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HomeMy WebLinkAboutLND-10-0522Instrument Number: 20180111000472 Book:PLAT Vol: 281 Page: 26 Document:PLAT Record Date: 1/11/2018 11:01 AM Rec: $158.00 In King County, WA PLAT Rec: $158.00 pages:6 1/19/2018 11:01 AM KING COUNTY, WA A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA 17-000240 LN D 10-0522 11)x �►IVM[i��i KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREOF IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, , PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THE PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE, INCLUDING ANY COSTS OF DEFENSE CLAMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUBSURFACE WATER FLOWS WITHIN THIS SUBDIVISION. PROVIDED, THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, CERTIFY THAT WE HAVE ESTABLISHED A HOMEOWNER'S ASSOCIATION IN ACCORDANCE WITH THE WASHINGTON STATE LAW WHICH IDENTIFIES THE OWNERS OF EACH LOT OF THIS PLAT A MEMBER OF SAID HOMEOWNER'S ASSOCIATION EFFECTIVE AS OF MAY 17, 2017. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. THIS PLAT IS SUBJECT TO THE DECLARATION OF OVENANTS, CONDITIONS. AND RESTRICTIONS FOR CEDARCROFT RECORDED UNDER RECORDING NUMBER �® L ® 1II Mo4 � IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. TOLL WA LP, A WASHINGTON LIMITED PARTNERSHIP BY: TOLL WA GP CORP, A WASHINGTON CORPORATION ITS: GENERAL PARTNER BY: KELLY MIDSTAD ITS: DIVISION PRESIDENT CITY OF RENTON APPROVALS EXA I AND APPROVED THIS -!T--- -DAY OF 20 1 '6 PU LIC WORK A MI AT R CITY OF RENTON MAYOR E (NED AND PPROVEDIS DAY OF MAYOR 5f1Y C e � K ril- lj� . 20 CITY OF RENTON FINANCE ADMINISTRATOR CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS, AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED, DEDICATED FOR STREETS, ALLEYS OR FOR OTHER PUBLIC USE, ARE PAID IN FULL. THIS 2 AY OF4. / 201Y KING COUNTY APPROVALS STATE OF WASHINGTON ) jss COUNTY OF : na KING COUNTY FINANCE DIVISION CERTIFICATE I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT KELLEY MOLDSTAD SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE DIVISION PRESIDENT OF TOLL WA GP CORP, A WASHINGTON CORPORATION, THE GENERAL PARTNER OF TOLL WA LP, A WASHINGTON LIMITED PARTNERSHIP TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED: 64TAft M 15 20 -LI PRINTED NAME:df/izt4 M MrAA ✓ NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT MO APO P. MY APPOINTMENT EXPIRES g'01- 2b ZV LEGAL DESCRIPTION PARCEL A: THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 165.56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF, THENCE SOUTH 1'44'37" WEST 135.75 FEET; THENCE SOUTH 87'23'07" EAST 294.30 FEET; THENCE NORTH 8'22'30" WEST 138.27 FEET TO NORTH LANE OF SAID SUBDIVISION; THENCE NORTH 87'23'07" WEST 270 FEET TO THE POINT OF BEGINNING; (BEING KNOWN AS A PORTION OF TRACT 18 OF ECKSTROM'S ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL B: THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER DISTANT NORTH 1'44'37" EAST 30.01 FEET FROM THE SOUTHWEST CORNER THEREOF; THENCE SOUTH 86'54'29" EAST ALONG A LINE 30 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, 305.11 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 200 FEET, A DISTANCE OF 354.19 FEET TO A POINT OF TANGENCY; THENCE NORTH 8'22'30" WEST ALONG SAID TANGENT LINE 65.01 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 8'22'30" WEST 339.76 FEET TO THE NORTH LINE OF SAID NORTH HALF; THENCE NORTH 87'23'07" WEST 435.56 FEET TO THE NORTHWEST CORNER OF SAID NORTH HALF, THENCE SOUTH 1'44'37" WEST ALONG THE WEST LINE 331.51 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF; THENCE ALONG THE SOUTH LINE OF SAID NORTH HALF, SOUTH 87'08'48" EAST 495.30 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: THAT PORTION OF THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 165.56 FEET EAST OF THE NORTHWEST CORNER OF SAID NORTH HALF; THENCE SOUTH 1'44'37" WEST 135.75 FEET; THENCE SOUTH 87'23'07" EAST 294.30 FEET, THENCE NORTH 8'22'30" WEST 138.27 FEET TO NORTH LANE OF SAID SUBDIVISION; THENCE NORTH 8723'07" WEST 270 FEET TO THE POINT OF BEGINNING; €BEING KNOWN AS A PORTION OF TRACT 18 OF ECKSTROM'S ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF). PARCEL C: THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH BOUNDARY LINE OF SAID SECTION, WHERE IT IS INTERSECTED BY A LINE 560 FEET WEST OF, AS MEASURED AT RIGHT ANGLES TO, AND PARALLEL WITH THE EAST BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE, ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, NORTH 87'51'56" WEST 269.95 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE, AT RIGHT ANGLES THERETO, SOUTH 2'08'04" WEST 109.17 FEET TO A POINT OF