 W N � N LL U 0 N 1-800-424-5555 pC O Z Ste: DATE: N/A HORIZZOONnTAL: NAD 1983/2011 ROAD AND DRAINAGE 1 /6/2026 z m CITY OF NOTES AND DETAILS 0 O-) FIELDBOOK: RENTON PAGE: ONE INCH DATUM ® HARMONY RIDGE DRAWING N0: u HARMONY RIDGEL Ir LB AT FULL SCALE Planning/Building/Public Works Dept. ICH IJO USA, CO., LTD IF NOT ONE INCH SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE Er' 31 OF 66 = pp ROAD AND DRAINAGE NOTES AND DETAILS FOR 0 w rW V 0 rr Z 5 O ��75■ LL 2 Q) 0J X IY Q N U Q LIj 0 Ln CV CD N N 00 rn N N N C C 00 N N N rn CD CD O N a_ a i_L DocuSign Envelope ID. 3B1B34D3-7EOA-476C-AD83-4329FFEOC108 12' LETTERING r BOLT HOLES - 3 PLACES EQUALLY SPACED 127 APART ON 23 1116' DIA B.0 RENTO �e a a,rr I I ) 1' DIA. PICKHOLE at eY VIFw 1 t'4'IETTERING �2F DIAL 3W"W I- (TYP.) COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC- (ALLEN HEAD) Sr8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 11T DIA. 2S 1f4• DIA 1u' DIA NEOPRENE GASKET iJa• 1 1n6' E11116' 61• ve• Rt/6' �. 23 3W OU CL OPEN GASKET GROOVE DETAIL 27 G'1S' DIA. 3E IV DIA. FRAME SECTION VIEW NOTES: 1 ALL COVERS SHALL BE LOCKING LID PER EJ No 3717C1 OR APPROVED EQUAL STD. PLAN - 204.50 • PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT (PUBLIC) lartin PaStuCha8/13/2020 • ,AMF92!!P:HV DATE - CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) CEMENT DEPRESSED MONOLITHIC CONCRETE CURB & GUTTER SIDEWALK - • (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (COMMERCIAL. WITH BUFFER) 18:48 FACE OF CURB SEE© SEE DEPRESSED CURB DETAIL CONTRACTION JOINT 6 1I1' ON THIS SHEET 1. WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A STDPLAN 102 512. L, FULL DEPTH EXPANSION JOINT WITH 318' JOINT FILLER b 1m R TOP OF ALONG THE DRIVEWAY LANE LINES (SEE STD. PLAN 102). CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE ROADWAY CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN - DRIVEWAY WIDTHS EXCEED30'. 4., •- ,� 2. SEE STD. PLAN 102 FOR SIDEWALK DETAILS. 1r • ' ' . -' 3. CURB AND GUTTER SHOWN. OTHER CURB DESIGNS MAY BE SPECIFIED. SEE STD. PLAN 101 FOR CURB DETAILS. t• 6' T-6" 4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) NOTE DRIVEWAY LONGITUDINAL EXPANSION TITLE IV DEVELOPMENT REGULATIONS JOINTS SHALL BE FULL DEPTH CHAPTER 6 STREET AND UTILITY STANDARDS DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS= RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER CITY-WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-4-ON PARKING, LOADING AND DRIVEWAY REGULATIONS FACE OF ADJACENT CURB �1I 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. P 1"R. UTTER SURFACE A 6. FIXED OBJECTS INCLUDING STREET TREES AND STREET P . LIGHT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 i" P FEET FROM THE DRIVEWAY EDGE. e • Y -• e. C V .• 7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE • p° e NOTE 10). THE EXPANSION JOINTS (SEE STD. PLAN 102) P ' SHALL BE SPACED AS SHOWN IN THE CORRESPONDING DEPRESSED CURB DETAIL ISOMETRIC VIEW. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 8. SLOPES SHALL COMPLY WITH THE REVISED DRAFT Ddveway Example: TYPE C1 B GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY JULY 26. 2011 Re Resldendal. C=Commercial Number of Lanes. 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE (MAXW4 Lane Commercial) APPROVED ON A CASE -BY -CASE BASIS. B-Buffer (Planting Strip), Blank -No Buffer CEMENT CONCRETE DRIVEWAY O STD. PLAN - 104.2 `�^ PUBLIC WORKS ENTRANCES - NOTES AND DETAILS APPROVED: DEPARTMENT A DATE HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID 3B1B34D3-7EOA476C-AD83-4329FFEOC108 1� 3W FLAT FACE GOTHIC ❑ 0 DIA { 013 STORM O 4' 0(300 T �( &13116'DIA �I GD II 1 &116' DIA A1213rB'-t8 SS SOCKET HEAD CAPV-115' DIA 518' 1',i,uLr. VI':nr•U.E SCREW LLENWAD)Wt SHRS NADIA R PLAN VIEW FRAME SECTION COVER SECTION DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CAST IRON FRAME AND PAVED AREA 1TYP 1 COVER, SEE NOTE 3 '2• 1 2- EXTEND CLEANOUT 2` ABOVE DESIGN POFOLDING ELEVATION OR PER PLAN FERNCO GASKETED J. DESIGN FOLDING OUIK CAP OR SIMILAR ELEVATION 4'R SDOBEDCOBBLES 6' CLA6S `B' PER WSDOT f3-03.11(2) ASPHALT. SEE NOTE C COMPACTED SANG OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03 12(41 p CLEANOUT RISER, SEE NOTE 2 CLEANOUT RISER SOIL TIGHT 4S SEND SEE NOTE 2 -� WYE SOIL TIGHT COUPLER UNDERDRAIN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR _ _ _ PIPE SEE NOTE 1 � CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA ry TO OVERFLOW STRUCTURE OR - - - - -.. _- - STORM MAIN MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION NOTES: I DIAMETER TO BE &INCHES MINIMUM PRIVATE. &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD PLAN 762.10 2 CLEANOW RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR. OR ROOF DRAIN COLLECTOR PIPE 3. FRAME AND COVER SHALL BE EJ PRODUCTS 367SZlPT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED'STORW OR "DRAIN' 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION FORDING AREA. POUR 6' THICK 2112' SQUARE CONCRETE COLLAR AROUND FRAME CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 PSI. GENERAL NOTES- I CLEANOUTS FOR UNDERDRAIN. FOOTING ORAIN COLLECTOR. AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET. AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRVCTUftE. OLENIOEJTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2 ALL FITTINGS SHALL BE SOIL TIGHT. 3 CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE 4 CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE INTSI STD. PLAN - 226.00 • PUBLIC WORKS STORM SYSTEM CLEANOUT B.D Y' 8/13/20 0 DEPARTMENT artin Pastucha '1BAS'.�'fft "01) DATE 80 OEM tINCLUDES SIDEWALK RAIUPS 6'MIN VARIES (SEE NOTE?) 6'MIN IEEE NOTE B) (SEE NOTES) DRIVEW10 AY REQUIRED PAVED QUIRED JB' EXPANSIO1.10NT (TIN I CEMENT (SEE STO PLAN 102) CONCRETE LIDEENT L U a w � m � C RUCTION JOINT SEE NOTE 1 CEMENT CONCRETE RAMP WITH 12H:IV DRIVEWAY SLOPE ITYP.1 B APPeOAr]t CURB 6 GUTTER (SEE NOTE 3) M' CONTRACTION JOINT (TYP 1 (SEE STD. PLAN 102) PLAN VIEW SIDE WALK SHALL REMAIN AT A CONSISTENT SLOPE WITH AWACENT SIDEWALK PROVIDED TI TAT THEMAX CRASS VARIES LF• SLOPE ON THE DRIVEWAY APPROACH IS NOT EXCEEDED )SEE NOTE 10) OTHERWISE. SLOPE SHALL BE?.Yt.IAX SEE NOTE 8;1mI d'CRVSHED SUFACENG TOP COARSE CMN (TYP.) CEMENT CONCRETE fCSTLIC0tAPACTEDTo95%LIODKIED 0'MIN SIDEWALK PROCTOR (UNLESS REQUIREMENT 3!e' E%PANSION JOLT ITYP.I WAIVED BY ENGINEER) TYPICAL IAmER fSEE STD- PLAN 1021 ALL DRIVEWAYENTRANCE DEPRESSED CURB 8 CAITIER- ISEE NONE SI SECTION O 10' R (TYP I &DEwAIK WIDTH 10%DIFFERENCE IN SLOPE MAK DRIVEWAY W POSITIVE SLOPE (SLOPE SHOWN EXAGGERATED) 13% 151E ..?..: .' DRIVEYAY tl'NIN cFw' P \\{ DRIVEWAY W(REIATIVE �'• P A,• I BE ONO NEGATIVE SLOPE SLO f SHOWN EXAGGE TEDI I 1 1\ / z SEE NOTE CEMENT CONCHE IE SIDEWALK TYPE R1B - ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) CEMENT CONCRETE CURB a GUFTER (SEE NOTE 3) CEMENT CONCRETE DRIVEWAY PUBLIC WORKS ENTRANCE - TYPE RIB DEPARTMENT BENCHMARK DATUM TOP OF 3/8N 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 1 8: FOR NOTES STD. PLAN 104.2 1ZTn DT AM - I OA Q DATE 1 1 CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED PLANT]NGBEDSNNDISTURSED UNDISTURBED TURF(LAWNI AREAS. VEGETATION, SEE NOTE 1 SEE NOTE 1 UNDISTURBED GRASS: SEED OR SOD NATIVE VEGETATION 0" UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL Y :::,�. . y-... OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN)AREAS 3"i' ARBORISTWOOD CHIP MULCH, TT I [L•//��/� •/� jig SEE STD. PLAN 282.60 I Y/ /��// //ii/%4 �. GRASS: SEED OR SOD 0` 3`OF COMPOST INCORPORATED INTO 5' OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5' FOR A SETTLED DEPTH OF 6') 1 75' OF COMPOST INCORPORATED INTO i.25' OF SITE SOIL (TOTAL AMENDED DEPTH 1F 9.5', FOR A SETTLED DEPTH OF 6-) 1'v SU8501L SCARIFIED 4' BELOW SUBSOIL SCARIFIED 4' BELOW �� = �;,( COMPOST AMENDED LAYER COMPOST AMENDED LAYER -•4. :I_ (12' BELOW SOIL SURFACE) (12-BELOW SOIL SURFACE) / T 12 OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF I I.AWNI AREAS J" 4' ARBORIST I�// WOOD CHIP % GRASS: SEED OR SOD MULCH. SEE STD. / PLAN 262 80 I - 1 I'- i=1 I- 11- I= I NOTES: 1- AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6"IMPORTED 6"IMPORTED TOPSOIL MIX TOPSOIL MIX GENERAL NOTES: 'COMPACTED (COMPACTED DEPTH) 6, DEPTH) 1 TO MEASURE SETTLED DEPTH, WATER SOIL - SUFFICIENTLY TO FULLY SATURATE WITHOUT rIi CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SUBSOIL IS a" SCARIFIED 6' BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REOUIREDI SCARIFIED 6' TO BE TO 85% OF STANDARD PROCTOR TOPSOIL MIX BELOW IMPORTED -' /.�.! - f TOPSOIL MIX _ d. SEE CONSTRUCTION PLANS FOR SPECIFIC 12 I _ I PROJECT REOUIREMENTS. OPTION 5 - IMPORTED TOPSOIL UNLESS OTHERWISE NOTFD. DRAWING IS NOT TO SCALF INTS) STD. PLAN - 264.00 WORKS R D URIPUBLIC SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I DEPARTMENT DATE REVISION IT RJUSED EDGE DETAIL 1'. v SIDEWALK lltiEL �•I tn• EJOENTO EWNK TRANSVERSE 1'-V 1'-R 318'(INI PRENOLDED JOINT FILLER 1? (1/4 R I JDNi9 i0 NClUOE RAISED EDGE TYPICAL WHERE APPIJCPBLE _ AND �_ INN RYPI e.�• I 1 171 R FOR Cure DETAILS ElO.- 1. 1JVE SEE ETD PLAN 101 • �.•� • a•. STING AlR0IDW • • _ -� __ Sf• /CRUSHEDROCK- SEE RIVED ________ / 1 & le" OETNL - THE ITYACAL UNDER CW1bEG SURFAONO TOP COIAFE (OST�I UNDER ALL CUFA OPEiI CUTMIN DIODGE WNLEEOMPSS TOE MODIFIED BOCrOR WITH RAISED EDGE fA'OM R. (TYP.) GUTTERASENOWEM A LOOM 1 6 1 FOR CURB DETALS F.LgaOUTTEA TOEr7MOelERp1 SEE STD PLAN 10, alAT01 DOBT1140 ROADWAY CRIKNEO ROCK d1EE. UIHILYETIER IB g1EJ17E11(TYP MR IF • �F T ALL CLlRBa GUTIEAI 1 7-FIMgNEDGMDF I'ONI BELOW P BOP OF CONCRETE SURFACE ADJACENT TO CURB T-0. 11• 0• MN am 1N7'IBRR ITW) -2-� 1 FOR CURB DETAI S SEE STD PLAN 10, 44 ewOCE DR PEDESTRIAN lr ' ^ • RAILING tr'" FOR CURB OLTAILB TO CURBBARRIER-SEE SIDEWALK SEE SM PLAN 101 (aTEEP FILL eLOPEEI CONTRACT PLANS OR TANNER trr INI it orn,I FLUSH / I ,• StDEWAIIE 1JM _ 1? MIR VERTICAL WALL - SEE DETNI •• '� e. eR 0N) PREAgIDED JOLT FILER ADJACENT TO CURB AND RAILING OR WALL {B1I JOINTFILLER FDA SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL Si1EWAlX (6EE NOTE 101 SECTIONS ?TIN) R / (iV'P I FOR culre DETAILS 16%MN •'� SEE CURB DETAIL ED FINISH ORR°MATCH EXISTING d N' "OE. SMOOTH 5' TROWELEDPERIMETER FINISHED GRADE 1'0") P ANTIN TOP U CONCRETE CY SURFACE F011 PIAIliNO - ttI1sH F PAVED 1D• d- 5••d ICI .- CEMENT CONCRETE CUM ADJACENT TO BUFFER STRIP - - -- (CUM Glare GUTTE S d / 17-5 SEESHOW lo" STD PAN 1.1 NOTES 1 � 12-70 tN' 1. FOU. feet of the Mdewek Wx1M Shel / C CONTRACTION JONT S be the mlMlUN Pedeen F % •'7S.• elresMe+eIohrle free .. ,, fro0 of Yertlwl ' N � eoawAl.xFA or 'B .�► ::?