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Home My WebLink AboutERC_SEPA_Addendum_LUA09-052_Canyon_Terrace.docxDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT ADDENDUM TO ENVIRONMENTAL (SEPA) DETERMINATION OF NON-SIGNIFICANCE (DNS-M) – MITIGATED and DETERMINATION OF NON-SIGNIFICANCE (DNS) Pursuant to WAC 197-11-600(4)(c) and WAC 197-11-625 Addendum to the Werhman Preliminary Plat DNS and Fleuve de Voiles Preliminary Plat DNS-M for the Canyon Terrace Subdivision as Addended by the City of Renton (LUA09-025 and LUA09-052) Date of Addendum: February 3, 2020 Date of Original Issuance of SEPA Threshold Determinations: June 23, 2006 and November 9, 2006 Date of First Addendum to the Cogger Short Plat and Fleuve de Voiles Plats July 23, 2012 Proponent: Richmond American Homes – Barney Skochdopole Project Numbers: LUA09-052, LUA09-025 and C19004407 / King County Files L04P0002 and L04P0027 Project Names: Canyon Terrace Subdivision, Wehrman Preliminary Plat, Fleuve de Voiles Preliminary Plat, Cogger Short Plat Location: 12303-12333 SE 191st St and 18819-19017 124th Ave SE and 18847- 18915 123rd Pl SE, Renton, WA 98058 Lead Agency: City of Renton, Department of Community & Economic Development Review Process: Addendum to previously issued Determination of Non-Significance - Mitigated (DNS-M) and Determination of Non-Significance (DNS) Proposal / Purpose of Addendum: The original SEPA threshold determination for the Canyon Terrace Subdivision was issued by King County Department of Development and Environmental Services on June 23, 2006 and November 6, 2006 when it was referred to as the Wehrman Preliminary Plat (Exhibit 2) and Fleuve de Voiles Preliminary Plat (Exhibit 3), respectively. The Cogger Short Plat was abutting the Fleuve de Voiles Preliminary Plat to the south and was eventually combined with the Fleuve de Voiles Preliminary Plat and Wehrman Preliminary Plat abutting on the northern portion of the property following annexation into the City of Renton for a 72-lot Final Plat now known as Canyon Terrace. The Canyon Terrace Final Plat was recorded June 27, 2017 (Exhibit 4). Addendum to Environmental (SEPA) Review Page 2 of 4 February 3, 2020 Previous to recording the Canyon Terrace Subdivision, the site underwent construction to install infrastructure and to prepare the lots for construction of the future dwellings as is typical with a single-family development. Richmond Homes recently purchased Lots 3-7, 38-51, and 56-58 and further graded those lots without City authorization. Approximately 2,270 cubic yards of cut and 5,111 cubic yards of fill were moved on the above referenced lots. This grading activity was not part of the civil construction permit associated with the Canyon Terrace Subdivision and therefore City required the applicant to submit a new civil construction permit for the grading that had already occurred and to identify the retaining walls that would be needed (Exhibit 5). The project site is located in the Residential Low Density land use designation and Residential -4 (R-4) zoning district, however the subdivision was vested to R-6 zoning standards under King County development regulations. The unauthorized grading does not impact scope and scale of the approved residential subdivision. No changes to lot count, right-of-ways, or easements is proposed. The Fleuve des Voiles DNS-M included a mitigation measure related to a new intersection signal system at SE 192nd and 124th Ave SE, which the City of Renton Addendum modified at the request of the City of Kent (Exhibit 6). The modified mitigation measure for construct improvements along the site’s 192nd Ave SE frontage to the City of Kent standards has been completed. No mitigation measures were