CURVE; THENCE, ALONG A CURVE TO THE RIGHT WITH OF RADIUS OF 300 FEET, 116.57 FEET TO A POINT OF TANGENCY; THENCE, ALONG SAID TANGENT UNE, SOUTH 242350" WEST 91.66 FEET TO A POINT OF CURVE; THENCE, ALONG A CURVE TO THE LEFT WITH A RADIUS OF 300 FEET, A DISTANCE OF 171.59 FEET TO A POINT OF TANGENCY; THENCE ,ALONG SAID TANGENT LINE, SOUTH 872'30" EAST 193.86 FEET TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION, FROM WHICH POINT THE SOUTHEAST CORNER THEREOF BEARS SOUTH 8723'07" EAST A DISTANCE OF 878.20 FEET; THENCE NORTH 8723'07" WEST, ALONG THE SAID SOUTH BOUNDARY LINE, 435.56 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE, ALONG THE WEST BOUNDARY LINE THEREOF, NORTH 1'437" EAST 663.02 FEET TO THE NORTHWEST CORNER THEREOF, THENCE SOUTH 87'51'56" EAST 479.12 FEET TO THE TRUE. POINT OF BEGINNING; EXCEPT ROAD RIGHT OF WAYS, AND EXCEPT THE EAST 70 FEET OF THE WEST 100 FEET OF THE NORTH 140 FEET THEREOF (LYING SOUTH OF SOUTHEAST 144TH STREET). (ALSO BEING KNOWN AS A PORTION OF TRACT 4 IN EKSTROMS FIVE ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF) I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTIONS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE, ARE PAID IN FULL THIS DAY OF 20 MANAGER, FINANCE DIVISION DE' TY�'S1��� C:) & C-�® SHf�f�G�® KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS -l-K DAY OF MOVIOM0201 uvo l 1 -Syin KING COUNTY ASSESSOR ACCOUNT NUMBERS: 2323059044 2323059167 2323059099 I HEREBY CERTIFY THAT THIS PLAT OF CEDARCROFT IS BASED ON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.. THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY HEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT HAVE FULL COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. 52078%� .. ............... "'1.. .... J HN JOEL CAYTO CERTIFICATE. NO. DATE FILED FOR RECORD THIS DAY OF . .. .. ........................1 20. A• Z - AT ���`�/... M, IN BOOK .a ... ✓ OF ..................®• ......... AT PAGE .. y........ AT THEREQUEST OF............................................................................................................................... ........................................................................... MANAGER 9 Instrument Number: 20180111000472 Document:PLAT Rec: 5158.00 Page -2 of 6 Record Date:1/11/2018 11:01 AM King County, WA N;� CA I olki'm I klel A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, CITY OF RENTON, KING COUNTY, WASHINGTON LU A 17-000240 LND 10-0522 PRIVATE DRAINAGE EASEMENT NOTES THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS 'PRIVATE' HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACIL111ES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT, THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S) COST. PLAT NOTES 1. TRACT A, AN ACCESS TRACT, IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF PARCEL NUMBER 232305-9156, SAID PROPERTY LEGALLY DESCRIBED AS: THE EAST 70 FEET OF THE WEST 100 FEET OF THE NORTH 140 FEET, LYING SOUTH OF SOUTHEAST 144TH STREET OF THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH BOUNDARY LINE OF SAID SECTION, WHERE IT IS INTERSECTED BY A UNE 560 FEET WEST OF, MEASURED AT RIGHT ANGLES THERETO, AND PARALLEL WITH THE EAST BOUNDARY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE ALONG THE NORTH BOUNDARY LINE OF SAID SECTION, NORTH 87'51'56" WEST 269.95 FEET TO THE TRUE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE AT RIGHT ANGLES THERETO, SOUTH 2'08'04" WEST 109.17 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT OF RADIUS OF 300 FEET, 116.57 FEET TO A POINT OF TANGENCY; THENCE ALONG SAID TANGENT LINE, SOUTH 24'23'50" WEST 91.66 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE LEFT OF RADIUS OF 300 FEET, A DISTANCE OF 171.59 FEET TO A POINT OF TANGENCY; THENCE ALONG SAID TANGENT LINE, SOUTH 8'22'30" EAST 193.86 FEET TO A POINT ON THE SOUTH BOUNDARY LINE OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION FROM WHICH POINT THE SOUTHEAST CORNER THEREOF BEARS SOUTH 87'23'07" EAST A DISTANCE OF 878.20 FEET, THENCE NORTH 8723'07" WEST ALONG SAID SOUTH BOUNDARY LINE, 435.56 FEET TO THE SOUTHWEST CORNER OF SAID NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION; THENCE ALONG THE WEST BOUNDARY UNE THEREOF NORTH 1'44'37" EAST 663.02 FEET TO THE NORTHWEST CORNER THEREOF, THENCE SOUTH 87'51'56" EAST 479.12 FEET TO THE TRUE POINT OF BEGINNING. (BEING KNOWN AS THE EAST 70 FEET OF THE WEST 100 FEET OF THE NORTH 140 FEET OF TRACT 4 OF EKSTROMS FIVE ACRE TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF.) 2. TRACT B IS A STORM DRAINAGE TRACT, UPON THE RECORDING OF THIS PLAT, TRACT B IS HEREBY GRANTED AND CONVEYED TO THE CEDARCROFT HOMEOWNER'S ASSOCIA11ON (HOA). AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER, AND ACROSS TRACT B FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS ON FILE WITH THE CITY OF RENTON. THE CITY OF RENTON HAS THE RIGHT TO ENTER SAID STORM WATER EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND REPAIRING ITS DRAINAGE FACILITIES CONTAINED THEREIN. ONLY THE CHAIN LINK FENCE, FLOW CONTROL, WATER QUALITY TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR ACCEPTANCE AND MAINTENANCE BY THE CITY (SEE EASEMENT PROVISION 14). 