� . and horizontal DOBtrUcwns. GnKRF pa, : ►' ADcem Co Wmt, JuIIdIMI Boma. r ul-DEPI71 EXPANSION JOINT IN BOTH Cable Veuae, Pull BDmO and other CLAM AND IEOEWNR1T4i 5T0 •IRK 1011) eppuMnanoee w6Nn the eWewalk ` - 3N' C CONTRACTION JOINT must be Bush with surNlCe, end matct - 91.de Df the eid-k. �- JOINT AND FINISH DETAIL • S .�• 2 M-fithrc Cement Concrete Cult and •� ••� •(a?�'• vew dak IT nwmlfted 4. he new For other referenced NOTES s cmcruaion ot When nepacement was STD PLAN 104.2. neI-EI, s a Monolithic Cement Concrete Curb buhu Per WSDO7 ME FILLER Plan F-30. 101 03 Paved Surfaces must comply WADI STD PLAN 102.1 ea applicable E FULL4')EPTH 3 Concrete m be 4.OW PSI EXPANSION JOINT STD. PLAN - 102 PUBLIC WORKS CEMENT CONCRETE DEPARTMENT SIDEWALK yr'UZIC �` 7 F RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKED: BJT BY DATE APPR APPROVED: TJS :45 AI SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY O USE ATTACHMENT DETAIL O OR ATTACHMENT DETAIL O O p _TOP OF BARRICADE y Kl J8 D SUPPORT ANGLE ( ® IL 0 0l !o ELEVATION WARNNiG LH3HT ATTACHMENT DETAIL WARNING LIGHT S x 1 111 1 1/2" x 1/8' ATTACHMENT STEEL ANGLE _ TOP OF BARRICADE SEE NOTE 2 SUPPORT ANGLE DRILL TWO 12' DIAM. HOLES THROUGH DRILL THREE BARRICADE SUPPORT ANGLE (1) 31W - 16 x 1 3/4" DIAM. HOLES - - I- STEEL HIX BOLT (1) 3/e - 1e x v (2) 1' FLAT WASHERS STEEL HEX BOLT (2) 1- FLAT WASHERS (1) LOCKWASHER (1) 3M-- le STEEL (1) 31W - 16 STEEL HEX NUT (TYP.) HEX NUT I 1 3W ACX PLYWOOD PANEL -� ATTACHMENT DETAIL O WARNING EIGHT 8' x 2" x 7' X 1/8" TUBULAR SANDBAGS AS REQUIRED ATTACHMENT STEEL WITH PRE -DRILLED TO STABILIZE BASE HOLES - ALL LEGS TOP OF BARRICADE SUPPORT ANGLE i. t I I DRILL TWO 1/2' DIAM. HOLES THROUGH I I pl BARRICADE SUPPORT ANGLE I I I STEEL HEX BOLT O Iv I (2) 1- FLAT WASHERS (1) STEEL HEX NUT ATTACHMENT DETAIL O VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M NOTES 1. All fasteners may be zinc plated, galvanized or stainless steel. All steel angle and tubular steel shall be hot -rolled, high carbon steel, painted or galvanized. 2. Install one lightweight Type A Low -Intensity flashing warning light on the traffic side of the barricade Install two Type A Low -Intensity flashing warning lights per barricade when the barricades are used to close a roadway. Attach the light to the barricade according to the light manufacturer's recommendations or use the details shown on this plan. 3. Stripes on barricade rails shall be altemating orange and white retroreflective stripes (Sloping downward at an angle of 45 degrees in the direction traffic is to pass). C 4. The Type 3 barricade design shown on this plan meets the crash test requirements of NCHRP 350. Alternative designs may be ap- proved if they conform to the NCHRP 350 crash test criteria and the MUTCD. 5. When a sign is mounted on the barricade, it shall be securely bolted to at least two plywood panels The top of the sign shall not be SIDE higher than the top panel of the barricade. TYPE 3 BARRICADE 6. When sandbags are used in freezing weather, Urea fertilizer shall be mixed with the sand in a quantity to prevent the sand from freezing. I STEEL ANGLE I 1 FRONT OF III 11 BARRICADE III h III h B•xyx•1"x1/W II I TUBULAR STEEL ORANGE AND WHITE ill j� REFLECTIVE SHEETING III h A ASTM D4956 - TYPE 3Q ul b (1) 318" - 16 x 3" ANGLE RESTS ON 1 OR 3Y (SEE NOTE 3) II BI STEEL HEX BOLT TOP OF BOLT III h Ill h (2) V FLAT WASHERS 1 1/2" X 1 1/2" X 1/8" DI 4 (1) 3/6' - 16 STEEL HEX NUT STEEL ANGLE h 4' .11 LONG (TYP.) pp= op llesy� 92� a 4 DETAIL 100 ,DB 2533S �O Q•m g ; �Ps CI STBe G�� S/ONAL kg A 1 12' x 1 12' x 7/9' EXPIRES AUGUST 9. 2007 141C STEEL ANGLE 0' LONG (TYP.) TYPE 3 BARRICADE STANDARD PLAN K-80.20-00 S' It 2' x 2' x UB' TUBULAR STEEL SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION ISOMETRY VIEW 1m rtVp Kevin J. Dayton 12.20-M STATE DEB ON BIOYIEBI DATE W-KLBIeR Slre 0.pmr-4 of irsrporlrMbrl in . WInJ we e cI-<Y5P1A0 df7EX P117CLJ7Ari O N S k Q- OF W A Syi Al �� L Q � o z 00 4�0 � - ST01 s/DNA L ENG 1/6/26 J I- CWTaGL l DIA - 4 CArVC. 0 II - a I W C: N a coaac rot LEI�dTI /tl > Mp I' s,4ND Q 00 N N .• .; W / .SEGTIGiV � ��o ��-ir�� � r ' ^ L 1 ROTE: Monument Case & Cover � ' V O N C LN 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 00V 00 Y 1976. 2 THE CASTINGS SHALL BE GRAY -IRON CASTINGS ASTM DESIGNATION A-48, CLA55 44. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVEA ARE PLACED 1H CONCRETE PAVEMENT, A CEKNT CONCRETE BASE WILL NOT BE NECESSARY. ADOPTED 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-06.30) FOR Uti C]'I'f OF RENTONADJUSTMENTS TO GRADE. a STANDARD Fi.AAIS LST DATE:1•Fe"s DWt3 NAME: EM44 SP PAGE. H031 R-436032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � tIL N N N O 'O'^^ � J N �J co J C) C) O 1 N re7 HBray 02/05/2026 ' I W00 di CALL BEFORE YOU DIG: 0C14 1-800-424-5555 pC O DATE: Z ® CITY OF ROAD AND DRAINAGE 1/6/2026 Z �°K 00 O RENTON NOTES AND DETAILS PAGE. 50 HARMONYRIDGE DRAWING N0: ` LU Planning/Building/Public Works Dept. ICHIJO USA, CO., LTD SHEET: OF: a ' 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 32 66 = pp ROAD AND DRAINAGE NOTES AND DETAILS FOR 4R, Ao 0 W rW V 0 `r Z 0 75 Er Q 2 I I I I X d) 0 U V) Q C6 00 Cr) N N N 17) S_ N 0) c C 0) 00 N N N m CD CD CD N N (Z H Q) a i1 "BAND--iT BRACKET' OR APPROVED - EOUAL 3 92 Li NOTES I DIMENSIONS FOR THE PARTS LOSE❑ TO ASSEMBLE THE BASE CONNECTIONS ARE iNTEW)ON.ALLY HOT SHOWN. BASE CONNECTIONS ARE PATENTED. MANUFACTURED PRODUCTS THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST CRITERIA. THE RASE CONNECTION DETAILS ARE SHOWN ON TENS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE ASSEMBLED, 7- A 2" (IN) POST 1MTH A 2 1 /4" (IN) PSST ANCHOR OR A 2 1/4- (IN) POST WITH A 2 1/2" (IN) PSST ANCHOR MAY BE SUBSTITUTED. SEE CONTRACT PLANS. 3, PERFORATED SQUARE SIEEL POST SHALL MEET THE REOUIREMENTS OF WSDOT STANDARD SPECIFICATiDN 9-06, 4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED HARDWARE THAT MEETS THE REQUIREMENTS OF WSDO1 STANDARD SPECIFICATIONS 9-06 AND 9-28 MOUNTING ON EXISTING_ METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 90 �JO' IT x4" MIN. T OGf OF I OR REF 111CTORtIED SKINS MOUNT FACING Y(degree) OUTWARD IF SIGN IS 07MIN 3C FEET OF ROADWAY GALVANIZED BOLT WITH GALVANIZED WASHERS, ! I SIGN FACE ORIENTATION METAL POST z o u"5 r • . ,7 T P H 51CN POST `1 LOWER SQUAR xa TUBE) � Fino- m% 7HQ c • LINE 'v LOTAER SIGN 5//t6- (IN) CORNER BOLT CJ 005T %JPPDRT OR 3/11"1 iLANGEO SHOULDER BOLT WITH NUT AND WASHERS - 2 REQU4RfD iTYP.) w �• BOLT STOP ' '�IGJr POST a TYPE ST-4 SIGN SUPPORT 1 LOWER SIGN POST SUPPORT -- 2,25' IN_ HEAVY-OLITY ANCHORP GALV., NAM rruYmFRCIAL CONCRETE MOUNTING ON METAL POST SIGN MOUNTINIC ON SINGLE STD. PLAN- 129 + PUBLIC WORKS METAL POST APPROVED: DEPARTMENT (ADOPTED) nATTs DocuSign Envelope IDB16CE03A-ED99-4Fl l-B559-FEB382C92BFB ad 9 1.5" RADIUS (TYP.) A I1 U.J Our-'UE-rN , 1 1 r-. � A U � A C E� SIGN DIMENSIONS SIGN TYPE A B C D E POST MOUNTED STREET NAME SIGN (SPEED LIMIT <40MPH) 8„ VARIES 6" 4.5" 3.5" POST MOUNTED STREET NAME SIGN (SPEED LIMIT >40MPH) 12 VARIES 8" 6" 5" GENERAL NOTES: 1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS APPROVED BY THE CITY 2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170 OR APPROVED EQUAL 3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE 4. SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL 5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED 6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT MOUNTING HEIGHT SHALL BE 9'-0" COLORS LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.) BACKGROUND - GREEN (REEL.) POST MOUNTED PUBLIC WORKS STREET NAME SIGNS DEPARTMENT 134 7/30/2018 1 DATF 4:0 HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DocuSign Envelope ID: 9D980DA8-0385-4664-AE66-57BFF1561D7F 6' MIN. (TYP.) -TIRE TRACKS CROSSWALK MARKINGS. (TYP-) SEE NOTE I (TYP.) i LANE LANE LINE LSE WHITE CROSSWALK CENTERED CENTERED MARKINGS(TYP.) IN IN LANE LANE 24' 1 R 8. 81 CONCRETE CURB 6 GUTTER (TYP.) � I WHITE STOP BAR FOR HAWK SIGNAL AND RECTANGULAR RAPID FLASHING BEACONS (RRFB), SEE NOTE 3 PMM STYLE CAOUNALK PLAN d PROFILE VIEW NOTES. 1. PIANO STYLE CROSSWALK MARKINGS SHALL BE INSTALLED AT MARKED MID -BLOCK PEDESTRIAN CROSSINGS. SEE STD. PLAN 128 FOR ALL OTHER LOCATIONS. 2 PAVEMENT MARKING MATERIAL SHALL BE PER STD. PLAN 109. 3. IT WIDE WHITE STOP BARS SHALL BE INSTALLED WHEN A HAWK SIGNAL OR RECTANGULAR RAPID FLASHING BEACONS (RRFB) ARE PRESENT AT A MID -BLOCK CROSSING OTHERWISE, NO STOP BARS SHALL BE INSTALLED, 4. TO MINIMIZE WEAR. CROSSWALK MARKINGS SHALL BE LOCATED IN THE CENTER OF THE TRAVELLED PORTION OF THE LANE. MID -BLOCK CROSSWALK AND STOP STD PLAN- 127 PUBLIC WORKS BAR PAVEMENT MARKINGS APPROVED: �. DEPARTMENT 7/27/2022 Martln ParstuUWa ",•^�"^ DAZE 5:4 CURS RAMP WIDTH 4' - 0" MIN, LANDING TO MATCH A NOTES CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'. 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road. LANDING TO MATCH CURB RAMP way must be contained within the width of the crosswalk markings. LANDING I WIDTH - SEE CONTRACT PLANS Y LANDING GRADE BREAK C15N_ I 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK SEE CONTRACT PLANS - GL�UF between the two adjacent surface planes shall be flush. 4' - 0" MIN. CEMENT CON SEE CONTRACT PLANS - SIDEWALK - SEE 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- 4' -B" MIN. ances on any part of the Curb Ramp or Landing, or in front of the Curb PROVIDE SMOOTH TRANSITION Ramp where it connects to the roadway. CEMENT CONCRETE TO SIDEWALK WIDTH 2'-D" SIDEWALK - SEE NOTE 5 I (TYP.) SEE CONTRACT I MIN.ACT 4. See Contract Plans for the curb design specified. See Standard Flan 4' -0"MIN. F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and FLARE (TYP.) 3J6" EXPANS* TH - MATCH Pedestrian Curb details. JOINT (TYP.) - MP DEPTH 3l8" EXPANSION CURB RAMP STANDARD PLAN F-3 (TYP-) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See JOINT (TYP.) - SEE I Contract Plans for width and placement of sidewalk. STANDARD PLAN FJ0.10 GRADE °r �a 6. The Bid Item "Cement Concrete Curb Ram Type does not include the BREAK TRANSITION TO SIDEWAIF P YP GRADE BREAK PRESENT, OR TO BACK OF .