included on the Wehrman Preliminary Plat DNS. Analysis: It has been determined that the environmental impacts of the proposal we re adequately addressed under the analysis of significant impacts contained within the previously adopted DNS and DNS-M. Based on WAC 197-11-600(4)(c), the addendum process may be used if analysis or information is added that does not substantially change the analysis of significant impacts and alternatives in the existing environmental document. The proposal for the DNS and DNS-M issued for the Wehrman and Fleuve des Voiles Preliminary Plats now known as Canyon Terrace Subdivision would not change the analysis or impacts in the State Environmental Policy Act (SEPA) Review. The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197-11-600. This Addendum is appropriate because it contains only minor information not included in the original Determinations and there are no additional environmental impacts related to inclusion of the new information. DECISION: The City of Renton is hereby issuing a SEPA Addendum pursuant to WAC 197 -11- 600 to allow the DNS and DNS-M for Wehrman and Fleuve des Voiles Preliminary Plats to apply to the Canyon Terrace Subdivision Civil Construction Permit, C19004407 . Additional Information: If you would like additional information, please contact Matt Herrera, Senior Planner, City of Renton Planning Division, Department of Community & Economic Development at (425) 430-6593. Addendum to Environmental (SEPA) Review Page 3 of 4 February 3, 2020 There is no comment period for this Addendum, dated February 3, 2020 issued by the City of Renton Environmental Review Committee. Exhibits Exhibit 1: DNS Addendum Exhibit 2: Determination of Non-Significance (DNS) Wehrman Preliminary Plat Exhibit 3: Determination of Non-Significance (DNS-M) Fleuve des Voiles Preliminary Plat Exhibit 4: Canyon Terrace Subdivision Exhibit 5: Civil Construction Permit Sheets Exhibit 6: Addendum to Cogger Short and Fleuve de Voiles Plats AddendumtoEnvironmental(SEPA)ReviewPage4of4February3,2020ENVIRONMENTALREVIEWCOMMITTEESIGNATURES:PublicWrkfspartment02/03/2020DateCommunityServicesDepartmentC.E.“Chip”Vincent,AdministratorDepartmentofCommunity&EconomicDevelopment02/03/2020Date02/03/2020DateRickM.Marshall,AdministratorRentonRegionalFireAuthority02/03/2020Date LUA 16-000758 LND 10-0527 CANYON TERRACE CONFORMED COPY 20170627000835 CITY OF RENTON PLAT 173.00 PAGE-001 OF 008 06/27/2017 14:48 A PORTION OF THE S.E. 1/ 4 OF THE S. W. 1 / 4, OF SEC. 33, T23N, R5E, W.M. DEDICATION 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 THEREON IN 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 THIS 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, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF RENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIRS HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR WITHOUT THIS SUBDIVISION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOWS WITHIN THIS SUBDIVISION OR BY ESTABLISHMENT, CONSTRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION, PROVIDED THIS WA!\/ER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFa~SE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. THIS PLAT IS SUBJECT TO THE DECLARATION OF W'i.f;~~~TS.J-J_g~ITl~N~, AND RESTRICTIONS FOR SUMMIT HOMES UNDER RECORDING NUMBER ¢,V} .ftAg_Pi /CUV"{ 0 Le_ . THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. HANDS AND SEALS: SUMMIT FRENCHIES, LLC BY: SUMMIT HOMES OF WASHINGTON, LLC ITS: OPERATING MANAGER BY: BRYAN WHITE ITS: MANAGER ACKNOWLEDGEMENTS STATE OF \Ja,bi~-1:P:b COUNTY OF !Li~ ss ON THIS DAY PERSONALLY APPEARED BEFORE ME ~r~ ~ lr)hj;ti TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN ANDD EXECUTED THE· WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS ;::/;;;:'5;;;;::..:D~A;,,;.Y_O;,;F..;;~~~ioiiiiiiiii9l 20£1 . CHRISTINA GRAY SIGNATURE OF NOTARY: CL~ .Ji~ PRINTED NAME OF NOTARY: ( ha',t-J°r)t ii-41 RESIDING AT: _{),~~~!