3. TRACT C, A TREE RETENTION TRACT, IS HEREBY GRANTED AND CONVEYED TO THE CEDARCROFT HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. THE CEDARCROFT HOMEOWNERS ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT EXCEPT FOR THE DRAINAGE FACILITIES WITHIN WHICH ARE OWNED BY THE CITY OF RENTON. THE DRAINAGE FACILITIES WITHIN SAID TRACT SHALL BE THE RESPONSIBILITY OF THE CITY OF RENTON. A PUBLIC DRAINAGE EASEMENT DEPICTED ON SHEET 6 IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR ACCESS AND MAINTENANCE OF THE DRAINAGE FACILITIES WITHIN SAID TRACT (SEE EASEMENT PROVISION 15). THE TREES WITHIN THE TRACT ARE TO BE LEFT UNDISTURBED AND MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT APPROVAL IN WRITING FROM THE CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT DEPARTMENT OR ITS SUCCESSOR AGENCY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING, INCLUDING THE 5 FOOT TRAIL ON SAID TRACT C SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 4. ALL STREET TREES WITHIN THE RIGHT OF WAY SHALL BE MAINTAINED BY THE CITY OF RENTON. STREET TREES LOCATED WITHIN LOT BOUNDARIES SHALL BE MAINTAINED BY THE CEDARCROFT HOMEOWNERS ASSOCIATION. 5. VEHICULAR ACCESS FOR LOTS 17 THROUGH 20 IS RESTRICTED TO THE PUBLIC ALLEY/UNNAMED ROAD, AND LOTS 01 THROUGH 08, AND LOTS 21 THROUGH 27 IS RESTRICTED TO 160TH COURT SE. ADDITIONALLY, THE FRONT YARDS AND FACADE/ELEVATIONS FOR LOTS 17 THROUGH 20 SHALL BE ORIENTED NORTH (SE 144TH STREET). 6. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS (R-3900) ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. FOR THOSE LOTS THAT ARE DESIGNATED FOR INDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH THE PLANS ON FILE. 7. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF TWENTY-FOUR (24) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS B AND C, PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. STORM DRAINAGE NOTES ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE', ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO ACTIVITIES SUCH AS CLEARING AND GRADING, FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES, PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. Lz4ISilz� M EASEMENT PROVISIONS THE EASEMENTS DEPICTED ON THE SHEET 6 EASEMENT DETAIL OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES SET OUT BELOW. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK; COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, OVER, UNDER, ACROSS AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY, AS SHOWN HEREON IN WHICH TO LAY, INSTALL, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AND TRACTS AT ALL 11MES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR LOCAL POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. A PUBLIC STORM DRAINAGE EASEMENT OVER THE ENTIRETY OF TRACT B IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR LOCATION AND MAINTENANCE OF A STORMWATER BIOSWALE AND INFILTRATION/DETENTION POND, AND ASSOCIATED PUBLIC STORM DRAINAGE FACILITIES LOCATED WITHIN SAID TRACT, TOGETHER WITH THE RIGHT TO INGRESS AND EGRESS FOR PURPOSES OF MAINTENANCE AND INSPECTION OF SAID STORMWATER BIOSWALE AND INFILTRATION/DETENTION POND, AND ASSOCIATED STORM DRAINAGE FACILITIES. 3. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 1 IS HEREBY GRANTED AND CONVEYED TO THE OWNER OF LOT 2. THE OWNERS OF LOTS 1 AND 2 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 4. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 4 IS HEREBY GRANTED AND CONVEYED TO THE OWNER OF LOT 3. THE OWNERS OF LOTS 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 7 AND 6 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 5 AND 6. THE OWNERS OF LOTS 5 THROUGH 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 6. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 9 AND 10 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 10 AND 11. THE OWNERS OF LOTS 9 THROUGH 11 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 13 THROUGH 15 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 14 THROUGH 16. THE OWNERS OF LOTS 13 THROUGH 16 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 8. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 18 AND 19 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 17, 18 AND 20. THE OWNERS OF LOTS 17 THROUGH 20 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 9. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 211S HEREBY GRANTED AND CONVEYED TO THE OWNER OF LOT 22. THE OWNERS OF LOTS 21 AND 22 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10. A 12 FOOT PRIVATE DRAINAGE EASEMENT SHOWN ON LOT 24 IS HEREBY GRANTED AND CONVEYED TO THE OWNER OF LOT 23. THE OWNERS OF LOTS 23 AND 24 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 11. A 15 FOOT PUBLIC SANITARY SEWER EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON, OVER, UNDER, ACROSS AND UPON THAT PORTION OF LOTS 9, 10, 27, AND TRACT B, FOR SANITARY SEWER FACILITIES. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE SANITARY SEWER FACILITIES WITHIN SAID EASEMENT. 12. A 15 FOOT PUBLIC WATER EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, OVER, UNDER, ACROSS AND UPON THAT PORTION OF LOTS 7 AND 8, FOR WATER FACILITIES. WATER DISTRICT NO. 90 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER FACILITIES WITHIN SAID EASEMENT. 13. A PUBLIC WATER EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO KING COUNTY WATER DISTRICT NO. 90, OVER, UNDER, ACROSS AND UPON THOSE PORTIONS OF LOTS 1 THROUGH 27 AND TRACT B, FOR WATER METERS AS DEPICTED ON SHEET 6. WATER DISTRICT NO. 90 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER FACILITIES WITHIN SAID EASEMENT. 14. A PUBLIC EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, OVER, UNDER, ACROSS AND UPON ALL OF TRACT B FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A PUBLIC STORM DRAINAGE SYSTEM, TOGETHER WITH THE RIGHT TO INGRESS AND EGRESS FOR SUCH PURPOSES. 15. A PUBLIC EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A PUBLIC STORM DI�'AINAGE SYSTEM OVER TRACT C AS DEPICTED ON SHEET 6, TOGETHER WITH THE RIGHT OF INGRESS AND EGRESS FOR SUCH PURPOSES. 16. A 3.50 FOOT LANDSCAPE EASEMENT OVER LOTS 1 THROUGH 8 AS SHOWN ON SHEETS 6 IS HEREBY RESERVED FOR AND GRANTED TO THE CEDARCROFT HOMEOWNERS ASSOCIATION. THE CEDARCROFT HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING WITHIN SAID EASEMENT. 17. A 5 FOOT PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOTS 5 THROUGH 7 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 6 THROUGH B. THE OWNERS OF LOTS 5 THROUGH 8 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE SANITARY SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE SANITARY SEWER FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 18. A 5 FOOT PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOTS 25 THROUGH 26 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 26 AND 27. THE OWNERS OF LOTS 25 THROUGH 27 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE SANITARY SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE SANITARY SEWER FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 19. A 5 FOOT PRIVATE SANITARY SEWER EASEMENT SHOWN ON LOTS 10 THROUGH 12 IS HEREBY GRANTED AND CONVEYED TO THE OWNERS OF LOTS 9 THROUGH 11. THE OWNERS OF LOTS 9 THROUGH 12 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE SANITARY SEWER FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE SANITARY SEWER FACIU11ES USED IN COMMON WITHIN SAID EASEMENT. 20. AN EASEMENT FOR AN ENTRY MONUMENT IS HEREBY GRANTED AND CONVEYED OVER LOT 17 AS DEPICTED ON SHEET 6 TO THE CEDARCROFT HOMEOWNERS ASSOCIATION. THE CEDARCROFT HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE FACILITIES WITHIN SAID EASEMENT. 21. A FIVE FOOT PUBLIC TRAIL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE CITY OF RENTON AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, OVER THAT PORTION OF TRACT C AS DEPICTED ON SHEET 5. Instrument Number: 20180111000472 Document:PLAT Rec: 5158.00 Page -3 of 6 Record Date:1/11/2018 11:01 AM King County, WA 91 0 A llA k INO NO] a A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LU A 17-000240 LND 10-0522 �- FOUND CITY OF RENTON CONTROL NO. 1852. PUNCHED 3" BRASS 2 SURFACE DISC. c'c5; VISITED JULY, 2016 � _ , oo`iG F C7 z O M w w D O cn Q d- m O o cfl O LO N O z N73'31,04 „W 2x67 4S Mks �Reo FOUND CITY OF RENTON CONTROL NO. 2127. CONCRETE MONUMENT WITH PUNCHED 1 1/2" BRASS DISC, DOWN 0.7' IN MONUMENT CASE. VISITED JULY, 2016. VICINITY MAP: NOT TO SCALE SE RENTON -MAPLEVALLEY ROAD 1. SECTION SUBDIVISION OF THE NORTHEAST QUARTER OF SECTION 23-23-05 BY MEAD GILMAN AND ASSOCIATES DATED MARCH 20, 1969 ON FILE WITH THE KING COUNTY ROAD SERVICES DIVISION'S MAP AND RECORDS CENTER. 2. THE PLAT OF BRIARWOOD SOUTH NO. 4 RECORDED IN VOLUME 91 OF PLATS, PAGE 74, UNDER RECORDING NUMBER 6596214. 