- adjacent CUfb, CUfb and Gutter, DepfeSSed Curb and GUttef.Pedestfan C - --_ * iiiiiiiii(iiiii * SEE CONTRACT PLANS .a Curb, Or Sidewalks. .iii.......:... ...... _ •••••••• ••••• ••• _ ""' """' 7. The Curb Ram length is not required to exceed 15 feet unless shown CURB, OR CURB `------- _ _ CEMENT CONCRETE p 9 CURB, OR CURB otherwise in the Contract Plans). When applying the 15-foot max. length, AND GUTTER - - - - AND GUTTER - PEDESTRIAN CURB - the running slope Of the Curb Ramp is allowed to exceed 8.3%. Use a SEE NOTE 4 SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE NOTE 4 1 g I single constant slope from bottom of ramp to top of ramp to match into SEE STANDARD PLAN F45.10 DETECTABLE WARNING SURFACE - the landing Over a horizontal distance Of 15 feet. DO not Include the FACE OF CURB _ FACE OF CURB SEE STANDARD PLAN F46.10 abutting landing in the 15-foot max, measurement MEASURED PARALLEL DEPRESSED CURB AND GUTTER - DEPRESSED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard TO CURB (TYP.) CROSSWALK SEE NOTE 4 CROSSWALK Specifications 8-14- -1 L L 9. Pedestrian Curb may be omitted if the ground surface at the back of the w Curb Ramp and/or Landing will be at the same elevation as the Curb o O Ramp or Landing and there will not be material to retain. 7 1 CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN 140.10 z FOR CURB RAMP LENGTHS GREATER THAN B' - 0" PROVIDE LL PLAN VIEW CONTRACTION JOINT EQUALLY SPACED V - O- MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B LEGEND rD DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F46.10 _ SLOPE IN EITHER DIRECTION 4' - 0" MIN. 15' - 0" MAX (TYP,) GRADE BREAK * 1.5% OR FLATTER RECOMMENDED FOR DESIGNfFORMWORK (2% MAX.) SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - 50%* OR FLATTER RECOMMENDED FOR W.MAX.. DESI SEE STANDARD PLAN F. .10 * GRADE BREAK DESIGNlFORMWORK (8.3% MAX.) *=_ TOP OF ROADWAY * * * 9,5% OR FLATTER RECOMMENDED FOR . DESIGNIFORMWORK(10% MAX.) SCO,�T 2�L LANDING CURB RAMP DEPRESSED CURB AND GUTTER 1 SECTION SEE STANDARD PLAN F-10.12 AO CEMENT CONCRETE PERPENDICULAR "A" PAY LIMICEMENT CONCRETE TS SEE NOTE P6 -A,, PERPENDICULAE CEMENT R "BC PAY ELIMITB SEE NOTE 6 W 9MP "TYPE oA� .8680ggI STBR�o PEDESTRIAN CURB - ,' G SEE NOTE 4 DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER --SEE NOTE 4 CURB RADIUS DETAIL `8 1 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 ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT 1 I CITY REVIEW COMMENTS DATED 2 CITY REVIEW COMMENTS DATED REVISION ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT ►��ONAL B� D91e11y &goad by R-Stoll Zeller Date W2D.e 22 13 23Mi 7'DD' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' 8TA7E DESIGN -NUR VrrWasMnglon Stale Depoflmenl el TrensperlaYen RK 9/26/25 TJS SURVEYED: ANG 1 /5/25 TJS DESIGNED: RK DRAWN: RK CHECKEDBJT BY DATE AP FIR �APPROVIED- TJS 10' - Cr MAX 1000' - D• MAX PULL POST -SPACED I END OR CORNER POST i TENSION WARE 10 - 0' MAX. ITYP.) 1000' (FT) MAX. A TENSION WARE PULL POST I B LINE POST - SPACED ! BRACE TENSION TWISTED SELVAGE D TENSION MIRE a IU (FT) MAX. ! POST WARE (TYP.) O TENSIONWARE TIE VIRE (TYP.) TENSION WIRE TENSION VN S2 >? = O TIE WIRE (TYP) FABRIC BAND a U (TYP.) FABRIC BAND MR) m BAR LL STRETCHER BAR (T(P.) STRETCHER (TYP.) All C TENSION WIRE'` HOG RINGS (TYP/ - ! I,• b KNUCKLED SELVAGE (TYP.) _i) CHAIN LINK TENSION FENCE FABRIC SPACED G 24" (IN) MAX. : y, IN i • - CONCRETE POST TYPE 3 10 - 0' MAX 5W - 0' MAX. PULL POST - SPACED END OR CORNER POST TENSION WIRE 10 - 0' MAX (TYP.) i 0 50D (FT) MAX. A TENSION WIRE PULL POST B LINE POST - SPACED BRACE�� VIA ICHUCIQED I D TENSION HARE ®10 (FT) MAX. POST SELVAGE TENSION HARE TIE WARE WIRE TENSION WIRE TENSION WIRE (TYP) STRETCHER X TIE WIRE BAR(TYP) v (TYP)( STRETCHER ' BAR (TYP.) FABRIC BAND (TYP) A.,C FABRIC BAND (TYP) NOTES HOG RINGS (TYP) - 1. All concrete past bases shall be 10" (in) PACED 024" (IN)MAX. minimum diameter. BRACE POST 2. Along the top and bottom, using Hog Rings, fasten the Chain Link Fence Fabric to the Tension Wire Within the limits of the first full fabric weave. 3. Details are illustrative and shall not limit hardware design or post selection RE of any particular fence type. 4. Fencing shall be used for security and boundary delineation only. TIE HARES (TYP.) - SPACED O 14" (IN) MAX. STRETCHER BAR WIRE jI: POST FABRIC FABRIC BAND WITH CARRIAGE BOLT AND _ NUT - SPACED 15" (IN) MAX. HOG RINGS (TYP.) - SPACED 0 24" (IN) MAX. BRACE POST KNUCKLED SELVAGE r CHAIN LINK ?' N (TYPO ?' FENCE FABRIC CONCRETE POST 1 BABE (YYP.) TYPE 4 POST AND RAIL SPECIFICATIONS 3 Ire 1 518• POE ROLL FORMED POST � UE (IISCi 40) SECTION WEIGHT 1H 0b;A) - FENCE LINE - FABRIC LOOP - 2 SIDES Y O END, CORNER, OR PULL POST 2 112' DUUA. 00.10 OZ LINE OR BRACE POST 2" DIAM. 1.85 BRACE BAND WITH TWO-WAY BRACE BAND WITH AND NUT _ CARRIAGE BOLTS AND NUTS TENSION WIRE TURNBUCKLE FABRIC BAND WITH BAR TENSION WIRES CARRIAGE BOLT AND NUT TRLT m 0 U FABRIC BAND WITH m CARRIAGE BOLT AND NUT (TYP.) 0 STRETCHER BAR (TYP.) END OR CORNER POST PULL POST (AT END OR CORNER) DETAIL O DETAIL O TIE WIRE - SPACED E 14" (IN) MAX. (TYP) TENSION WIRE // HOG RING - \c. SPACED C 24" (IN) MAX SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY BRACE POST DETAIL OC VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/2011 DATU M TENSION WIRE TWO-WAY BRACE BAND NTH 6/S5/ CARRIAGE BOLTS AND NUTS N TURNBUCKLE �- TURNBUCKLE TENSION HARES TENSION WIRES BRACE BAND WITH CARRIAGE BOLT AND NUT FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL O CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED 0 W (IN) MAX. 4 Op IA'���,C 4 O q 34363 �e gGISTS �S70NAL e�� ,7 ,, Barry. Ed Jul 14_01H:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION _ Carpenter. Jeff Jul 14 2015 11:24 AM -_ .:STATE DEBrBN ENOnHR wo.hinYbn 51d. Dpvbnr *fTn^Work6m MR TENSION WARE p1 WAS#, � s 5° ♦ 7� o q 34 w3 o �B q01 STB1`� ♦� �S70NAL Y�G any, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:25 AM �' - 'STATEDEBgNENQ It T Wu,Nhglen Sb D pa w,el Tra,wM"m O N S k Q- OF W A Sy1 O Z 100 4�0 6 STO, �Ql- s/DNA L ENG 1/6/26 • J O v Yl/ CA' W ^L W � • r_ O V, i W cN � M i 4-0 Q 00 �0) C4 >< tfV^ �J #A i > LO a-+ LO f V c0 Ma 00 U Y N r R-436033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N N O O N LJ N J O O O O MMI t'J N r.� HBray 02/05/2026IV, AF 00 W CV ROAD AND DRAINAGE NOTES AND DETAILS HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 (D N CV �0 Z DATE: 1/6/2026 z m FIELDBOOK: 0 O PAGE: DRAWING NO: Uj a� SHEET: 33 OF: 66 = W ry Q a� 0 V Un n Ln O Q0 N O N Q0 E 0 0 00 N N N / c 1-56-36-W 31.65' : IMPACTED r I I OIN THE FIELD WITH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION S1'29'15"W 87.17 d 551 A=90'03'52" I � O'42'56"E 61.21' TREE R=25.00'T. I \ \I I ::. ENCECTION �rL=39.30' I\ I UR E F I NIFI ANT TREE t i FIELD SURVEYED BY: BARGHAUSEN CONSULTING ENGINEERS, INC -- - - -- fl \ I 1 ARBORIST: WASHINGTON FORESTRY CONSULTANTS ROOT PROTECTION ZONE (RPZ) IMPACT PER THE ARBORIST REPORT ROOT PROTECTION ZONE CAN BE IMPACTED UP TO 20% OF THE TOTAL AREA. THE ARBORIST WILL BE ONSITE FOR THE DURATION I OF THE GRADING ACTIVITIES TO CONFIRM THERE IS NO DAMAGE TO THE CRITICAL ................: ©:. � � r� ���J ROOT ZONE. I— A. _iw TREE NOTES: EX CHURCH SCHOOL y� \ ++ ctOc, i • w TOTAL NUMBER OF SIGNIFICANT TREES: 404 TREES AND BUILDINGS i % NUMBER OF HIGH RISK SIGNIFICANT TREES: 29 TREES cn \ TO REMAIN - i NUMBER OF TREES IN THE PUBLIC RIGHT-OF-WAYS• 67 TREES 551581 551580 TREE RETENTION PLAN - ONSITE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON Z 0 10' 20' 40' ----------------------------------------- - ---------- SCALE 1 =20 3 II I 3 3 ........ i l; -M-M-M-M-M-M-M•,..M.._M.....�.�.4 ......I ...... I II � I M- M- M- M- M- N 3 SITE MAP KEY PLAN 0611-mol NTS • ....,-..FI. . ► I ►I TREE PROTECTIONKEYNOTE ... ............ __ _ rI--1.... I3M-M-M-M-M-M-MI .. ..."' - 4 M -M •�-.-•- �' - M -M -M _M,4 -M -M - M - e� PROPOSED TREE TO BE SAVED-. •..M-M - ••••........... �_--_—___—_—�-- `� EX DRIVEWAY 3 I I ............. ...................I......... ' ; -- _ _ --- ------ --- ------------------------------------------ I II I � � I .. ���- '+ • • RIGHT-OF-WAY TREES WITHIN RIGHT OF WAY AND ALLEY (66 S TREES) _ _ _�_ ,_ »=.-...*._.-_-_•_-_-•_•_ _ _ _ _ = 3---=_____ REMAIN - - - TO REM --- ------- S163543.E 6.32—.—._..—.—:=:==----�_-_-- -____ --_— III t, -- 3 33 II � I ; I I � I --.. ... -'-• ' • - _ _� u---------=---.._�,.-`-- I T 0 BE REMOVED,EXCLUDED FROM RETENTION ' 18.28' - - - I S20'17'08W 6.32'— — - — �i—_________ ___� - N46'50'26"E ..................... PLAT BOUNDARY— TREES 0 BE REMOVED .......-----•--•--•...---........ ---------------------------_--_- _. S 1'50' 14"W 78.12' i ELMi'50'S7"W _ 72,04j _ _ --� _ - .: RPZ AREA -� TREE ROOT PROTECTION ZONE AS DETERMINED BY ARBORIST-TO BE MARKED X__3�---550635 `. 551077 551557 551565 551563 551562 551578 0-) 551.575 551579�) 551582 551588 551587 5515867 C f) 551594 �551595 yr �.c-�v i vex I I 1 -------, \ „ 0 I t° I Z NUMBER OF SIGNIFICANT TREES AFTER DEDUCTION: 308 TREES ------ I \ IV I 00 z NUMBER OF SIGNIFICANT TREES REQUIRED TO BE SAVED: 92 TREES 551010 _ I i I N ' I O NUMBER OF SIGNIFICANT TREES PLANNED TO BE SAVED: 78 TREES GllI i (0n)d ( )d n)d I I \\I w , SHORTFALL OF SIGNIFICANT TREE REQUIREMENT: 14 TREES �I } X- I \ \ I I -Q- --�-O--O --- _F- II- --F-------F----i -- �- ....... -------------- r---71,5512745 ------ -- -- -------2-------- 7 _ 551- QO ........... Z 0,l z.......... .. Q I Il i O i I I.L V) I. Iw 5 2639 I Z A O k I I \I I Iit I i0 ..... [Ell d I I w w 52641 \ 7 � I I A! w J 0000 I I Z x I • I I I CD I 552642 I= ' bo I I 551678 -' ...I•• I V X I �' I I 525 4 P� EX CHURCH SCHOOL \ AND BUILDINGS TO REMAIN N84'02'53"W 18.79' N TRACT D TREE RETENTION X \ I I I 5525 3- - 141I I 1 x ��� I 552592 551397 x 551326 5515 6 I 2590 X 5515 1 i PHASE 1 ............ _----------- x � PHASE 2 SO'16 12 126.42 - '-- - ' •--�___� 551696 5251 9 ROCKERY WALL — 552597 51694� ..... ......... TRACT C TREE RETENTION �6'• 551475 CPO 551474 S 551476 �I �J. I -- (6' MAX HEIGHT) I V i i 55�58 4 RPZ AREA IMPACTED 20 I : �� 552 kTREE I _ PROTECTION 551510 FENCE I 551496 BSBL (TYP) 551495 ROAD : B m -- - -- -- RESIDENTIAL �imi ACCESS SEE CONTINUATION ON SHEET 48 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/' 1 1 NAVD 88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/25 TJS SURVEYED: 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS -DESIGNED: TJS DRAWN: RK CHECKED: BiT N0. REVISION BY DATE APPR APPROVED: TJS SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVO 19W HORIZONTAL: NAD 1983/2011 DATUM CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. ON s�, W A Sy/ ~ z F100241 �� C/STEM 7()NA L 1/6/26 J O J v � � 3 S : s . Ln 8i :3 � W � fV M < co rq 3 Vi rA <\>u') >Q lN4 O Ln +-T IN �c/0� W V r a) Y N �'t N N O L0 N N Q J R-436034 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 00 W N (D N CURRENT PLANNING Q N AMorganroth O 02/05/2026 Z DATE: TREE RETENTION PLAN — ONSITE 1 /6/2026 Z O FIELDBOOK: O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD cr Q .V. 