/Yl~------ MY APPOINTMENT EXPIRES: ~e/o2.o Notary Public State of Washington My Con,mission Expires l\,1ay 06, 20:1G ~,---,-------- LAND SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF SUMMIT HOMES IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 33, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE Mot\JUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND. c~ecw1r~ PAUL T. RICE, PLS# 40101 KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY PUBLIC USE, ARE PAID IN FULL. T t{~ DAY OFjUJ1f\t • 20 \::+--. KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED ~D APPROVED THIS J-7flc DA(1F r.__)4;.J< , /JOfl_. c_. Jo,n) ~/, WLsoL> /~ ~t:-f'\J-m0 {, ~tft,~>'f---<J? KING COUNTY ASSESSOR I DEPUTY KING COUNTY ASSESSOR RECORDING CERTIFICATE FILED FOR RECORD THIS ____ DAY OF _____ , 20 AT ____ MIN BOOK ___ OF AT PAGE AT THE REQUEST OF PAUL T. RICE. MANAGER SUPERINTENDENT OF RECORDS CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS 11!4' DAY OF SV NE , 2ofl_ . 1/1'J/lt~ ADMINI · A R CITY OF RENTON MAYOR r] ""DDAY oF --r.,.,..n '-, EXAMl~Ar, THIS ,'-.L _...J-=-""'~·•'-'-"-~-, 20--L..t.-. MAYOR CITY OF RENTON FINANCE DIRECTOR'S 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 CONTAl~E9. ~EDICATED FOR STREETS, l,LLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS ~DAY OF fv\~ , 20 \,.....\ . VfJtJ~ LEGAL DESCRIPTION PARCEL A: LOTS X, Y, AND Z, KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER L06L0093, RECORDED UNDER RECORDING NUMBER 20070419900019, IN KING COUNTY, WASHINGTON. TOGETHER WITH A NON-EXCLUSIVE EASEMENT FOR ROAD AS DISCLOSED BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 7808090599 AND 8805310993. PARCEL B: TRACT 5 OF NORTHWESTERN GARDEN TRACTS, DIVISION 5, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS, PAGE 90, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 150 FEET THEREOF, AS MEASURED ALONG THE SOUTH LINE OF SAID TRACT 5; TOGETHER WITH THE NORTHERLY 30 FEET OF THAT PORTION OF TRACT 5, OF SAID NORTHWESTERN GARDEN TRACTS DIV. NO 5, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TRACT 4 OF SAID NORTHWESTERN GARDEN TRACTS DIV. NO 5; THENCE SOUTH 1 '08'1 O" WEST ALONG THE WEST LINE OF SAID TRACT 5, A DISTANCE OF 120 FEET; THENCE SOUTH 39·34'39" EAST, 150 FEET; THENCE NORTH 1 ·05'·1 O" EAST, 150 FEET TO THE NORTH LINE OF SAID TRACT 5; THENCE NORTH 89'34'39" WEST ALONG SAID LINE, 103.38 FEET TO AN ANGLE POINT; THENCE SOUTH 0'25'21" WEST, 30 FEET; THENCE NORTH 89'34' 39" WEST, 46.89 FEET TO THE POINT OF BEGINNING. VICINITY MAP SE PETROVITSKY RD 43RD ST ~ 0 co i I I',.) Tl Ol 0 i -i I :c r, SITEf"'1 f"'1 !"Tl SE 188TH ST SE 192ND ST DATE: 05-11-2017 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07A: SCALE: N/A SHEET 1 of 8 LUA 16-000758 LND 10-0527 CANYON TERRACE VOL/PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, RSE, W.M. EASEMENTNOTES THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY GRANTED AND CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW: 1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, SOOS CREEK WATER AND SEWER DISTRICT, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGN A TED HEREON AS "UTILITY EASEMENT", WITH THE RESPECTIVE WIDTHS OF 5, 10 AND 15 FEET, WHICH ARE PARALLEL WITH AND ADJOINING THE STREET FRONT AGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERA TE AND MAINTAIN UNDERGROUND CONDUITS. CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, CABLE TV SERVICE, SEWER, WATER ANO PUBLIC ANO PRIVATE DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT All TIMES FOR THE PURPOSES STA TED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. ALL PUBLIC DRAINAGE EASEMENTS WITHIN THIS PLAT ARE HEREBY GRANTED ANO CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSES OF CONVEYING, STORING, MANAGING, l1ND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON TOGETHER 'MTH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR PURPOSES OF INSPECTING, OPERA TING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FAGILITIES CONTAINED THEREIN. 