3. THE PLAT OF BRIARWOOD SOUTH NO. 5 RECORDED IN VOLUME 93 OF PLATS, PAGE 16 UNDER RECORDING NUMBER 6719427. A LEICA 5 SECOND TOTAL STATION AND LEICA GPS SYSTEM WAS USED FOR THIS SURVEY. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-070. LO 4 O M PO 00 (6 r RESTRICTIONS OF RECORD TITLE INFORMATION IS FROM CHICAGO TITLE COMPANYS SUBDIVISION GUARANTEE 0099424-16 DATED MAY 15, 2017. 1. THIS SITE IS SUBJECT AN EASEMENT GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY FOR ELECTRIC TRANSMISSION LINES AS DISCLOSED IN INSTRUMENT NUMBER 3643263, DATED JANUARY 2, 1947. THE LOCATION CANNOT BE DETERMINED FROM THE RECORD DOCUMENT 2. THIS SITE IS SUBJECT TO A RESERVATION FOR THE USE OF THE PUBLIC FOR PUBLIC ROAD OVER THE EASTERLY 30 FEET OF THE PROPERTY HEREIN DESCRIBED, AS RESERVED IN DEED RECORDED UNDER KING COUNTY RECORDING NUMBER 3309830 AND IS SHOWN HEREON. 3. THIS SITE IS SUBJECT TO POSSIBLE PRESCRIPTIVE RIGHTS TO THE PUBLIC RESULTING IN LONG TERM USE AND MAINTENANCE BY KING COUNTY OF AN ASPHALT PATH AND LANDSCAPING ALONG AND EASTERLY PORTION OF SAID PARCEL C, AS DELINEATED ON SURVEYS BY DR STRONG CONSULTING, DATED SEPTEMBER 28, 2015 AND BY ESE CONSULTANTS, DATED AUGUST 29, 2016. 4. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS GRANTED BY NORTHERN PACIFIC RAILROAD AS DISCLOSED BY INSTRUMENT NUMBER 241250. THE LOCATION CANNOT BE DETERMINED FROM THE DOCUMENT 5. THIS SITE IS SUBJECT TO AN EASEMENT FOR INGRESS AND EGRESS AS DISCLOSED BY INSTRUMENT NUMBER 20131209000053, DATED DECEMBER 9, 2013 AND IS SHOWN HEREON. 6. THIS SITE IS SUBJECT TO AS EASEMENT GRANTED TO PUGET SOUND ENERGY FOR THE INSTALLATION AND MAINTENANCE OF UTILITY SYSTEMS AS DISCLOSED BY INSTRUMENT NUMBER 20170511001534. SAID EASEMENT LOCATION UNDER EASEMENT PROVISION NUMBER 1 ON SHEET 2. 7. THIS SITE IS SUBJECT TO ANY RIGHTS, INTERESTS, OR CLAIMS WHICH MAY EXIST OR ARISE BY REASON OF THE FOLLOWING MATTERS DISCLOSED BY SURVEY BY DR STRONG CONSULTING ENGINEERS, DATED SEPTEMBER 28, 2015, AND REVISED MAY 23, 2016: A. LOCATION OF A FENCE IN THE NORTHWESTERLY PORTION OF SAID PREMISES, THAT MEANDERS ON BOTH SIDES OF THE PROPERTY LINE ALONG THE EAST SIDE OF TAX PARCEL 232305-9156, AND ANY ADVERSE RIGHTS STEMMING THEREFROM. FENCE WAS REMOVED AND CONFIRMED ON AUGUST 29, 2016 BY ESE CONSULTANTS, AND IS SHOWN ON SHEET 2. B. POSSIBLE PRESCRIPTIVE RIGHTS TO THE PUBLIC RESULTING FROM THE LONG TERM USE AND MAINTENANCE BY KING COUNTY OF A STRIP OF LAND ALONG THE EASTERLY POR11ON OF SAID PREMISES, AS DISCLOSED BY RECITAL CONTAINED ON THE FACE OF SAID SURVEY C. LOCATION OF A FENCE AND GATE LYING NORTHERLY OF THE SOUTH PROPERTY UNE OF SAID PREMISES, AND ANY ADVERSE RIGHTS STEMMING THEREFROM N88°38'14"W 2617.67 CALCULATED 1308.84 30.00 WA " FOUND 4" SQUARE _-I I I f CONCRETE MONUMENT WITH PUNCHED 1 1/2" BRASS DISC, DOWN 0.6' 2SHEEnT 45 IN MONUMENT CASE VISITED JULY, 2016 TIE FROM r7 N SECTION 00 ori j i TO BOUNDARY M rn r. MEASURED 2617.73) I --n 1308.84 A9 I t9 I 19 37°39 '41 "W 1308.26 1307.82 mm FOUND CONCRETE MONUMENT WITH 3" BRASS DISK, DOWN 1.1' 0 IN MONUMENT CASE. o VISITED JULY, 2016 STAMPED T23N TIE FROM 14 1 13 SECTION SUB. --I-- TO BOUNDARY 23 1 24 R5E 1938 , L,wr,� ETS 5-,® TIE FROM o--- - LO SECTION SUB. n Lp 9 TO BOUNDARY o � zo s `� 821.99 0 0 N87°54' 14"W 1316.50 d g TIE FROM Lv c� SECTION Q TO BOUNDARY M U N87°39'41 "W 00 1319.10 0) N W 0 O - O `- z N86°57'35" 2637.33 CALCULATED SECTION BREAKDOWN PER REF. 1 CALCULATED POSITION. CORNER NOT SEARCHED FOR 1329.51 w Instrument Number: 20180111000472 Document:PLAT Rec: 5158.00 Page -4 of 6 Record Date:1/11/2018 11:01 AM King County, WA /�"' 1308.84 FOUND 4 SQUARE I CONCRETE MONUMENT WITH PUNCHED 1 1/2" j BRASS DISC, DOWN 0.6' 1 1 30.00 IN MONUMENT CASE. VISITED JULY, 2016 3.50 I ! I cV - g C4 y I 00 o 13.25 N89'03'15"W 100.00 OR I I rM o 21.95 co 0 I w z az q 9 0.25 a. 0 0.25 TP# 2.323059160 - >- n .--26.5' z a 1 MI G93 M 15.00 107'5058 v Cr- E�o 0.74 wo 0 CO f4 8,209 S.F. 0)on I td co z O CCI C04 a d' 0 co 0 ' g w N: I o -_ - - -- - 1 i' TP# 232.3059143 I I I I I I w) z W z1 �I lo- w %I'i 11 N m io Z LLJQW C_ zQ r0 a10 ?m A 93 1 1 1 ki ONO l9kel, a I A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA 17-000240 LN D 10-0522 FOUND 1/2" IRON PIPE WITH PLUG 12 AND BRASS PIN 0.1' EAST AND 0.2' i ! 