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET, 45 M 66 = pp co 0 w U-1 ( V 0 rr z 0 G rlr 6 0 U U) Q N O N N N E 0 Ln 00 N N - 0 c 00 N N N U) O O O N N W J � LL DATUM HORIZONTAL DATUM: NAD '83/' 1 1 -5525581 155201 Z - � Li F— O � Z LJ LJ p U - Z O — U wa - LL U� Lu / Z �\ / J U 55227 CQ G 1 *5,c - 1. - h 552270 55227 - TREE PROTECTION FENCE BENCHMARK 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 VERTICAL DATUM: SE AND SE 19TH ST (NAD 83/11) AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 TREE RETENTION PLAN - ONSITE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON DAYLIGHT LIMIT WITHIN RPZ MATCHLINE - SEE CONTINUATION ON SHEET 45 `* VR/1YLL rr%l" 1 I CITY REVIEW COMMENTS DATED 6/23/2025 2 CITY REVIEW COMMENTS DATED 9/25/2025 NO. REVISION RK 9/26/25 TJS SURVE MKA ANG 1 /5/25 TJS DESIGNED: TJS DRAWN: RK CHECKED: BJT BY DATE APPR -PROVED: TJS SCALE: 1 „=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTI:VD 19M NOR ONTA�L: NAD IM//2011 DATUM I I 3 I II I ; I II I 3 I II I L__ ; r-- I I ; I II I 3 I I II I 3 I II I ; I II I ; I I II I ; I II I ; I I I ; 'I I I ; I 'I I I; III I; III II ail I I _ w—w W — I IT� , 1 I I c I ;I � I II I 3 � I � II I � I' I v II I I I y II II ;I 3 I 0 N I N 0 10' 20' 40' SCALE: 1 "=20' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON U'R V4397 Planning/Building/Public Works Dept. SITE MAP KEY PLAN ImmIlt NTS TREE PROTECTION KEYNOTE o PROPOSED TREE TO BE SAVED TREES WITHIN RIGHT—OF—WAY AND ALLEY (66 TREES) TO BE REMOVED, EXCLUDED FROM RETENTION xTREES TO BE REMOVED 0 TREE ROOT PROTECTION ZONE AS DETERMINED BY ARBORIST-TO BE MARKED IN THE FIELD WITH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: BARGHAUSEN CONSULTING ENGINEERS, INC ARBORIST: WASHINGTON FORESTRY CONSULTANTS ROOT PROTECTION ZONE (RPZ) IMPACT PER THE ARBORIST REPORT ROOT PROTECTION ZONE CAN BE IMPACTED UP TO 20% OF THE TOTAL AREA. THE ARBORIST WILL BE ONSITE FOR THE DURATION OF THE GRADING ACTIVITIES TO CONFIRM THERE IS NO DAMAGE TO THE CRITICAL ROOT ZONE. NOTE: A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT TO BE PRESENT DURING CONSTRUCTION OF GRAVEL PATH AND PERMEABLE PAVEMENT. 0 N S!r Q- OF ,W A Sy/ Al 100241 C/STEM ION A L E� 1/6/26 • J O J v .— vi t0 uu \� YI � / O co N � 0) Q N lfl � L0 +,' CV co m O V �� a) 2�t N R-436035 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING N N O L0 N XX L_J H H N Q J HBray 02/05/2026 00 W ey (� N CURRENT PLANNING N AMorganroth O 02/05/2026 Z DATE: TREE RETENTION PLAN - ONSITE 1 /6/2026 Z O FIELDBOOK: O PAGE: HARMONY RIDGE DRAWING No: � Lu ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: 46 OF:66 2 m co 0 w rU-1 V 0 rr z 0 G rlr 6 0 U U) Q 00 N N N 1-1 00 N N N to O O O N N W J � LL SEE SHEET 49 FOR OFFSITE TREE RETENTION PLAN ". i TREE RETENTION PLAN - ONSITE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MATCHLINE - SEE CONTINUATION ON SHEET 48 " I I II I II II .5- 51$79 '------•• --- 5.1117 68...5176630 551836 I 1 551996 7 557 551831 1 r....7 9 51866- II %kx j-I 5 1867 I 18 •- I 55176 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/ 1 1 NAVD 88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 19/26/25 TJS SURVE MKA 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: TJS DRAWN: RK CHECKED: JT N0. REVISION BY DATE APPR APPRovED: TJs 551951A 16 551989 551962 551965---� ,--551958 M1�140, ���552145 I SCALE: }F551966 � 552030 — 551967 552029--�O BSBL (TYP) 552024 1 „=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOR ONTA�L:"N D IM//2011 DATUM 552259 J Q N 58 Q W v 0 00 Wa 552257 N 0 10' 20' 40' SCALE: 1 "=20' CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. NTS SITE MAP KEY PLAN TREE PROTECTION KEYNOTE o PROPOSED TREE TO BE SAVED TREES WITHIN RIGHT-OF-WAY AND ALLEY (66 TREES) TO BE REMOVED, EXCLUDED FROM RETENTION xTREES TO BE REMOVED 0 TREE ROOT PROTECTION ZONE AS DETERMINED BY ARBORIST-TO BE MARKED IN THE FIELD WITH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: BARGHAUSEN CONSULTING ENGINEERS, INC ARBORIST: WASHINGTON FORESTRY CONSULTANTS ROOT PROTECTION ZONE (RPZ) IMPACT PER THE ARBORIST REPORT ROOT PROTECTION ZONE CAN BE IMPACTED UP TO 20% OF THE TOTAL AREA. THE ARBORIST WILL BE ONSITE FOR THE DURATION OF THE GRADING ACTIVITIES TO CONFIRM THERE IS NO DAMAGE TO THE CRITICAL ROOT ZONE. 0 N S!r AAl Sy/ u '4� - 100241 C/STEM 7ONA L 1/6/26 J O J v Vf � .� W \� YI / � O co N � m � 0) Q N � N L0 a-7 CV cMo W O V � r (I)N Y N 0 N � u H H N Q J H H H R-436036 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 00 W N N CURRENT PLANNING N AMorganroth 02/05/2026 cr 0 TREE RETENTION PLAN - ONSITE DATE: 1 /6/2026 �z Z O O FIELDBOOK: HARMONY RIDGE PAGE: � w DRAtlrING NO: ICHIJO USA, CO., LTD Q V SHEET: 47 OF:66 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 = m rLu V 0 rr z 0 G rr Q 0 U cn Q 0 N O cli E 0 0 Is 00 N N N 00 N N N / to O 0 0 N N I:i / J � TREE RETENTION PLAN - ONSITE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 551803 551546 �k55805 55 1. 80.. 551541 '•. 551548 .. 551810 0 551809 . . . 551'812 / 55 1$13 551811 .\ 551849 551843 GL\ •\ 551847 551817 .... \ \ \ \ 551846 \ \ \ \ ... 551845: - �.. / 551858 551859 / t SEE SHEET 49 FOR \\ 551860 \ / \ OFFSITE TREE \\ i -�.- 5518 \ RETENTION PLAN \\ 551920 / " \ / (]�551539 ......4.6 55172 �551747 551749 551732 e 551700J �551735 �551736 551728-N,-!-, N 0 10' 20' 40' SCALE: 1 "=20' I 551705 I. I I I W W 2 cn Z O...... _O F_ .\ 552584. - - - - Z Lu ROAD iw- RESIDENTIAL ACCESS ; t/) 1-551787 55256 -777:' 552567; F�17fin^ 552563� \� i \ • DRAINAGE FACILITY ........... \ i . / I MATCHLINE - SEE CONTINUATION ON SHEET 47 1 I CITY REVIEW COMMENTS DATED 6/23/2025 2 CITY REVIEW COMMENTS DATED 9/25/2025 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) N0. REVISION NAD '83/'11 NAVD '88 N: 172240.27, E: 1304612.10 N: 171833.64, E: 1305874.10 RK 9/26/25 TJS SURVE MKA ANG 1 /5/25 TJS -DESIGNED: TJS DRAWN: RK CHECKED: BJT BY DATE APPR -PROVED: TJS SCALE: 1 „=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NOR ONTA�L:' NAD 1983//2011 Alf::�� DAT U M I 1n U Q lay O ZW. ■w W Ee CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. NTS SITE MAP KEY PLAN 0611-mol TREE PROTECTION KEYNOTE o PROPOSED TREE TO BE SAVED TREES WITHIN RIGHT-OF-WAY AND ALLEY (66 TREES) TO BE REMOVED, EXCLUDED FROM RETENTION xTREES TO BE REMOVED 0 TREE ROOT PROTECTION ZONE AS DETERMINED BY ARBORIST-TO BE MARKED IN THE FIELD WITH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: BARGHAUSEN CONSULTING ENGINEERS, INC ARBORIST: WASHINGTON FORESTRY CONSULTANTS ROOT PROTECTION ZONE (RPZ) IMPACT PER THE ARBORIST REPORT ROOT PROTECTION ZONE CAN BE IMPACTED UP TO 20% OF THE TOTAL AREA. THE ARBORIST WILL BE ONSITE FOR THE DURATION OF THE GRADING ACTIVITIES TO CONFIRM THERE IS NO DAMAGE TO THE CRITICAL ROOT ZONE. ON S!r Al� Q � o z 100 41 C/STEM SIONA L 1/6/26 J O J v � 3 a+ All .— t0 vi All W > O � 00 N ; m 0) Q CV lfl .r. U) t- �: Lr) cO o Lf) }T CV M W U 00 (1) r Y N -'f � u H H N Q J R-436037 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENT ENGINEERING FHBraly 02/05/2026 00 W cy (� N CURRENT PLANNING N AMorganroth 02/05/2026 Z TREE RETENTION PLAN — ONSITE DATE: 1 /6/2026 Z O O FIELDBOOK: HARMONY RIDGE PAGE: I=w DRAWING NO: ICHIJO USA, CO., LTD Q V SHEET: 48 OF:66 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 = m 0 Ln N 0 N N N E 1= 0 0 N 00 rn N N N Q) / 00 N N N / O CD CD N N H Q) a I1 N 800951 800952 \ 800957 I \ TREE I �\ PROTECTION p0 800961 I FENCE�o I 800948 I i J 801022 0 0 15' 30' 60' I GRADING DAYLIGHT \ \ I LINE (TYP) \ 800976 \ SCALE: 'I "=30' I EX WOOD /i 800972 \ 450000 ^a I FENCE \� 0973 `r \� .. 80101 -. �1\ . 0 01026' I \ 801016 . I BEATIE PATRICK MARR & JUDITH 8010 I APN.7399301240 0 801:030.. CITY OF RENTON I / O APN.2023059109 I / 801008 _ 801006 I / / 801007 \ 80100\ 801036 801037 / 801004 / 801066 . I / 801002 \ t I / _ TREES TO BE REMOVED \ ;\ .801039-. 801.053 I / ADJACENT TO SAVED \\ \ 801056 I / TREES SHALL BE CUT 801013 �\ TREE \ 450 1057 801054 0 801049 / ONLY AND LEAVE THE 800999 \ PROTECTION:.\ \ / STUMPS REMAINING (TYP) `FENCE 801014 0 01051 / _ - \ -\ .� / \\ WHITEFIELD JEANNETTE 801000 \ \8 043 801048 APN.7399301230 450006 TREE 800997 PROTECTION. \\ 800996 \ FENCE.' ` 801.046 0 \ 800995 801042 -------------- \ \ / 450001 8000.58 — — — — — / \--.801044 800977 / \\ \\..... \ 800059 / _J, ........ . ................ �...... o : 800985 STANLEY DANIEL & OTAKE MAYA / �_ \\ \-\'800057 0 / APN.7399301220 / 801045 \ \\ 800060 / ... ........ \ / �'. 800984 \ \ \�\ GRADING DAYLIGHT. / 800981 �\�` \ LINE (TYP) 0 00064 / 800982 800047. GVii / 800054'.800046 800053 \ LEXINGTON STELLA \ APN.7399301150 o \ GRADING DAYLIGHT \ LINE (TYP) TREE PROTECTION KEYNOTE PROPOSED TREE TO BE SAVED TREES THAT ARE HIGH RISK (11 TREES) TO BE REMOVED, EXCLUDED FROM RETENTION xTREES TO BE REMOVED 0 TREE ROOT PROTECTION ZONE AS DETERMINED BY ARBORIST-TO BE MARKED IN THE FIELD WITH ORANGE CONSTRUCTION FENCE PRIOR TO CONSTRUCTION SOURCE OF SIGNIFICANT TREES FIELD SURVEYED BY: BARGHAUSEN CONSULTING ENGINEERS, INC 800950 800923 34 )0935 800924 6.,>7-800953 TREE RETENTION PLAN - OFFSITE FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON �800949. CO)- $00926 800947 800958 800956 �800963 TREES TO BE REMOVED ADJACENT TO .. SAVE TREES SHALL BE CUT ONLY AND LEAVE THE STUMPS REMAINING 800044' • 800030 \ / \ \\ \\�� • 80 \ / \ 800037 / 800042�' \ 800043y, \ / 450002 450003 \ _ \ / NGUYEN NGOC PHUONG 450004 \ --•• APN.7399301140 800036 / EX RETAINING WALL \ ....... . \\ ARBORIST. WASHINGTON FORESTRY CONSULTANTS \ PROPOSED TREE RETENTION: 44.0 TREE CREDITS —: \ N\ TREE NOTES: EX WOO _ — \ D \. TOTAL NUMBER OF SIGNIFICANT TREES TO BE REMOVED: 61 TREES FENCES/\ NUMBER OF HIGH RISK SIGNIFICANT TREES: 11 TREES 5��3 v NUMBER OF SIGNIFICANT TREES AFTER DEDUCTION: 50 TREES 551932 l�� y OLSEN SHERRIL NUMBER OF SIGNIFICANT TREES REQUIRED TO BE SAVED: 15 TREES / ; I ` '( APN.7399301130 552045 NUMBER OF SIGNIFICANT TREES PLANNED TO BE SAVED: 8 TREES SHORTFALL OF SIGNIFICANT TREE REQUIREMENT: 7 TREES ADDITIONAL REQUIREMENTS: 30 TREE CREDITS PER ACRE OF NET DEVELOPABLE ACREAGE GROSS SITE ACREAGE: 0.49 AC REQUIRED TREE CREDIT DENSITY: 15.0 TREE CREDITS PROPOSED TREE RETENTION (8 TREES): 44.0 TREE CREDITS EXCESS OF TREE CREDIT REQUIREMENT: 29.0 TREE CREDITS DATUM HORIZONTAL DATUM: VERTICAL DATUM NAD '83/' 11 NAVD '88 BENCHMARK OFFSITE TREE RETENTION TREE TREE DESCRIPTION DIAMETER TREE CREDITS 450001 MAPLE 12" 5 800046 MAPLE 11",15" 7 800958 CEDAR 16" 7 800995 MAPLE 9" 4 801013 MAPLE 10" 5 801033 FIR 15" 6 801046 MAPLE 11" 5 801054 CEDAR 10" 5 TOP OF 3/8" BRASS PLUG SET IN CONCRETE MONUMENT AT INTERSECTION OF PUGET DRIVE SE AND SE 19TH ST (NAD 83/11) N: 172240.27, E: 1304612.10 FOUND BRASS PIN 0.76' BELOW GRADE IN 4X4 CONC. MONUMENT IN MONUMENT CASE AT INTX 116TH AVE SE & 157TH ST (JUNE 2022) (NAD 83/11) N: 171833.64, E: 1305874.10 1 CITY REVIEW COMMENTS DATED 6/23/2025 RK 9/26/2 TJS SURVEYED: 2 CITY REVIEW COMMENTS DATED 9/25/2025 ANG 1/5/25 TJS DESIGNED: TJS DRAWN: RK CHECKED: BJT NO. REVISION BY DATE APPR APPROVED: TJS 800016 o '-. 