3. THE 5, 10, ANO 15 FOOT UTILITY EASEMENTS ADJOINING STREETS AND ALLEYS (SEE NOTE 1 ABOVE) CONTAIN PRIVATE STORM DRAINAGE SYSTEMS AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE AT THE CITY OF RENTON. THE MAINTENANCE OF THOSE PRIVATE STORM DRAINAGE SYSTEMS SHALL BE THE RESPONSIBILITY OF THOSE LOT OWNERS BENEFITING FROM SAID SYSTEMS. PLAT NOTES PUBLIC STORM DRAINAGE TRACT TRACT "B" IS A PUBLIC STORM DRAINAGE TRACT; UPON RECORDING OF THE PLAT, TRACT "B" IS HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNER'S ASSOCIATION (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, MANA.GING 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 STORMWA TER 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 FORMAL ACCEPTANCE AND MAINTENANCE BY THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING ON SAID TRACT "B" SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET IS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERTY TAXES. FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "B" PREVIOUSLY OWNED BY THE HOA AND HAYE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. SINGLE FAMILY BMP'S SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMEHT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED DRAINAGE STUDY AND PLANS NO. 3738 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON. COMPLIANCE WITH THIS STIPULATION MUST BE ADDRESSED IN THE "SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" WHEN ANY APPLICATION IS MADE FOR A BUILDING PERMIT FOR THE LOT. A SEPARATE DECLARATION OF COVENANT FOR FLOW CONTROL BMP'S WILL BE REQUIRED TO BE SUBMITTED WITH EACH BUILDING PERMIT. 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)'S COST. PIPE CONNECTION TO CITY STORM 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 OR ADDRESSES IN THE "SINGLE FAMILY RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW" ON FILE WITH THE CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED 'WITH THE APPLICATION FOR ANY BUILDING PERMIT. ALL CONNECTIONS TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE IN COMPLIANCE WITH CITY OF RENTON STANDARDS. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL. CITY OF RENTON DRAINAGE EASEMENT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE" ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSES OF CONVEYING, STORII\IG, 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 PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING ANO IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE: EXCEPT FOR THOSE 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(S). PUBLIC DRAINAGE EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: A) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS ANO OVERHANGS.) B) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. C) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. D) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT OF WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. E) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT OF WAY. F) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. G) GRADING ANO CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR IS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. 6Ql.Jlf...