1 BOYDSTONS 1ST NORTH OF CALCULATED INTERSECTION SE. 144TH STREET AKA ROAD NO. 135 PER I IADDITION VOL. 70, DOWN 1.6' IN MONUMENT CASE. KING COUNTY, TERRITORY OF WASHINGTON ROAD I t PG. 60, REC. NO, VISITED JULY, 2016 PETITION GRANTED AUGUST 9, 1884. HELD 30 5457354 -' - - - - FEET FOR HALF STREET RIGHT OF WAY PER FOUND 4X4 CONCRETE MONUMENT - - - FOUND 5/5" REBAR SECTION 7 OF THE ACTS OF THE LEGISLATIVE - - T- ` - - / ASSEMBLY OF THE TERRITORY OF WASHINGTON - FOUND CONCRETE AT PROPERTY CORNER I WITH 1/2" BRASS DISK WITH DIMPLE I MONUMENT WITH PASSED AT THE SIXTH REGULAR SESSION, DECEMBER 6TH, 1858 0 0.1' EAST OF CALCULATED INTERSECTION 3" BRASS DISK, N88*38'14"W 478.67 DOWN 1.0' IN MONUMENT CASE. _ DOWN 1.1' IN -- __ VISITED JULY, 2016 �� �� 830.17 MONUMENT CASE. FOUND 1" IRON PIPE 0.1' N. QUARTER CORNER TO NE. SECTION CORNER -2617.67 CALCULATED (MEASURED 2617.73) -- --� VISITED JULY, EAST OF PROPERTY CORNER FOUND 1/2" REBAR WITH SE 144TH STREET' (PUBLIC w FOUND 1/2" REBAR WITH I 2016. STAMPED CAP GEO-D 15025"1 T23N q " CAP "GEO-D 15025" - - - ��AT PROPERTY CORNER N88'38'14"W 378.45 ON PROPERTY LINE 14 II 13 87.00 87.00 1 I 23 1 24 ACCESS 87.00 72.44 �'s 953 S.F. pp I� o 23.00 RIGHT OF WAY O DEDICATION O n i; d� lo • TPS 232.305915604 � O16009 16025 o T O 0; 16031 of 16039 (0 ; F Z �t�p o 20 19 O M `° N I �� 12,240 S.F. w 12,185 S.F. w f8 f% d 4 ;n 12.130 S.F. 11,896 S.F. Z Z Z FOUND 1/2" REBAR WITH cion � ---33.5'-i-26.5'- 0 CAP 'GEO-D 15025 AT o LO I PROPERTY CORNER z o o r Z z co;M I co N 3.50' FOUND 1/2" REBAR C'4 N v WITH CAP "GEO-D oR 15025" AT PROPERTY N0956'45 -*E q g CORNER 1.00 " w NW38'14"W 70.00 87.00 87.00 0.25 ,� " U �- 64.5087.00 42.32 C8 G� / 10.5 _ _ 0.25 _ N89'03'15"W 406_.82 10.5 0.25 �0 153.00 10.5 ALLEY (PUBLIC) 253.82 10.5 -- - C9 N72 2 I "�.- 46, 5 ,y 60.00 95.00 25.50 FOUND 4X4 CONCRETE G st rIzIlb 112.32 G10 MONUMENT WITH 1/2" 1 � REBAR DOWN 0.4' IN 23.00 RIGHT OF WAY 14408 C12 MONUMENT CASE. DEDICATION f w 14411 wmVISITED_ JULY, _2016 8,128 S.F. 0 9,114 S.F. � 0 f8 UNDERL 80UNGARY / / ROAD CENTERLINE 00 to 14407 26.5 I 26.5 0 0 10,145 S.F. o J z M m �o Q)�� QJm • \.. 29 N89'03'1 5"W 100.00 13.25 1 1.•3.25 115.00 111.69 N � � 95.57 ---�.M / - A N89'03'15"W 131.12 21.95 / I 14419 0 2 0 14416 o f5- 00 8,000 S.F. 0 22 00 ^ 8,206 S.F. E�)o00 NWw 1 8,042 S.F. w v in 'n / 7 28 1 ] I - DEEDED TO KING COUNTY 2/3 y i REC. NO. 9109130494to 13.25 24/13 13.25 N89'03'15"W 100.00 TP# 2323059048 13.25 rM I I 21.95 co 0 I m 20.95 q 9 0.25 C 0 0.25 20 N89'03'15"W 95.57 n .--26.5' 26 5 -- 1 MI 123/24113.25 M 15.00 107'5058 I co E�o 0.74 co f4 8,209 S.F. 0)on I td co UjI I O I to C04 a d' 0 co 0 ' g w N: I o n I O i"', ZIr CD^ TP# 232.3059143 I I I I I I w) z W z1 �I lo- w %I'i 11 N m io Z LLJQW C_ zQ r0 a10 ?m A 93 1 1 1 ki ONO l9kel, a I A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA 17-000240 LN D 10-0522 FOUND 1/2" IRON PIPE WITH PLUG 12 AND BRASS PIN 0.1' EAST AND 0.2' i ! 1 BOYDSTONS 1ST NORTH OF CALCULATED INTERSECTION SE. 144TH STREET AKA ROAD NO. 135 PER I IADDITION VOL. 70, DOWN 1.6' IN MONUMENT CASE. KING COUNTY, TERRITORY OF WASHINGTON ROAD I t PG. 60, REC. NO, VISITED JULY, 2016 PETITION GRANTED AUGUST 9, 1884. HELD 30 5457354 -' - - - - FEET FOR HALF STREET RIGHT OF WAY PER FOUND 4X4 CONCRETE MONUMENT - - - FOUND 5/5" REBAR SECTION 7 OF THE ACTS OF THE LEGISLATIVE - - T- ` - - / ASSEMBLY OF THE TERRITORY OF WASHINGTON - FOUND CONCRETE AT PROPERTY CORNER I WITH 1/2" BRASS DISK WITH DIMPLE I MONUMENT WITH PASSED AT THE SIXTH REGULAR SESSION, DECEMBER 6TH, 1858 0 0.1' EAST OF CALCULATED INTERSECTION 3" BRASS DISK, N88*38'14"W 478.67 DOWN 1.0' IN MONUMENT CASE. _ DOWN 1.1' IN -- __ VISITED JULY, 2016 �� �� 830.17 MONUMENT CASE. FOUND 1" IRON PIPE 0.1' N. QUARTER CORNER TO NE. SECTION CORNER -2617.67 CALCULATED (MEASURED 2617.73) -- --� VISITED JULY, EAST OF PROPERTY CORNER FOUND 1/2" REBAR WITH SE 144TH STREET' (PUBLIC w FOUND 1/2" REBAR WITH I 2016. STAMPED CAP GEO-D 15025"1 T23N q " CAP "GEO-D 15025" - - - ��AT PROPERTY CORNER N88'38'14"W 378.45 ON PROPERTY LINE 14 II 13 87.00 87.00 1 I 23 1 24 ACCESS 87.00 72.44 �'s 953 S.F. pp I� o 23.00 RIGHT OF WAY O DEDICATION O n i; d� lo • TPS 232.305915604 � O16009 16025 o T O 0; 16031 of 16039 (0 ; F Z �t�p o 20 19 O M `° N I �� 12,240 S.F. w 12,185 S.F. w f8 f% d 4 ;n 12.130 S.F. 11,896 S.F. Z Z Z FOUND 1/2" REBAR WITH cion � ---33.5'-i-26.5'- 0 CAP 'GEO-D 15025 AT o LO I PROPERTY CORNER z o o r Z z co;M I co N 3.50' FOUND 1/2" REBAR C'4 N v WITH CAP "GEO-D oR 15025" AT PROPERTY N0956'45 -*E q g CORNER 1.00 " w NW38'14"W 70.00 87.00 87.00 0.25 ,� " U �- 64.5087.00 42.32 C8 G� / 10.5 _ _ 0.25 _ N89'03'15"W 406_.82 10.5 0.25 �0 153.00 10.5 ALLEY (PUBLIC) 253.82 10.5 -- - C9 N72 2 I "�.- 46, 5 ,y 60.00 95.00 25.50 FOUND 4X4 CONCRETE G st rIzIlb 112.32 G10 MONUMENT WITH 1/2" 1 � REBAR DOWN 0.4' IN 23.00 RIGHT OF WAY 14408 C12 MONUMENT CASE. DEDICATION f w 14411 wmVISITED_ JULY, _2016 8,128 S.F. 0 9,114 S.F. � 0 f8 UNDERL 80UNGARY / / ROAD CENTERLINE 00 to 14407 26.5 I 26.5 0 0 10,145 S.F. o J z M m �o Q)�� QJm • \.. 29 N89'03'1 5"W 100.00 13.25 1 1.