8000.15 0 0 0028... 0'.. G800a2�....... 800024 ............... 800025 551857 551913: 551853 \ 551912- --. \\ 551'914 551918 / \ / \ o Y l TRACT A I I / DRAINAGE FACILITY t I \ \: N Im / .•. • 1 I � -i-• I.. 1 .. I _..440...1 I I . TRACT B III. TREE RETENTION I I I I I I SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 19w HORIZONTAL: NAD 1983/2011 DATU M TREE TREE DESCRIPTION DIAMETER 450000 MAPLE 7" 450002 CEDAR 16" 450003 CEDAR 11" 450004 CEDAR 19" 450005 MAPLE 26", 19", 18" 450006 MAPLE 7" 551912 MAPLE 13" 551913 MAPLE 12" 551914 MAPLE 8" 551918 MAPLE 33", 14" 551932 MAPLE 15" 551933 MAPLE 11" 800024 FIR 21" 800025 MAPLE 15" 800028 MAPLE 6" 800030 MAPLE 19", 13" 800036 FIR 9" 800037 MAPLE 7" 800042 CEDAR 17" 800043 CEDAR 12" 800044 MAPLE 24" 800047 MAPLE 21" 800053 MAPLE 12", 11" 800054 MAPLE 11" 800935 COTTONWOOD 32" 800947 ALDER 13", 11" 800948 ALDER 14" 800949 CASCARA 5" 800950 MAPLE 6" 800951 ALDER 8" 800952 ALDER 8" 800953 ALDER 10" 800956 FIR 17" 800957 ALDER 16" 800961 ALDER 14" 800972 FIR 27" 800973 FIR 37" 800976 FIR 20" 800981 MAPLE 7" 800982 MAPLE 12" 800984 MAPLE 9", 8" 800985 MAPLE 9" 800996 CEDAR 9" 800997 FIR 29" 800999 CEDAR 22" 801000 CEDAR 7" 801002 MAPLE 14", 11" 801004 MAPLE 35" 801005 FIR 13" 801006 FIR 7" 801007 MAPLE 17", 10" 801008 FIR 24" 801016 MAPLE 8" 801017 FIR 27" 801039 MAPLE 11" 801042 CEDAR 15" 801043 CEDAR 11" 801044 MAPLE 22", 22", 15" 801045 CEDAR 9" 801056 CEDAR 7" 801057 CEDAR 6" CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF RENTON Planning/Building/Public Works Dept. I SITE MAP KEY PLAN � I ON S k Q- OF W A S,yl o Z 100 4�0 G� �Ql- s/ONA L ENG 1/6/26 • J uJ . � C _c 7.3 7 t � ._ 0 a>t C � m i W (V � M <055CA m >Q i <\ > LO a-+ L0 f V m 0 00V N Y N r N O N , U N Q J C) O I N Ir ra R-436038 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL HBray 02/05/2026 00 Lu �y (D N CURRENT PLANNING N AMorganroth O 02/05/2026 Z DAM TREE RETENTION PLAN - OFFSITE 1/6/2026 z m FIELDBOOK: O O PAGE: HARMONY RIDGE DRAWING N0: LLB ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHm- 49 OF:66 = pp CV CV CV C) C) LO CV 6, H H C'7 CV Q J H H H C'7 CV rlr co 0) N N O MZ W O W 0 W N N N C) C) LO N A, u H • H C'7 N Q J Cfl C) C) C) C) N ra W Z O 5 a co M N N O MZ W O 1) W 6 06 N N N C) C) LO N A, u H • H C'7 N Q J Cfl C) C) C) C) N ra W Z O 5 a co M N N O MZ W O 1) W 6 06 CD co It 0 W W C'3 0 rr z 0 75 rr Q w cD 0 Of z 0 mi Q z 0 z w Ir 00 rn N N N Q) X V) F Ir w m 0 m a U (/7 00 rn N N N o, Q) Q) c Q) / 00 N N N / :n 0 0 0 N N a - a i.7 TREE RETENTION AND REPLACEMENT SEE TREE RETENTION PLAN IN CIVIL SET FOR TREE RETENTION INFORMATION. 25 REPLACEMENT TREES REQUIRED SOURCE: FINAL TREE PROTECTION PLAN BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED 8/21/2025 FOR TREE PROTECTION INFORMATION. PLANT SCHEDULE ONSITE SYMBOL QTY REPLACEMENT TREES* Cn Lu • 12 w Cn J Zn • 13 O Of N STREET TREES' 0 39 YARD TREES * 19 9 + 11 SYMBOL QTY SHRUBS �r C7) 30 E J 42 ® 174 146 Rh 20 FERNS AND GRASSES BOTANICAL / COMMON NAME CONT ACER MACROPHYLLUM / BIGLEAF MAPLE B & B LARGE TREE, 2 TREE CREDITS EACH PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B 6' MIN. HT LARGE TREE, 2 TREE CREDITS EACH ACER RUBRUM 'BOWHALL' / BOWHALL RED MAPLE B & B LANDSCAPE PLAN INDEX AND PLANT SCHEDULE FOR Ma V Wfl Iry V TTIrw 17. i \L5 \ \ \ \ \ \ \ / \ \WATER USE \ \ \MEDIUM � LOW \ \ \ \ LOW \ wk M O O N Q J ti O Q Q M N rml 18 11 I o 3 AS 11 I �� R®,& ACER PALMATUM 'SANGO-KAKU' / CORALBARK JAPANESE MAPLE B & B 2" CAL LOW 2 3 16 10 IV 3 Ev TRACT B I ! ����®���, ���� o � � AMELANCHIER X GRANDIFLORA AUTUMN BRILLIANCE' / SERVICEBERRY B & B 2" CAL MEDIUM W I J QqNOSCA"Q�W ARBUTUS X'MARINA' / STRAWBERRY TREE BOTANICAL / COMMON NAME EUONYMUS ALATUS 'COMPACTUS' / COMPACT BURNING BUSH EUONYMUS JAPONICUS 'AUREO-MARGINATUS' / GOLDEN EUONYMUS MAHONIA AQUIFOLIUM / OREGON GRAPE NANDINA DOMESTICA 'COMPACTA' / DWARF HEAVENLY BAMBOO RHODODENDRON X HOLDEN' / RHODODENDRON CONT. WATER USE 2 GAL. DROUGHT TOLERANT 2 GAL. DROUGHT TOLERANT 2 GAL. DROUGHT TOLERANT 2 GAL. DROUGHT TOLERANT 2 GAL. MEDIUM © 41 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER' / FEATHER REED GRASS 2 GAL SYMBOL QTY BOTANICAL / COMMON NAME GROUND COVERS ..... + . 957 ARCTOSTAPHYLOS UVA-URSI 'MASSACHUSETTS` / KINNIKINNICK 15,672 SF EROSION -CONTROL HYDROSEED W W W W W W W W 20,120 SF LAWN, TURFGRASS * STAKE AND GUY ALL TREES TWO GROWING SEASONS DROUGHT TOLERANT CONT. WATER USE SPACING 1 GAL. HYDROSEED SOD OR SEED DROUGHT TOLERANT 30" o.c. NOTE: THIS PLANT SCHEDULE IS FOR ONSITE PORTION ONLY. SEE SHEET L5 FOR OFFSITE PLAN AND PLANT SCHEDULE. 3 2 1 N0. PER CITY COMMENTS PER SITE, TREE PROTECTION PLANS PER CITY COMMENTS REVISION I LANDSCAPE PLAN INDEX SURVEYED: DESIGN TCR TCR 12/2/25 TCR 9/9/25 DRAWN. TCR TCR 8/4/25 CHECKED: imv BY DATE APPR APPROVED: TCR SCAM: 1 "=50' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1 see HORIZONTAL NAD 1983/2011 DATU M 1R/1v1 u CITY OF RENTON ["OR Planning/Building/Public Works Dept. J O J v � C � � 7 Z3 t •G 0 cm i Z i W N M C aO0ON is C ' >Q > j r. Ln a-,' N cO Mv W V � Y N "t r— R-436040 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENT ENGINEERING EHB:raly 02/05/2026 00 WN (D N CURRENT PLANNING 0 N AMorganroth O 02/05/2026 Z DATE.12/2/2025 z m LANDSCAPE PLAN INDEX / SCHEDULE 00 FIELD800K: HARMONY RIDGE PAGE: cc W ' DRAWING NO. ICHIJO USA, CO., LTD Q SH"u` L1 OF; 7 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 1= pp 0 c0 co Lu V 0 z 0 Q 2 n cn w c� 0 z 0 z 0 z Li Of cc m N N N X Of w m 0 m a U (/7 n N Ln N O CV E 0 0 J 00 N N N Q) c c 00 N N N / O 0 0 N N a_ uj um 11 N I 0 10' 20' 40' SCALE: 1 "=20' STORM WATER DETENTION FACILITY SEE CIVIL PROPOSED CONTOUR, TYP. U 0 J H W W 2 cn W W cn w z J U H a EXISTING — CONTOUR, TYP. SHRUBS AND GROUNDCOVER BETWEEN RETAINING WALLS PER RMC 4.4.040(C)2 TRACT B TREE RETENTION PROPERTY BOUNDARY LEGEND — RB EXISTING TREE TO BE RETAINED PROTECT DURING CONSTRUCTION EXISTING LANDSCAPING TO REMAIN ROOT BARRIER SEE DETAIL, SHEET L4 CEDAR SPLIT RAIL FENCE WITH REQ. SIGNAGE, SEE DETAIL SHEET L7 TREE PROTECTION FENCING SEE TREE RETENTION PLAN 10' W. STREET FRONTAGE LANDSCAPING, TYP. EROSION —CONTROL HYDROSEED GRADED OR DISTURBED AREAS, TYP. CEDAR SPLIT —RAIL FENCING WITH REQ. SIGNAGE, TYP. SEE DETAIL LANDSCAPE PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CT[DCCT C0(IAITA(`C 3 PER CITY COMMENTS TCR 12/2/25 2 PER SITE, TREE PROTECTION PLANS TCR 9/9/25 1 PER CITY COMMENTS TCR 8/4/25 NO. REVISION BY DATE APPR SURVEYED: DESIGNED: TCR DRAWN: TCR CHECKED: MV APPROVED: TCR SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M BOUNDARY Agaftk � IL CITY OF %4d RENTON Planning/Building/Public Works Dept. II 3 I I I i 3 I I I I I I 3 I I II I 3 j I I i 3 � 3 I 3 3 I 3 3 I 3 �W— I I STREET TREES 30' O.C., TYP. I -CENTER STREET TREES ON LIGHT POLE WHERE APPLICABLE, TYP. 1 I I W c W Q H cfl r r NO STREET TREE DUE TO EXISTING WATER LINE R-436041 of WASH/�, I� ���NDSCAP�P� J O J v � C _ 7 : t •� m C � i W �N N M i a 00 C4 is c: < LO i LO +.; f V mV W O � r Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL HBray 02/05/2026 ' ti N O N �i. co ti 0 CD CD N �i 7 W W N (D N CURRENT PLANNING N AMorganroth — O 02/05/2026 DATE. 12/2/2025 m LANDSCAPE PLAN FIELDBOOK: z0 O PAGE: HARMONY RIDGE DRAWING NO: ICHIJO USA, CO., LTD Q V 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHEET: L2 OF: 7 = Q0 co w Lu V `rr Z 0 75 2 00 m N N N v-= X W m O 0 U 12 N N O CV E Q 0 0 J 00 N N (714 �L Q) Q) c c a� 00 N N N co O 0 O N 1714 N I 0 10' 20' 40' SCALE: 1 "=20' CEDAR SPLIT -RAIL FENCING WITH REQ. SIGNAGE, TYP. SEE DETAIL TREE PROTECTION FENCING, TYP. SEE TREE RETENTION PLAN 10' W. STREET FRONTAGE LANDSCAPING, TYP. SHRUBS AND GROUNDCOVER BETWEEN RETAINING WALLS PER RMC 4.4.040(C)2 LEGEND o EXISTING TREE TO BE RETAINED ^ 0 PROTECT DURING CONSTRUCTION LANDSCAPE PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MATCHLINE SEE SHEET L4, DIV. A —.--A.L.-►ViL/l­6.-1161-------------------------------i— -Ih -----------------I---�.�--� 3 : cn II I III I 3 i ii I m 3 I11 I I II I m I I [I I f/f/1 III I II 3 I[I I I Il I 111 I m � I if I !R/1 3 I it I I [I I �II II ili —' mWW•— --w — W — yy — W:— W I I I II II 3 II II I II II I 3 I� I f1� I 111 . I I 111 � I I III I I II I I (I I I I I III I 111 I 2 I jl I STREET TREES 30' O.C., TYP. 11� ; I I I II I II I I II I I jI I I II I §® II I Io :, III :I t 111 I I II I I II I II I II II w—W—vJI—W W— W—W,i—W II II II II 'ti MIN. 15' CLEARANCE BETWEEN STREET TREE ,AND FRONT OF SIGN, TYP. II II II II II II II I III � WAS///[�/�o/� ®,&A I o o I II 3 i ii o I 0 III ���DScx'? I II -- In lu II II II II • PROPERTY BOUNDARY J II 3 Ili I 111. I II. ' I I I A, III W �W W—yy—Wii1�". I I—W—W— •� yI 1' I 3 III -III I II 3 II W 7 I. I I I I"I 3 II � M •� �ffww II III 1A I II i 0 3 I I II m V 3 it. I I l II 3 II II I II II II 3 II - III II R-436042 u c 7 m m j M (:3 0) N N Q LD L0 LO }T N 00 Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS 99 EXISTING LANDSCAPING TO REMAIN DEVELOPMENT ENGINEERING HBray 02/05/2026 ' RB RB ROOT BARRIER � CURRENT PLANNING SEE DETAIL, SHEET L4 ? AMorganroth 02/05/2026 SURVEYED: SCALE: DATE: "_ , HORIZONTAL. NAD 1983/2011 CITY 0 F LANDSCAPE PLAN 12/2/2025 CEDAR SPLIT RAIL FENCE WITH DESIGNED: 1 —20 a REQ. SIGNAGE, SEE DETAIL SHEET L7 3 PER CITY COMMENTS TCR 12/2/25 TCR oK: 2 PER SITE, TREE PROTECTION PLANS TCR 9/9/25 DRAWN, RENTON AGE: PPAGE: TCR ONE INCH DATUM ® HARMONY RIDGE DRAWING N0: 1 PER CITY COMMENTS TCR 8/4/25 CHECKED: Planning/Building/Public Works Dept. TREE PROTECTION FENCING Jmv AT FULL SCALE ICH IJO USA TD IF NOT ONE INCH , CO.,, SEE TREE RETENTION PLAN N0. REVISION BY DATE APPR APPROVED: TCR SCALE ACCORDINGLY 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 SHE ET' L3 °F- 7 ti N O LO N Ai, ti O CD N 00 W N (D N O N �0 Z Zm 0� LU Q cj .0 W 0 rr z 0 75 rr a 2 n cn w c� 0 z 0 Q z 0 z w Of 00 rn N N N Q) X V) I- w m O m a U cn 12 n N Ln N O CV N E 0 0 J 00 N N N c c 00 N N N / rn O O O N N a- PROPERTY BOUNDARY TREE PROTECTION FENCING, TYP. SEE TREE RETENTION PLAN LANDSCAPE PLAN DIV. C MATCHLINE SEE SHEET L4, DIV. B N J w w w Z J Q LANDSCAPE PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON PROPERTY BOUNDARY MATCHLINE SEE SHEET L4, DIV. C LANDSCAPE PLAN DIV. B CEDAR SPLIT -RAIL FENCING WITH REQ. SIGNAGE, TYP. SEE DETAIL LANDSCAPE