£R . .ERQ..TECTJON NOTICE, THE LOTS CREA TED HEREIN FALL WITHIN ZONE #2 OF REN TON'S AQUIFER PROTECTlON AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. THE TREES LOCATED IN TRACTS ''I'', • J", ANO "K" WERE MITIGATION TREES FOR THE REMOVAL OF TREES TO DEVELOP THE ROADS ANO OTHER IMPROVEMENTS OF THIS SUBDIVISION. REMOVAL OF ANY MITIGATION TREE WITHIN TRACTS "I", J", AND "K" SHALL COMPLY WITH THE CITY OF RENTON TREE REMOVAL REQUIREMENTS IN PLACE AT THE TIME ANY SUCH TREE IS REMOVED. EXISTING EASEMENTS AFFECTING PROPERTY 1) EASEMENT FOR ROADWAY, STREET, SIDEWALKS, UTILITIES, STORM DRAINS AND OTHER USES, RECORDED MARCH 18, 1974 UNDER RECORDING NO. 7403180427. SAID EASEMENT IS SHOWN HEREON 2) EASEMENT FOR ROADWAY AND UTILITY PURPOSES, RECORDED AUGUST 9, 1978 UNDER RECORDING NO. 7808090599. EASEMENT TO BE VACATED BY OWNER. 3) EASEMENT FOR INGRESS ANO EGRESS FOR ROAD AND UTILITIES, RECORDED MAY 31, 1988 UNDER RECORDING NO. 8805310993. EASEMENT TO BE VACATED BY OWNER. 4) AGREEMENT REGARDING ESTABLISHMENT OF EASEMENT FOR STORM WATER FACILITIES, DATED SEPTEMBER 27, 2013, UNDER RECORDING NO. 20130927001468. SAID DOCUMENT IS AN BLANKET AGREEMENT TO PLACE STORM. DRAIN FACILITIES ONTO THE KING COUNTY PARKS PROPERTY TO THE EAST OF THIS PLAT. 5) EASEMENT FOR ELECTRIC TRANSMISSION LINE GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, DA TED JULY 15, 1949, UNDER RECORDING NO. 3919394. SAID EASEMENT IS SHOWN HEREON 6) EASEMENT FOR WATER MAINS RECORDED MARCH 31, 1978 AND MAY 26, 1978 UNDER RECORDING NO'S 7803310031 AND 7805260190. SAID EASEMENT IS SHOWN HEREON 7) PUGET SOUND ENERGY EASEMENT RECORDED UNDER RECORDING NO. 20150501000626. BLANKET EASEMENT, NOT PLOTTABLE 8) EASEMENT FOR ENCROACHMENTS GRANTED TO THE OWNER OF LOT 1, KING COUNTY SHORT PLAT #'r(CP 582064 TRACT NOTES TRACT "A" IS A PRIVATE ALLEY TRACT; UPON THE RECORDING OF THIS PLAT, TRACT "A" IS HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACT "A" SHALL BE THE RESPONSIBILITY OF THE HOA. 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 EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT "A" PREVIOUSLY OWNED BY THE HOA AND HA VE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THE ENTIRETY OF SAID TRACT IS SUBJECT TO AN EASEMENT FOR UTILITIES AND PUBLIC FIRE ACCESS. PARKING IS PROHIBITED WITHIN SAID TRACT AND IT MUST REMAIN CLEAR OF ANY OBSTRUCTIONS. TRACT "8" AND "c" ARE STORM DRAINAGE TRACTS; UPON THE RECORDING OF THIS PLAT, TRACTS "B" AND "c" ARE HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER AND ACROSS TRACTS "8" AND "C" FOR MAINTENANCE OF THE STORM DRAINAGE FACILITIES WHICH LIE WITHIN THE TRACTS. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE PUBLIC OVER TRACT "C" FOR A PEDESTRIAN EASEMENT. MAINTENANCE OF THE PEDESTRIAN EASEMENT WILL BE THE RESPONSIBILITY OF THE HOA. 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 EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS "8'' AND "C" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACTS "o", ·c. "F". "G". AND "H" ARE 20· SHARED ACCESS EASEMENTS; UPON RECORDING OF THIS PLAT, TRACTS D", "E", 'r, "G", AND "H" ARE HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACTS SHALL BE THE RESPONSIBILITY OF THE HOA. 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 EIGHTEEN (18) MONTHS, THEN EACH LOT OBTAINING THEIR ACCESS TO THE PUBLIC ROADS OVER SAID TRACTS SHALL ASSUME AND HA VE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS "D", "E", "F", "G", AND "H" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THE ENTIRETY OF SAID TRACTS ARE SUBJECT TO AN EASEMENT FOR UTILITIES AND PUBLIC FIRE ACCESS. PARKING IS PROHIBITED WITHIN SAID TRACT AND IT MUST REMAIN CLEAR OF ANY OBSTRUCTIONS. TRACTS "I", "J", AND "K" ARE OPEN SPACE TRACTS; UPON THE RECORDING OF THIS PLAT, TRACTS "I", "J", AND "K" ARE HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). MAINTENANCE OF ALL IMPROVEMENTS AND LANDSCAPING ON SAID TRACTS "I", "J" AND "K" SHALL BE THE RESPONSIBILITY OF THE HOA. 