•3.25 115.00 111.69 N � � 95.57 ---�.M / - A N89'03'15"W 131.12 21.95 / I 14419 0 2 0 14416 o f5- 00 8,000 S.F. 0 22 00 ^ 8,206 S.F. E�)o00 NWw 1 8,042 S.F. w v in 'n / 7 28 O i co N f3 jj 00 4 v M 8,659 S.F. 17 tO r. � 14436 8,738 S.F. 0 , N 24 ° � � 14439 o = -� O N W O N C' zo s ,j 8,067 S.F. w 1 0 0, p � 10.70 y o w o �R 61.33 !41 c2�' 74.84 62.17 w N C27 C26CA _ °' N80 5E 11 �\ _ _N89'03,15"_W 275.92 W SE 145TH ST (PUBLIC) .. 157.68 118.24 - - C51 `�_ N 4 3.50'c�'',. ® FOUND SURVEY MONUMENT AS NOTED 0 FOUND LOT CORNER AS NOTED • SET 1/2- REBAR WITH PLASTIC CAP STAMPED "LS 52078". SET LEAD AND TACK WITH WASHER "LS 52078" 9 off I ESMT SET 4X4 CONCRETE MONUMENT WITH BRASS DISK STAMPED "LS 52078" EASEMENT PROVISION NUMBER SHEET 2 FOUND SECTION CORNER AS NOTED FOUND QUARTER SECTION CORNER AS NOTED EASEMENT 14419 LOT ADDRESS SEE SHEET 5 FOR CONTINUATION LOTS 6 THROUGH 11, 26, AND 27 ARE REQUIRED TO HAVE GRINDER. PUMPS FOR SANITARY SEWER UNTIL CONNECTED TO GRAVITY SANITARY SEWER SYSTEM BASIS OF BEARINGS N01'25'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1" = 40 FEET 30.00 RIGHT OF WAY DEDICATION BRIAM OOD SOUTH NO. 4 VOL. 91, PG. 741 REC. NO. I 6596214 I CURB PLUG TABLE LOTS 0 S DISTANCE 1/2 13.25 2/3 13.25 3/4 13.25 24/13 13.25 N89'03'15"W 100.00 20.00 90'00 00 13.25 co o I 13.25 15/16 21.95 co 0 1 0.25 N89'03'15"W 105.35 20.95 q 9 0.25 C8 0 0.25 20 N89'03'15"W 95.57 Z. 22 13.25 14427 139.00 4 40 23 123/24113.25 C11 15.00 107'5058 I C12 E�o 0.74 C13 f4 8,209 S.F. 0)on I td co 0 8,000 S.F. O C04 0 ' g w N: o rr o i"', 23 CD^ --� 00 Ei) 00 ca Irn oo 8.008 S.F. co "' o O I c N89'03'15"W 100.00 13.25 --� C 1 !' N89'03'10"W 94.57 20.25 S13.25 N N89'03'15"W 96.15 0 J 14435 3.50' N O i co N f3 jj 00 4 v M 8,659 S.F. 17 tO r. � 14436 8,738 S.F. 0 , N 24 ° � � 14439 o = -� O N W O N C' zo s ,j 8,067 S.F. w 1 0 0, p � 10.70 y o w o �R 61.33 !41 c2�' 74.84 62.17 w N C27 C26CA _ °' N80 5E 11 �\ _ _N89'03,15"_W 275.92 W SE 145TH ST (PUBLIC) .. 157.68 118.24 - - C51 `�_ N 4 3.50'c�'',. ® FOUND SURVEY MONUMENT AS NOTED 0 FOUND LOT CORNER AS NOTED • SET 1/2- REBAR WITH PLASTIC CAP STAMPED "LS 52078". SET LEAD AND TACK WITH WASHER "LS 52078" 9 off I ESMT SET 4X4 CONCRETE MONUMENT WITH BRASS DISK STAMPED "LS 52078" EASEMENT PROVISION NUMBER SHEET 2 FOUND SECTION CORNER AS NOTED FOUND QUARTER SECTION CORNER AS NOTED EASEMENT 14419 LOT ADDRESS SEE SHEET 5 FOR CONTINUATION LOTS 6 THROUGH 11, 26, AND 27 ARE REQUIRED TO HAVE GRINDER. PUMPS FOR SANITARY SEWER UNTIL CONNECTED TO GRAVITY SANITARY SEWER SYSTEM BASIS OF BEARINGS N01'25'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1" = 40 FEET 30.00 RIGHT OF WAY DEDICATION BRIAM OOD SOUTH NO. 4 VOL. 91, PG. 741 REC. NO. I 6596214 I CURB PLUG TABLE LOTS 0 S DISTANCE 1/2 13.25 2/3 13.25 3/4 13.25 24/13 13.25 13/1420.25 20.00 90'00 00 14 1520.95 15/16 21.95 C6 1 0.25 23.56 8 0.25 q 9 0.25 C8 0 0.25 20 1.25 21 22 13.25 122423113.25 139.00 4 40 23 123/24113.25 C11 1 27 1 I 1 FOUND 4X4 CONCRETE MONUMENT WITH 1/2- REBAR DOWN 0.4' IN MONUMENT CASE. ,,�ISITED JULY, 2016 - - - CURVE RADIUS DELTA ANGLE ARC LENGTH Cl 25.00 43.56 44 19.1.7 C2 12.50 90.00 00 19.63 C3 20.00 90'00 00 31.42 C4 20.00 90'00 00 31.42 C5 20.00 90'00.00 31.42 C6 15.00 90'00 00 23.56 C7 15.00 87'20'40' 22.87 C8 160.00 8'12'26" 22.92 C9 149.50 16'06 49 42.04 C 10 139.00 4 40 23 11.34 C11 15.00 107'5058 28.23 C12 1270.00 0'09 26 0.74 C13 303.50 15'47 28 83.65 SE 145TH PLACE C14 303.50 6'28 18 34.28 C15 330.00 7'59 42 46.05 C16 330.0014'4101 84.57 C17 330.00 10.05 38 58.14 C18 342.00 6'48 21 40.62 C19 20.00 90'00'00" 31.42 C20 1176.50 4'-14-r2 �1 13.06 C21 1123.50 V 14'21 9.14 C22 20.00 85!45'39" 29.94 C23 20.00 94'14 21 32.90 C24 20.00 90'00 00 31.42 C26 126.5011 *25 22 3.14 C27 126.50 8'40 10 19.14 Instrument Number: 20180111000472 Document:PLAT Rec: 5158.00 Page -5 of 6 Record Date:1/11/2018 11:01 AM King County, WA I TP# 2323059/48 I ! ! ! a LOT 1 KING COUNT`( SHORT PLAT 873066 AFN 7804140883 ® _ I I ! I ! LOT .3 KING COUNTY SHORT PLAT 873065 AFS; 7804140883 TP# 2323059145 I� 3.50' r I � - M N C co I'n In f W W to C o z S10 b z rn 1 o a, N sW wO O 2 0 0 :2 A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA 17-000240 LND 10-0522 SEE SHEET 4 FOR CONTINUATIONX12"E �� - ` N8WO3'15"W 275.92- _$ _ _ SE 145TH ST (PUBUC) : N8�5''_ - z g 157.68 ro 118.24 w it r� 67.78 w 1 62.17 c3o �°c� i `� Oma. I 68.39 C29 C28 C y lr^ z m DEDICATION 14501rn 23.00 RIGHT OF WAYJ(01.25 ���lR> 0 107.49 14504 0 to f2 26.5' - _--33.5' Z JrIwQD8.342 N63 �,y5 q CURVATURE TO CENTERLINE 250) C31 S.F.°',,1Ln POINT OF CURVATURE 08,585 S.F.26.5' 20.00 85'45 39 26.5 0 8,338 S.F. w0 W PLO o 0 tc0c�20.25U„ 8.20 3.00 3.00 � 9 C36 376.50 2'59 28 o z 9,169 S.F. 376.50 1'14 53 8.20 C38 391.50 3'02 20 20.77 C39 5.00 48'4153 4.25 N89'03'15'W 111. 