PLAN DIV. A 3 PER CITY COMMENTS TCR 12/2/25 2 PER SITE, TREE PROTECTION PLANS TCR 9/9/25 1 PER CITY COMMENTS TCR 8/4/25 NO. REVISION BY DATE APPR SURVEYED: DESIGN TCR DRAWN: TCR CHECKED: imv APPROVED: TCR 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL: NAD 1983/2011 DATU M N I 0 10' 20' 40' SCALE: 1 "=20' CITY OF OR RENTON Planning/Building/Public Works Dept. LEGEND - RB EXISTING TREE TO BE RETAINED PROTECT DURING CONSTRUCTION EXISTING LANDSCAPING TO REMAIN ROOT BARRIER SEE DETAIL, SHEET L4 CEDAR SPLIT RAIL FENCE WITH REQ. SIGNAGE, SEE DETAIL SHEET L7 TREE PROTECTION FENCING SEE TREE RETENTION PLAN PROPERTY BOUNDARY STREET TREES 30' O.C., TYP. CENTER STREET TREES ON LIGHT POLE WHERE APPLICABLE, TYP. R-436043 of WASH/�, ���NDSCAP�P O t� C 7 4-J m � t Ln a a� m � M aCCDN N >a lfl L� > j un +_T N cr-0Y IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 02/05/2026 ' LANDSCAPE PLAN wk O 0 N Q J :1 0) W N CURRENT PLANNING N ON AMorganroth _ 02/05/2026 O HARMONY RIDGE ICHIJO USA, CO., LTD 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 Z DATE: 12/2/2025 z 00 FIEWBOOK: 00 PAGE: DRAWING NO. Cr LU Q t� SHEET: L4 OF: 7 0 (0 co Lu L1J rr Z 0 75 Q EX R/W LINE A QJ i TREE PROTECTION FENCING, TYP. SEE TREE RETENTION PLAN OFFSITE LANDSCAPE PLAN FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON \\ '\ \: \ \ MAINTAIN MIN. 10' HORIZ. CLEARANCE BETWEEN cn TREES AND UNDERGROUND UTILIITY LINES, TYP. 0 z 0 Q z 0 z LJ 00 N N N X w m O m a U (/7 n Ln N CV a7 E 0 0 J 00 N N N Q) c c / 00 N N N / 3 0 2 CD N 1 Wcl� NO. �Q) ail PLANNING CONDITION: THE APPLICANT SHALL INSTALL TEMPORARY IRRIGATION FOR THE NEW OFFSITE TREES FOR A MINIMUM OF TWO (2) YEARS IN ORDER TO ENSURE THEIR SURVIVAL. TEMPORARY IRRIGATION SHALL BE INSTALLED AND APPROVED BY THE DEPARTMENT PLANNING MANAGER PRIOR TO PROJECT CLOSEOUT. OFFSITE— PROPERTY BOUNDARY PER CITY COMMENTS PER SITE, TREE PROTECTION PLANS PER CITY COMMENTS REVISION \ \ \ 0 \ .. ... SURVEYED: DESIGNED: TCR TCR 12/2/25 TCR 9/9/25 DRAWN. TCR TCR 8/4/25 CHECKED: JMV BY DATE APPR APPROVED: TCR N 0 15' 30' 60' SCALE: 1 "=30' PLANT SCHEDULE OFFSITE SYMBOL QTY BOTANICAL / COMMON NAME REPLACEMENT TREES LEGEND 0 EXISTING TREE TO BE RETAINED PROTECT DURING CONSTRUCTION TREE PROTECTION FENCING SEE TREE RETENTION PLAN CONT. SIZE WATER USE • 15 PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B LARGE TREE, 2 TREE CREDITS EACH " STAKE AND GUY ALL TREES TWO GROWING SEASONS 6' MIN. HT. LOW NOTE: THIS PLANT SCHEDULE IS FOR OFFSITE PORTION ONLY. SEE SHEET L1 FOR ONSITE PLAN AND PLANT SCHEDULE. OFFSITE TREE RETENTION AND REPLACEMENT SEE TREE RETENTION PLAN IN CIVIL SET FOR TREE RETENTION INFORMATION. 29 REPLACEMENT TREE CREDITS REQUIRED SOURCE: FINAL TREE PROTECTION PLAN BY WASHINGTON FORESTRY CONSULTANTS, INC. DATED 8/21/2025 FOR TREE PROTECTION INFORMATION. \ • \ tk SCALE: O 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19W HORIZONTAL: NAD 1983/2011 DATU M CITY OF RENTON Planning/Building/Public Works Dept. %; I� mks JJ' A ���NDSCAP�P� J O J v � C _ 7 � r •� 0 m C � i W (V � M a000N m Q : L0 i L0 a-+ f V mV W O or-0r Y N R-436044 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ti N O LO N Ai, HBray 02/05/202600 rLu N V C04 URRENT PLANNING 0 N AMorganroth I EE O 02/05/2026 Z DA12/2/2025 z m OFFSITE LANDSCAPE PLAN FIELDBOOK: 00 PAGE: 5 HARMONY RIDGE DRAWING N0:LU ` ICHIJO USA, CO., LTD S"E� L5 °F 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 ` 7 2 m O (0 co 0 w Lij 0 Z 0 G rr Q cn w 0 0 z 0 m Q z 0 z w 00 rn N N N X In m w m 0 m a U cn 00 rn N N N o, Q) c i 00 N N N i :n 0 0 0 N N IZ aL. LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 30-DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 30-DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 30 DAYS FOLLOWING STORE OPENING. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. SUBMITTALS: SUBMIT THE FOLLOWING TO THE LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO THE START OF ANY WORK: A) DOCUMENTATION THAT ALL PLANT MATERIAL HAS BEEN ORDERED. B) TOPSOIL ANALYSIS AND RECOMMENDED AMENDMENTS. C) TREE STAKING AND GUYING MATERIALS. D) ONE (1) QUART SIZE OF TOPSOIL AND MULCH. E) PLANTING SCHEDULE INCLUDING DATES AND TIMES. F) MAINTENANCE INSTRUCTIONS FOR ONE (1) FULL YEAR. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1, SIZED IN ACCORDANCE WITH (AAN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL LINE; "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER IS THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR "Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. D) LABEL AT LEAST ONE (1) TREE, SHRUB, AND GROUNDCOVER OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAMES. E) DELIVER PLANT MATERIAL AFTER PREPARATION OF PLANTING AREAS HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX (6) HOURS AFTER DELIVERY, SET MATERIAL IN SHADE, PROTECT FOR WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOT BALLS MOIST BY COVERING WITH MULCH, BURLAP OR OTHER ACCEPTABLE MEANS OF RETAINING MOISTURE. SOIL PREPARATION: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTILIZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO A SOIL TESTING LABORATORY. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. LANDSCAPE NOTES AND DETAILS FOR HARMONY RIDGE A PORTION OF SECTION 20, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON C) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -9 INCHES IN LANDSCAPE AREAS OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL, AMENDMENTS, AND MULCH. 6" IMPORTED TOPSOIL FOR LANDSCAPE BEDS. PRUNE DAMAGED TWIGS AFTER PLANTING 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED 3. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL. NOTE: 4. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. LANDSCAPE AREAS. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH D) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS. 2. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. MULCH (TOPDRESSING): ONE -HALF -INCH (1/2") SIZE, TO ONE -QUARTER (1/4"), HEMLOCK/FIR BARK. FINE TEXTURED AND DARK BROWN IN COLOR. STAKES: 2-INCH DIAMETER BY 8-FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1-INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. EXECUTION: CONTAMINANTS: VERIFY THAT ALL SOIL CONTAMINANTS (E.G., PAINT, SEALANTS, SOLVENTS, OILS, GREASES, CONCRETE/ASPHALT SPOILS, ETC.) HAVE BEEN SATISFACTORY REMOVED FROM ALL PLANTING AREAS. DO NOT BEGIN WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. FINISH GRADES: FINE GRADE AND REMOVE ROCKS, DEBRIS, AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS AND 1-INCH BELOW CURBS, WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL LAWN AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. MOISTEN PREPARED AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. MATCH DEPTH OF EXISTING MULCH. AT A MINIMUM, APPLY SUFFICIENT QUANTITY TO PROVIDE A 4-INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8-FOOT SEPARATION OF TREES/SHRUBS AND 2-FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. CLEANUP AND PROTECTION: DURING LANDSCAPE WORK, KEEP ALL PAVEMENT CLEAN AND WORK AREAS IN AN ORDERLY CONDITION. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIOD. TREAT, REPAIR, OR REPLACE DAMAGE LANDSCAPE WORK AS DIRECTED BY THE OWNER. PLANTING MAINTENANCE: PROVIDE FULL MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLERS. CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABLISHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER LAWN ESTABLISHMENT. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. HOLD PLANTS FROM EDGE OF PLANT AS NOTED ON F BED LINE EDGE CURB/WALK - PLANT MATERIAL SPACING DETAIL NOT TO SCALE SPACING AS CALLED OUT ON PLAN/PLANT LIST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING LAWN PLANTING; PROVIDE 3' D "NO GRASS" TREE RING AND 2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM TRUNK 8" TO 10" FINISH GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REMOVE ALL WRAP, TIES, AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1 " MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE t ° @REPARED PLANTING BED NOTE: < REMOVE CONTAINER & WORK ROOTS ° FREE OF SOIL. BACKFILL TO BE SETTLED USING WATER ONLY SEE PLANT LIST FOR PLANT SPACING SHRUB - PRUNE AS DIRECTED BY LANDSCAPE ARCHITECT HOLD MULCH FROM STEM MULCH LAYER 4" SAUCER FOR WATERING BACKFILL TO BE A MIX OF TOPSOIL, FERTILIZER, AND PEAT MOSS SCARIFY ROOTBALL ON CONTAINER MATERIAL. REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL DUST ROOT BALL WITH ROOT GROWTH HORMONE 3x THE ROOTBALL DIAMETER NOTE: z APPLY ADDITIONAL 4 OZ. 8-32-16 FERTILIZER INTO TOP 2" OF PLANTING MIX. CO PLANT SHRUB HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL. ROUGHEN ALL SURFACES OF PIT. CUT AND REMOVE BURLAP FROM ROOT BALL SHRUB PLANTING DETAIL NOT TO SCALE (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1 /2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE TO BE PLUMB 3" DEEP SAUCER FOR WATER MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PIT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER BACKFILL - ° ONLY; NO FERTILIZER IN PLANTING PIT. �-, WORK PERIMETER ROOTS FREE OF NURSERY BALL. �- BALL & PIT TO BE COURSELY SCARIFIED. LESS THAN 1 GAL 1 GAL CONTAINER and LARGER ( PLANTED BEFORE MULCH) ( PLANTED BEFORE MULCH ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE FINISH GRADE AT — 4:1 SLOPE MAXIMUM 2% SLOPE MINIMUM CURB PER CIVIL - DRAWINGS (WALK SIMILAR) 1" MAX. MULCH LAYER TOPSOIL AS SPECIFIED FINISH GRADE AT 3:1 SLOPE MAXIMUM 10:1 SLOPE MINIMUM PREPARED SUBGRADE 1" MAX. CLEAR SIDEWALK LAWN CONDMON MULCH CONDMON (CURB SIMILAR) PLANTER SECTION DETAIL NOT TO SCALE SURVEYED: DESIGN 3 PER CITY COMMENTS TCR 12/2/25 TCR 2 PER SITE, TREE PROTECTION PLANS TCR 9/9/25 DRAWN TCR 1 PER CITY COMMENTS TCR 8/4/25 CHECKED: NO. REVISION BY DATE APPR imv APPROVED: TCR ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL NAD 1983/2011 DATU M 4WD EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE MULCH AT CURB DETAIL NOT TO SCALE CITY OF PRI RENTON Planning/Building/Public Works Dept. MULCH LAYER 1 " MAX. TOP OF CURB TO TOP OF MULCH M111111-0.1 R-436045 Mill �u ��NDSCAP�P J uJ � C � � 7 Z3 t 0 0 Ln a- c Z i W c: N N M V7 C accoN is c>Q� m N 'A > j un a-,' N cv M W O V r— a) Y N IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ti N O Ln N wk M qq r O O O N Q J O ti O CD M N HBray 02/05/202600 W N (D N CURRENT PLANNING AW& 0 N AMorganroth O 02/05/2026 Z DA12/2/2025 z 00 LANDSCAPE NOTES AND DETAILS FIELDB00K: 00 PAGE: �A�^ Na HARMONY RIDGE u.l ' ICHIJO USA, CO., LTD Q �j 1406 140TH PL SE, SUITE 104, BELLEVUE, WA 98007 S"� L6 °F 7 = pp C F Li 0 a c c c c 