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 EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS •1", "J" AND "K" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACT "L" IS A NATIVE GROWTH PROTECTION TRACT; UPON THE RECORDING OF THIS PLAT, TRACT "L" IS HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN THE TRACT AREA. THIS INTEREST SHALL BE FOR THE PURPOSE OF PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. THE EASEMENT IMPOSES UPON ALL PRESENT AND FU1URE OWNERS AND OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE UNDISTRUBED ALL TREES AND OTHER VEGETATION WlTHIN THE EASEMENT AREA. THE VEGETATION WITHIN THE EASEMENT AREA MAY NOT BE CUT, PRUNED, COVERED BY FILL, REMOVED OR DAMAGED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON. TRACTS "M" AND "N" ARE PEDESTRIAN ACCESS TRACTS; UPON THE RECORDING OF THIS PLAT, TRACTS "M" AND "N" ARE HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION (HOA). MAINTENANCE OF ALL LANDSCAPING ON SAID TRACTS "M" AND "N" SHALL BE THE RESPONSIBILITY OF THE HOA. 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 EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS "M" AND "N" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. REFERENCE DOCUMENTS 1) PLAT OF NORTHWESTERN GARDEN TRACTS DIV. NO 5, RECORDED IN VOLUME 47 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON 2) RECORD OF SUFNEY FOR RAVENNNA DEVELOPMENT LLC, RECORDED UNDER KING COUNTY RECORDING NUMBER 20080609900009 3) RECORD OF SURVEY FOR MARVIN WEHRMAN, RECORDED UNDER KING COUNTY RECORDING NUMBER 20080909900003 4) BOUNDARY LINE ADJUSTMENT NUMBER l06L0093, RECORDED UNDER KING COUNTY RECORDING NUMBER 20070419900019 5) BOUNDARY LINE ADJUSTMENT . NUMBER FOR RAVENNA DEVELOPMENT LLC, RECORDED UNDER KING COUNTY RECORDING NUMBER 20060711900004 6) PLAT OF AURIA WOODS, RECORDED IN VOLUME 220 OF PLATS, PAGE 78-92, RECORDS OF KING COUNTY, WASHINGTON 7) RECORD OF SURVEY FOR WASHINGTON FEDERAL, RECORDED UNDER KING COUNTY RECORDING NUMBER 20130321900001 8) PLAT OF GOLDEN HILLS, RECORDED IN VOLUME 104 OF PLATS, PAGE 98, RECORDS OF KING COUNTY, WASHINGTON 9) BOUNDARY LINE ADJUSTMENT NUMBER FOR MA TT BERNTSON, RECORDED UNDER KING COUNTY RECORDING NUMBER 20060411900021 10) SUBDIVISION GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, CERTIFICATE NO. 0019183-06, DA TED OCTOBER 28, 2016 11) PLAT OF KELSEYS CROSSING, RECORDED IN VOLUME 266 OF PLATS, PAGES 32-34, RECORDS OF KING COUNTY, WASHINGTON SURVEY NOTES THIS SURVEY WAS PERFORMED FROM DECEMBER, 2013 TO OCTOBER, 2016. ALL MONUMENTS SHOWN HEREON AS FOUND MONUMENTS WERE VISITED DURING THE COURSE OF THAT SURVEY. MEASUREMENTS WERE MADE WITH A TOPCON 8205 TOTAL STATION CALIBRATED AT AN N.G.S. BASELINE WITHIN THE LAST YEAR, AND A HIPER+ GPS UNIT. PROCEDURES USED IN THIS SURVEY WERE FIELD TRAVERSE MEETING OR EXCEEDING STANO ARDS SET BY WAC 332-130-090. BASIS OF BEARING: NORTH 89"33'09" WEST, BETWEEN THE SOUTH QUARTER CORNER OF SECTION 33 AND THE SOUTHWEST CORNER OF SECTION 33, PER REFERENCE DOCUMENT # 11 DATE: 05-11-2017 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 BY: PROJECT FILE No.: SCALE: 2 JNM No.: 13586.01 , S306-07B' N A SHEET of 8 VOL/PAGE LUA 16-000758 CANYON TERRACELND10-0527 A PORTION OF THE S.E. 1/4 OF THE s.w. 1/4, OF SEC. 33, T23N, RSE, W.M. . .... . . .. FLOW CONTROL BMP'S LOT ADDRESSING TABLES LOT ADDRESSING TABLES MAX. IMP. LOT # HOUSE # ROAD NAME LOT# HOUSE# ROAD NAME MAX. IMPERVIOUS ALLOWED PER '--· 19025 124TH AVENUE SE119109124THAVENUESE37 LOT AREA