70.00 18'4153 22.84 0_� N89'0316"W 110.11 17.00 N80 51'12 E 101.39rn 8.81 C43 55.00 16'30'36" 15.85 C44 55.00 113'00 40 108.48 C45 st U W N N ® J L L 14517 N N88'08'50"W 7.13 r RIGHT OF WAY DEDICATION 14516 OR WIDTH VARIES0 14515 I , . 000, 26 8,512 S.F. O� CN 1 3.50' 6 8,095 S.F. o wi ..a 8,008 S.F. A ' N89'03'15"W 114.79 135 0 I C 13.,25 15.00 1 117.75 13.45-11 N89'03'15'W 115.002 N- W m O I 7 14527 o c0 in 10 � 14529 03. 8,122 = r � `� w � 8,122 S.F. a m 27 14528 to ^ '0 n 8,796 S.F. t z f0 I� d 9,990 S.F. 1 to t�! 1 ni ) d' o N89'03'15"W G�ti z ' _-� T�� 0 107.05 13.75 1 11.40 N89'03'15"W 89.51 V N89'03'15"W 131.99 13.45 1 114.01 -� 1 14603 O ���lR> 20.00 90'00'00" 107.49 C28 3l /� 5 o o CENTERLINE POINT OF 8 N63 �,y5 q CURVATURE TO CENTERLINE C C31 20.00 9414'21" POINT OF CURVATURE 0) 9,592 S.F. 20.00 85'45 39 29.94 C33 323.50 T47'1 1 co N89'03' 15"W V W PLO ' 4605 14605.:q- 8.20 3.00 3.00 � 9 C36 376.50 2'59 28 o z 9,169 S.F. N89'03'15"W 156.15 FOUND 1/2" REBAR WITH CAP 0.2' SOUTH OF PROPERTY CORNER TRACT C TREE PROTECTION AND RETENTION 34,735 S.F. �0 3 I A �� BRIAR PARK NO. 1 VOL. 105, PG'S. 56-57, REG, NO. 7712270701 ® FOUND SURVEY MONUMENT AS NOTED 0 FOUND LOT CORNER AS NOTED • 8 ESMT 14419 SET 1/2- REBAR WITH PLASTIC CAP STAMPED "LS 52078". SET LEAD AND TACK WITH WASHER "LS 52078" SET 4X4 CONCRETE MONUMENT WITH BRASS DISK STAMPED "LS 52078" EASEMENT PROVISION NUMBER SHEET 2 FOUND SECTION CORNER AS NOTED FOUND QUARTER SECTION CORNER AS NOTED EASEMENT LOT ADDRESS X45 iRj t0 L0 0 0 z 5 FOOT PUBLIC TRAIL LOTS 6 THROUGH 11, 26, AND 27 ARE REQUIRED TO HAVE GRINDER PUMPS FOR SANITARY SEWER UNTIL CONNECTED TO GRAVITY SANITARY SEWER SYSTEM BASIS OF BEARINGS N01'25'00"W BETWEEN CITY OF RENTON HORIZONTAL CONTROL POINTS 2127 AND 1852. GRAPHIC SCALE 40 0 40 80 (IN FEET) 1" = 40 FEET TRACT B STORM DRAINAGE 28,105 S.F. N89'03'15"W 219.83 471.06 N8754'1 4V 494.51 r 4 ! I IN N89'03'15"W 121.73 N61'54'11"W _/� NE 18.23 FOUND 1/2" REBAR WITH CAP 0.2' SOUTH OF PROPERTY CORNER 34.94 0"! 5"W I BRIARWOOD SOUTH ! NO. 4 VOL. 91, PG. 74, REC. NO. 6596214. 30.00 RIGHT OF WAY ! DEDICATION -FOUND 1" IRON PIPE 1.0' NORTH OF PROPERTY LINE AND 30.8' WEST OF 'PROPERTY CORNER ALONG ' PROPERTY LINE 19 BRIARWOOD SOUTH I NO. 5 VOL. 93, PG. I 16, REC. NO. 6719427 i � I Ln 011 1� SE 146TH PLACE 130.00 ROAD RESERVATION REC. NO. 3309830 1 1 1 3.50' 1 3.30 1 1 -26.5' 1 � 30.59 BOUNDARY LINE EXTENDED FOR DIMENSIONING ;1 FOUND 4X4 CONCRETE MONUMENT 1 WITH 2" BRASS DISK WITH PUNCH w 1 "10196" 0.1' IN MONUMENT CASE. 1 VISITED JULY, 2016 1 1 % CURVE RADIUS DELTA ANGLE ARC LENGTH C25 20.00 90'00'00" 31.42 C28 173.50 6'21 40 19.26 C29 173.50 3'43 53 11.30 C30 20.00 90'00 00 31.42 C31 20.00 9414'21" 32.90 C32 20.00 85'45 39 29.94 C33 323.50 T47'1 1 15.73 C34 323.50 1'27 09 8.20 C35 308.50 2'42 57 14.62 C36 376.50 2'59 28 19.66 C37 376.50 1'14 53 8.20 C38 391.50 3'02 20 20.77 C39 5.00 48'4153 4.25 C40 70.00 18'4153 22.84 C41 20.00 48'4153 17.00 C42 55.00 9' 10'37" 8.81 C43 55.00 16'30'36" 15.85 C44 55.00 113'00 40 108.48 C45 55.00 30' 14'43" 29.03 C46 155.00 86'47 25 83.31 C47 54.99 27'3109 26.41 C48 20.00 54'33'05" 19.04 C49 500.00 4' 14'21 36.99 C50 350.00 7 -14'2 �1 25.90 C51 150.00 10'05 33 26.42 CURB PLUG TABLE LOTS 0 S DISTANCE 5/6 13.25 6/7 13.25 7/8 13.75 TRC/B 11.75 SAC TRC/B 13.45 161 ST TRB 9 13.45 9/10 13.45 10/11 13.45 11/1220.25 12 25 13.35 25 26 13.25 26 27 13.25 RB 27 11.25 LINE BEARING DISTANCE L1 N38`01'52'W 14.49 L2 N66°02`32 W .2.98 - L3 N09"08'48"W 18.21 L4 N47°04'51 E 3.80 L5 N00°56'45"E 17.24 L6 N47°42 57 W 3.98 L7 N00°56'45' E 17.27 Instrument Number: 20180111000472 Document:PLAT Rec: $158.00 Page -6 of 6 Record Date:1/11/2018 11:01 AM King County, WA DIF jilp a A PORTION OF THE NE 1/4, OF THE NE 1/4, SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LUA 17-000240 LN D 10-0522 SE 144TH STREET (PUBLIC) 10.00 PUBLIC UTILITY ESMT (TYP.) EASEMENT DETAIL SHEET O EASEMENT PROVISION NUMBER SHEET CURVE RADIUS DELTA ANGLE ARC LENGTH C18 342.00 6°48 21 21 17.0 C35 308.50 2°42 57" 14.62 17.00 391.50 3°02'20" 20.77 C39 5.00 48°41 53 20 19 18 17 L6 N47°42'57' W 3.98 0 I � 117.27 12.00 PRIVATE DRAINAGE ---- - - - - -- 6-7' 7'6----'----- -ESMT - — — — — 7 -----___�i _ 6' 6' _ 10.00 PUBLIC UTILITY ESMT (TYP.) EASEMENT DETAIL SHEET O EASEMENT PROVISION NUMBER SHEET CURVE RADIUS DELTA ANGLE ARC LENGTH C18 342.00 6°48 21 40.62 C35 308.50 2°42 57" 14.62 C38 391.50 3°02'20" 20.77 C39 5.00 48°41 53 4.25 C40 170.00 18°41'53" 122.84 LINE BEARING DISTANCE L1 N38°01 52 W 14.49 L2 N66°02 32 W 2.98 L3 N09°08 48"W 18.21 L4 N47°04'51 "E 3.80 L5 N00°56 45"E 117.24 L6 N47°42'57' W 3.98 L7 I N00°56 45 E 117.27 GRAPHIC SCALE 60 0 30 60 60 ( W FEET ) 1 inch = 60 ft.