4 S > U ❑ Li C ❑ f V 'n a N ti N N O O LO N Al Al M Co O O N Q M J t0 ti O O O N i 7 co W N (D N r) N nr 0 / Z Zm 0--) 5 LLI ir au • GENERALNOTES A. Rockery construction is a craft. The skill and experience of the builder will largely dictate the success of the construction. Ultimately, the responsibility for suitable rockery construction lies with the rockery contractor. B. A rockery is a protective system with respect to weathering and erosion processes on an exposed soil face. C. The degree of retention achieved is dependent largely on the size of rock used. Rockeries constructed using larger rocks tend to be more competent. DESIGN NOTES A. Reference: 1. Barghausen Consulting Engineers, LLC, Detailed Grading Plan, Job No. 22298, dated March 13, 2025 2. Earth Solutions NW, LLC, Geotechnical Engineering Study, updated July 3, 2023 B. The following design assumptions were used: • Internal angle of friction for retained soil = 38 degrees • Unit weight of retained soil = 125 pcf • Maximum total rockery height = 7 feet • Batter of rockery = 1 H : 6V • Site -modified peak ground acceleration = 0.719 g (per 2021 IBC; Site Class C) • Surcharge = None CONSTRUCTION NOTES A. All rocks should be sound, angular to sub -angular ledge rock that is resistant to weathering. B. Top rock and base rock widths shall be consistent with the detail provided on this sheet and the Rock Schedule below. Intermediate rock sizes (between the base rock and top rock) shall be appropriately incremented with respect to the overall rockery height and the required (minimum) rock widths. ROCK SCHEDULE Range of H (ft) Min. Top Width (in) Min. Base Width (in) H <_ 4.0 12 28 4.0<H<_6.0 14 36 6.0<H<_7.0 18 48 C. The keyway shall comprise a shallow trench of not less than 12 inches in depth. The keyway subgrade should be slightly inclined back toward the soil cut face. The competency of the keyway shall be confirmed by the Geotechnical Engineer using a small -diameter steel rod. D. The first course of rock should be placed on firm and unyielding soil, or onto the previously installed layer of crushed rock. Full contact between the rock and soil (or crushed rock surface, at the option of the contractor) should occur. E. Rocks should be placed to avoid continuous joint planes in vertical or lateral directions. Each rock should bear on two or more rocks below it, with good flat -to -flat contact. Rocks should be placed so that there is some bearing between flat rock faces rather than in or on spaces between the underlying rocks. The upper plane of each rock between courses (the top surface of rock) should slope back toward the soil cut face and away from the face of the rockery. F. The long dimensions of the rocks should extend back toward the cut face to provide maximum stability. G. Filter drain rock shall consist of 2- to 4-inch diameter, clean, angular rock (e.g., quarry spalls). Alternative filter drain rock material may be considered upon approval by the Geotechnical Engineer. Minimum thickness of the filter drain rock shall be consistent with the detail provided on this sheet. H. The drainage pipe discharge points shall be connected to an approved system. I. The slopes above and below the rockery shall be consistent with the detail provided on this sheet. Steeper slope inclinations must be approved by the Geotechnical Engineer. FIELD QUALITY CONTROL A. The Geotechnical Engineer shall be notified to observe cuts for the rockery on a periodic or full-time basis, as appropriate. Additional flattening of cuts may be recommended by the Geotechnical Engineer depending on the soil and groundwater conditions observed. Where native cuts do not expose competent native soil, additional excavation activities, as well as addition of reinforcement and compacted structural fill, may be necessary. B. Quality assurance shall include observation of the rockery construction for general compliance with the design drawings and specifications. At a minimum, quality assurance inspections shall include observation, testing, and/or documentation of the subgrade and keyway, filter drain zone, rockery thickness, placement and configuration on the rocks, batter, and sloped conditions (if any) at the top and toe of the rockery. C. The Owner may elect to complete additional quality control measures with respect to rock quality. Such measures may include testing to determine the following rock characteristics: adsorption, expansive breakdown, soundness, unconfined compressive strength, and bulk specific gravity. Rock quality testing should be completed in accordance with applicable ASTM or AASHTO standards, where applicable. MAINTENANCE & SERVICE NOTES A. Rockeries should be considered maintenance items that will require periodic inspection and repair and should therefore be located such that a contractor can access the rockery if repairs become necessary. B. The Geotechnical Engineer should be contacted to re-evaluate the rockery if any of the following conditions occur once the rockery is constructed: • Excavations (even if temporary) within H feet of the back (top) of the rockery • Excavations (even if temporary) within 2/3 H feet of the front (toe) of the rockery • Excavations (even if temporary) that penetrate into the zone of influence of the front (toe) of the rockery, which is bounded by a 45-degree line extending from the rockery toe • Removal of soil from the subgrade in front of the rockery • Adding load or surcharge within H feet of the back (top) of the rockery, including any increase to the rockery height • Forcing, directing, or otherwise causing surface or subsurface water to flow behind the rockery NOTES 1. Rockery alignment and heights to be established by Contractor / Surveyor. 2. Geotechnical Engineer to confirm Keyway stability, support characteristics, and overall stability prior to construction. Top Rock Width > (See Rock Schedule) > > > > ---------T 5 Wood or Chain Link Fence (by Others as Required) 6'-0" (Max.) 12" (Min.) Level Top Slope °°° oo°° 0 o °q co00 �°° o ° °o °o ' Sleeve o ° °o ° 0 (As Needed) _� o0 ° o .o ° o ° o o 1 ' 9°o°° ° ° °°o° o°e Rockery Height - ° ° o Lp o 0 ° ° H = 7' (Max.) _ 6 ,' °0°°°°° oo ° °o °o °° o °o °o °° Filter Drain Rock ° °o° ° ° ° (Extend along entire height ° ° °o° o ° of Rockery) °� °o°°°o°0°0 ' I °0°°006 Q°0°°o°° 0 o ° ° °°C 0 o � o° �.0° Dense Native Soil °° o° o ° o° (Geotechnical Engineer °��°o� to Confirm) Level Toe Slope ° ° o o'° . ° ° ° o °° °0 i - 0 0 0 °ao ° oe o °° o —_ 4" Perforated Drainpipe (On -Grade) 12" Base Rock Width Surround with Clean Rock (Min.) (See Rock Schedule) J. The rockery batter should be inclined at approximately 1 H:6V. The rockery shall not be 1Z Dense Subgrade inclined flatter that 1 HAV without approval from the Geotechnical Engineer. NOTE: Rockery Toe Backfill g must be placed during or (Geotechnical Engineer to Confirm) immediately after Rockery Construction. Client Ichijo USA Co., Ltd. Proj. No. 8888.02 Date 03/21/2025 Designed KDH Drawn MRS Checked KDH Approved KDH No. Date Revision EARTH SOLUTIONS NATIVE CUT ROCKERY DETAIL Geotechnical Engineering Environmental Services Earthwork Observation & Testing CESCL & Stormwater Services REDMOND 425-449-4704 PASCO 509-905-0275 SILVERDALE 360-722-5081 esnw.com NOT - TO - SCALE Rockery Design and Notes HARMONY RIDGE Renton, Washington I VELOPMENT ENGINEERING HBray 02/10/2026 ='D R-436047 Sheet No. W1 DESIGN NOTES Reference: 1. Barghausen Consulting Engineers, LLC, Detailed Grading Plan, Job No. 22298, dated March 13, 2025 2. Earth Solutions NW, LLC, Geotechnical Engineering Study, updated July 3, 2023 The following design assumptions were used: • Internal angle of friction for reinforced soil = 32 degrees (general design) • Unit weight of reinforced soil = 125 pcf (general design) • Maximum total wall height = 8.00 feet • Batter of wall = 1 H : 10V • Site -modified peak ground acceleration = 0.719 g (per 2021 IBC; Site Class C) • Surcharges (Where Applicable) = 3,000-plf Footing Strip Load 2H:1 V Top Slope TECHNICAL SPECIFICATIONS FOR MECHANICALLY STABILIZED LOCK + LOAD RETAINING WALLS GENERAL A. The work involves the supply and installation of mechanically stabilized earth (MSE) retaining walls. The Concrete Panels and Counterforts will consist of Lock + Load Stone. Counterforts and Geogrid are the types of soil reinforcement. The work will include, but is not limited to: • excavation to the grades shown on the civil drawings • supply and installation of geogrid reinforcement • supply and installation of drainage fill and piping • supply and installation of segmental Lock + Load Stones • supply and installation of retained and reinforced soil fill B. The walls shall be installed on undisturbed Native Soils or Structural Fill, as appropriate. MATERIALS A. Concrete Panels and Counterforts are locked together to form a "Stone". The retaining walls have been designed on the basis of Lock + Load Retaining Wall "Stones". "Stones" are to be purchased from a licensed Lock + Load manufacturer. The Lock + Load trademark on each pallet identifies Lock + Load products. B. Information on the purchase of Lock + Load products can be obtained through: Pacific LOCK + LOAD, Inc. Telephone: (503) 682-2868 Website: www.pacificlocknload.com C. Geogrid: Structural geogrid reinforcement shall consist of Miragrid 5XT or an alternative approved by the Geotechnical Engineer. D. Drainage Fill: Drainage Fill placed around and above the perforated drainage pipe shall consist of round or angular 3/4-inch to 1-inch clean rock. E. Face Gravel: 3/4-inch to 1-inch clean crushed rock or approved equivalent by the Geotechnical Engineer. F. Reinforced and Retained Soil: Suitable granular material approved by the Geotechnical Engineer. G. Leveling Course: The Leveling Course shall consist of angular, crushed aggregate with maximum size of 3/4 inch. The Leveling Course Fill may be single size or may be well graded containing a maximum of 5% passing the No. 200 sieve. EXECUTION A. Contractor shall excavate to the lines and grades shown on the construction drawings. The Geotechnical Engineer should observe the excavation prior to the placement of the leveling material or fill soils. B. Over -excavation of deleterious soils or rock shall be replaced with material meeting the specifications described in Materials Section "F" above. The material shall be compacted to 95% of ASTM D1557 (Modified Proctor) and shall be at (or slightly above) the optimum moisture content. C. The first course of concrete Lock + Load "Stones" shall be placed on the Leveling Course, and the alignment and level shall be checked. D. "Stones" shall be placed with the top of the panel level and parallel to the wall face. The Counterfort Base shall be installed horizontal and perpendicular to the face of the retaining wall. E. Geogrid shall be oriented with the highest -strength axis perpendicular to the wall alignment. F. Geogrid reinforcement shall be placed at the levels and to the lengths shown on the drawings and shall begin at the back of the Lock + Load Panels. G. The geogrid shall be laid horizontally in the direction perpendicular to the face of the retaining wall. The geogrid shall be pulled taut, free of wrinkles, and anchored prior to backfill placement on the geogrid. H. The geogrid reinforcement shall be continuous throughout respective embedment lengths. Spliced connections between shorter pieces of geogrid are not permitted. I. The drainage pipe discharge points shall be connected to an approved system. J. Reinforced and Retained Backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid. K. Reinforced and Retained Backfill shall be placed and compacted in lifts not to exceed 8 inches where hand -compaction equipment is used and not more than 12 inches where heavy compaction equipment is used. Compaction should occur over the tail of the Counterfort prior to areas away from the retaining wall. Hand -operated vibratory plate compaction equipment (700 lb. to 1,000 lb.) shall be used to compact the face gravel at wall face. L. Reinforced and Retained Backfill shall be compacted to 95% of the maximum dry density as determined by ASTM D1557 (Modified Proctor) or equivalent. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be at (or slightly above) the optimum moisture content. M. Hand -operated compaction equipment (700 lb. to 1,000 lb.) shall be used within 26 inches of the front face of the concrete facing. N. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. O. Rubber -tired equipment may pass over the geogrid reinforcement at speeds less than 5 mph. Sudden braking and sharp turning shall be avoided. P. At the end of each day of operation, the contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from the wall face. The contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. GEOTECHNICAL OBSERVATIONS & TESTING A. The Geotechnical Engineer shall be retained to provide observation and testing services during Lock + Load retaining wall construction. The Geotechnical Engineer shall be contacted, at least 48 hours prior to the start of wall construction and related grading activities, to observe Lock + Load wall installation on a full-time basis. B. Observations by the Geotechnical Engineer (or their representative) do not relieve the contractor of their responsibility to comply with the contract documents, including the notes, details, and specifications provided on these sheets. C. At a minimum, the Geotechnical Engineer shall be retained to observe and/or test the following: erosion control; excavation activities; subsurface drainage installation; soil bearing and subgrade/keyway competency; Lock + Load panel installation and wall batter; structural fill placement and compaction testing; and verification of proper geogrid strengths, lengths, and orientation. 6'-0" (Max.) Wall Height H = 8' (Max.) Fence 0,< (By Others) 1 10 pQ 4 a p4 v4va ° D4v�D -o 174 D 4 °a � 1 017 �Q a 4✓ d °°D a °°D Top Slope 2H:1V (Max.) 2 1� Geogrid Reinforcement (See Geogrid Schedule) Geogrid Laler 2 (etc.) a 4 Reinforced NOTES 1. Wall alignment and heights to be established by Contractor / Surveyor. 2. Geotechnical Engineer to confirm Keyway stability, support characteristics, and overall stability prior to construction. GEOGRID SCHEDULE (WEST OF TRACT A) M17wmmmiimm M==EEM ===OEM OMMEEM GEOGRID: A = Miragrid 5XT Retained Soil °oQoae4 p yx Soil ° ° D ° D 7 2.67' o a Drainage Blanket a ° o Qoa 4 (typ.) ° ° ° (As Necessary per o 17 Geotechnical Engineer) vo . Geogrid Layer 1 ° D G Level Toe Slope a ° Geogrid Length L�4ap° °oar D 4 NOTE: Geotechnical Engineer shall oa o Qoa °4 4 Q18" of Well -Compacted o o ° evaluate the need for Supplementary °a °4 o a {; Face Gravel{ ao 4a 4Drainage g Draina e behind the Reinforcement 44 4a QQQf{f�4 �Qo{�4}}Q o��4{4 oQao Qova4 / Zone during Construction. v4 v a °4Da d D a 4Da D ° 4B4 v/ aD ° v OJ e Q aif?�i}i4i{}I{f 4° _} ff° Mirafi 140N NOTE: Wall Toe Backfill must be placed 12" (Min.) =III —III —III Filter Fabric duringor immediate) after wall construction. __ = 4" Perforated Drainpipe y On -Grade (If Necessary per 4" - 6" Leveling Course ( ) Geotechnical Engineer) Surround with Clean Rock Client Ichijo USA Co., Ltd. Proj. No. 8888.02 Date 03/21/2025 Designed KDH Drawn MRS Checked KDH Approved KDH No. Date Revision MSE CONDITION WEST OF TRACT NOT - TO - SCALE EARTH SOLUTIONS 1Cd Geotechnical Engineering Environmental Services Earthwork Observation & Testing CESCL & Stormwater Services REDMOND 425-449-4704 PASCO 509-905-0275 SILVERDALE 360-722-5081 esnw.com 6'-0" (Max.) Wall Height H = 6.67' (Max.) Level Toe Slope Fence — (By Others) 1 10 GEOGRID • # of Panels Wall Height (feet) Geogrid Length (feet) Layers 1 2 3 3 4.00 6.00 A - - 4 5.33 7.00 A A - 5 6.67 7.00 A A - GEOGRID: A = Miragrid 5XT Level Top Slope 5' (Min.) Footing Setback I I I a v4D dD° ` Geogrid Reinforcement (See Geogrid Schedule) = III Retained 74 D Geogrid Layer 2 Soil 4 4 d v D°°� Reinforced ao 4 Q Qp 4 Q Q p 2 67' Soil Drainage Blanket o a ° 41 7, a (typ.) ° ° a I I (As Necessary per D4 q Geotechnical Engineer) a° °'- a vo o ° vo . Geogrid Layer 1 a o apM= o a ° ° a Geogrid Length Lb4 v°J 4 D G F NOTE: Geotechnical Engineer shall 18" of Well -Compacted ° evaluate the need for Supplementar a D a ooao oa4o''o a a a ate- G � Y ° °, v4 o a °dfff Face Gravel ea 17 Drainage behind the Reinforcement 4a a° 4'a'°fry°off°44 Q Q{v4{Q Qva}° Qva Zone during Construction. v ° v4 D a 4Da 4Da 4Da 4Da 4 v . Q D 4 p C1 a �a}}{{{{{{{{{{{{{{{ }l} { { s Mirafi 140N NOTE: Wall Toe Backfill must be placed 12" (Min.) =III —III —III Filter Fabric during or immediately after wall construction. ? _ = 4" Perforated Drainpipe (If Necessary per 4" - 6" Leveling Course (On -Grade) Geotechnical Engineer) Surround with Clean Rock MSE CONDITION BETWEEN LOTS 18 & 16117 NOT - TO - SCALE Lock + Load Wall Designs and Notes HARMONY RIDGE Renton, Washington DEVELOPMENT ENGINEERING HBray 02/10/2026 ='D R-436048 Sheet No. w2 b CONNECTING LOOP FRONT VIEW FAC'TNC, TFXTI IRF TOP VIEW LOOP STEEL NOTE: 1) MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS IS 5500 PSI 2) 6% AIR ENTRAINMENT 3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD 4) FACING TEXTURE AS SPECIFIED IN CONTRACT FACING TEXTURE "LOOP HEIGHT" RIGHT ANGLE DISTANCE FROM COUNTERFORT BEARING AREA ON 6.75"- CONNECTING LOOP BACK OF PANEL TO INSIDE OF LOOP TOLERENCE -o + .2s° 3 3/4" JECTING LOOP LOOP MATERIAL 204-115KSI- DIA..25"STAINLESS STEEL OR APPROVED EQUAL (MILD STEEL GALVANIZED-GALVAN) SIDE VIEW NOTE: (LOOP EMBEDMENT STAYS THE SAME FOR ALL TEXTURES) 6.�5t j CONNECTING LOOP BOTTOM VIEW NOTE: (MEASURED FROM BACK OF PANEL TO INSIDE RADIUS OF CONNECTING LOOP) LOCK + LOAD PANEL PLAN VIEW OBTUSE INSIDE CORNER Or) _1Or) r%C:t_-DCCC FILL BETWEEN OGRID PLAN VIEW ORTHOGONAL OUTSIDE CORNER 90 DEGREE PICTORIAL VIEW 0 EXTEND ALL GEOGRID/MESH (Min. 4" or 100mm +/- 1") vertically at the back of panel. Ensuring a 100% overlap connection surface and reinforcement gets to the back of the panel as per design parameters.. ACING GRAVEL, CRUSHED (well / gap graded) 3/4" MAX PARTICAL SIZE < 5% FINES SPECIFIED DESIGN SPECIFIC GEOGRID REINFORCED MSEW FILL BETWEEN OGRID PLAN VIEW OBTUSE OUTSIDE CORNER 90-180 DEGREES GEOGRID PLACEMENT (TYR) � 3.0" �~ 3.85" NOTES I = 1. All details on this sheet are manufacturer's details, 274"J IL-6.0" dated January 6, 2012. TOP VIEW REAR VIEW 2. ESNW offers no warranty, express or implied, regarding the manufacturer's details depicted on this sheet. Lock + Load wall manufacturer and/or Geotechnical Engineer (as appropriate) to be contacted if questions arise and/or if clarification is needed regarding these details during construction. Client Ichijo USA Co., Ltd. Proj. No. 8888.02 Date 03/21/2025 Designed KDH Drawn MRS Checked KDH Approved KDH No. Date Revision EARTH SOLUTIONS crn .75 CLEAR TO REBAR EIGHT SIDE VIEW Geotechnical Engineering Environmental Services Earthwork Observation & Testing CESCL & Stormwater Services REDMOND 425-449-4704 PASCO 509-905-0275 SILVERDALE 360-722-5081 esnw.com NOTE: 1) MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS 5500 PSI 42 mpa 2) 6% AIR ENTRAINMENT 3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD LOCK + LOAD COUNTERFORT Lock + Load Typical Details HARMONY RIDGE Renton, Washington PLAN VIEW ORTHOGONAL IINSIDE CORNER 90 DEGREE I VELOPMENT ENGINEERING HBray 02/10/2026 D, HoF- <vJ��. pE WA 734 ^1STER�� \� FSS/OVAL 03/21 /2025 R-436049 Sheet No. W3 6' FENCE OR PEDESTRIAN GUARD RAIL SPECIFIED BY ENGINEERING EMBED POST IN 6"-8" DIA PVC SLEEVE OR SONO TUBE 32" MIN 48" MAX OR SPCIFIED BY ENGIEER 6"-4" PVC SLEEVE SMALLER FENCEING OR HAND[ SPECIFIED BY ENGINEEF 8' ON CENTER SPACING FOR FENCE OR PEDESTRIAN GUARDRAIL BY OTHERS EMBED POST IN A 8" DIA PREINSTALLED NOTES 2ND COURSE OF COUNTERFORT APPROXIMATE O/C FENCE DETAIL 1. All details on this sheet are manufacturer's details, dated January 6, 2012. 2. ESNW offers no warranty, express or implied, regarding the manufacturer's details depicted on this sheet. Lock + Load wall manufacturer and/or Geotechnical Engineer (as appropriate) to be contacted if questions arise and/or if clarification is needed regarding these details during construction. Client Ichijo USA Co., Ltd. Proj. No. 8888.02 Date 03/21/2025 Designed KDH Drawn MRS Checked KDH Approved KDH No. Date Revision EARTH SOLUTIONS jCd FACING GRAVEL FOUNDATION MIN. 2'X6" (60OX150mm) - COMPACTED TO SPECIFICATION Geotechnical Engineering Environmental Services Earthwork Observation & Testing CESCL & Stormwater Services FACING GRAVEL - %4 CRUSHED, CLEAR or WELL GRADED ROCK WITH LESS THAN %5 FINES THRU A #200 SIEVE GEO GRID SPECIFIC CROSS SECTION FOUNDATION PAD FOUNDATION PAD 75"-0 +.25 �511� 5" I 1 — 1 r27 TOP VIEW LEFT OUSIDE CORNER STANDARD LOOP HEIGHT TOLERENCE -0 + .25 1„ 1 REDMOND 425-449-4704 PASCO 509-905-0275 SILVERDALE 360-722-5081 esnw.com SIDE VIEW rI U -j�� TOP VIEW RIGHT OUTSIDE CORNER TOP VIEW LEFT OUTSIDE CORNER NOTE: 1) MINIMUM CONCRETE COMPRESSIVE STRENGTH 5500psi AT 28 DAYS 2) 6% AIR ENTRAINMENT 3) 3 LBS STRUCTURAL FIBER PER CUBIC YARD 4) FACING TEXTURE AS SPECIFIED IN CONTRACT OUTSIDE CORNER Lock + Load Typical Details HARMONY RIDGE Renton, Washington I VELOPMENT ENGINEERING HBray 02/10/2026 D. HoF- pE WA 41Vsy%Yc9'L 734 /STER�� FSS�O NA1- 03/21 /2025 R-436050 Sheet No. W4