SURFACE ALLOWED REDUCED 2 19103 124TH AVENUE SE 38 19017 124TH AVENUE SE LOT # (SQUARE FEET) BY ZONING FOOTPRINT BMP FLOW CONTROL BMP 3 12333 SE 191ST STREET 39 19011 124 TH AVENUE SE 1 4728 3073.2 2600.4 LEVEL TRENCH WITH PERF. PIPE 4 12325 SE 191ST STREET 40 18947 124TH AVENUE SE 2 4331 2815.15 2382.05 LEVEL TRENCH WITH PERF. PIPE _;i 12317 SE 191 ST STREET 41 18941 124TH AVENUE SE 3 3984 2589.6 2191.2 LEVEL TRENCH WITH PERF. PIPE 6 12309 SE 191 ST STREET 42 18935 124TH AVENUE SE 4 4468 2904.2 2457.4 LEVEL TRENCH WITH PERF. PIPE 7 12303 SE 191 ST STREET 43 18929 124TH AVENUE SE ",1<.J 5 3815 2479.75 2098.25 LEVEL TRENCH WITH PERF. PIPE 8 19125 123RD AVENUE SE 44 18923 124TH AVENUE SE 6 5761 3744.65 3168.55 LEVEL TRENCH WITH PERF. PIPE 9 19119 123RD AVENUE SE 45 18917 124 TH AVENUE SE 7 5324 3460.6 2928.2 LEVEL TRENCH WITH PERF. PIPE 10 19115 123RD AVENUE SE 46 18911 124 TH AVENUE SE 8 5433 3531.45 I 2988.15 LEVEL TRENCH WITH PERF. PIPE 11 19111 12,3RD A VENUE SE 47 18905 124TH AVENUE SE ---- LEVEL TRENCH WITH PERF_ PIPE ,__. 9 4000 2600.0 2200.0 12 19·105 123RD AVENUE SE 48 18843 124TH AVENUE SE 10 4000 2600.0 2200.0 LEVEL TRENCH WITH PERF. PIPE 13 19059 123RD AVENUE SE 49 18831 124 TH A VENUE SE 11 3985 2590.25 2191.75 LEVEi TRENCH WITH PERF. PIPE 14 19053 123RD CT SE(PRIVATE) 50 18825 124TH AVENUE SE 12 5909 3840.85 3249.95 LEVEi TRENCH WITH PERF. PIPE 15 19047 123RD CT SE(PRIVATE) 51 18819 124 TH AVENUE SE 13 5301 3445.65 2915.55 LEVEL TRENCH WITH PERF. PIPE 16 19041 123RD CT SE(PRIVATE) I 52 18813 124 TH AVENUE SE 14 6406 4163.9 3523.3 LEVEL TRENCH WITH PERF. PIPE 17 19035 123RD CT SE(PRIVATE) 53 18807 124TH AVENUE SE 15 4000 2600.0 2200.0 LEVEL TRENCH WITH PERF. PIPE 18 19029 123RD AVENUE SE 54 18801 124 TH AVENUE SE 16 4085 2655.25 2246. 75 LEVEL TRENCH WITH PERF. PIPE 19 19023 123RD AVENUE SE 55 18815 123RD PL SE (PRIVATE) 17 5073 3297.45 2790.15 LEVEL TRENCH WITH PERF. PIPE 20 19017 123RD AVENUE SE 56 18847 123RD PL SE (PRIVATE) 18 5608 3645.2 3084.4 LEVEL TRENCH WITH PERF. PIPE 21 19011 123RD AVENUE SE 57 18909 123RD PL SE (PRIVATE) 19 4503 2926.95 2476.65 LEVEL TRENCH WITH PERF. PIPE 22 18931 123RD AVENUE SE 58 18915 123RD PL SE (PRIVATE 20 4133 2686.45 2273.15 LEVEL TRENCH WITH PERF. PIPE 23 18925 123RD AVENUE SE 59 18802 124TH AVENUE SE 21 4671 3036.15 2569.05 LEVEL TRENCH WITH PERF. PIPE 24 18921 123RD AVENUE SE 60 18808 124 TH AVENUE SE 22 I 5418 3521. 7 2979.9 LEVEL TRENCH WITH PERF. PIPE 123RD AVENUE SE 61 18814 124 TH AVENUE SE ! 25 18932 23 4973 3232.45 2735.15 LEVEL TRENCH WITH PERF. PIPE 26 18938 123RD AVENUE SE 62 18820 124 TH AVENUE SE 24 5362 3485.3 2949.1 LEVEL TRENCH WITH PERF. PIPE 27 19006 123RD AVENUE SE 63 18826 124TH AVENUE SE LEVEL TRENCH WITH PERF. PIPE ------25 3920 2548.0 2156.0 28 19012 123RD AVENUE SE 64 18832 124 TH AVENUE SE 26 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 29 19018 123RD AVENUE SE 65 18838 124 TH AVENUE SE 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE :--------<--124TH AVENUE SE2739203019024123RDAVENUESE6618844 28 4548 2956.2 2501.4 LEVEL TRENCH WITH PERF. PIPE 31 19030 123RD AVENUE SE 67 18900 124 TH AVENUE SE 29 4686 3045.9 2577.3 LEVEL TRENCH WITH PERF. PIPE 32 19036 123RD AVENUE SE 68 18906 124TH AVENUE SE 30 4267 2773.55 2346.85 LEVEL TRENCH WITH PERF. PIPE 33 19042 123RD AVENUE SE 69 18912 124 TH AVENUE SE 31 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 34 12302 SE 191ST STREET 70 18918 124TH AVENUE SE 32 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 35 12354 SE 191ST STREET 71 19019 123RD PL SE (PRIVATE) 33 3947 2565.55 2170.85 LEVEL TRENCH WITH PERF. PIPE 36 19029 124TH AVENUE SE 72 12336 SE 191ST STRfF:T 34 4174 2713.1 2295. 7 LEVEL TRENCH WITH PERF. PIPE 35 5117 3326.05 2814.35 LEVEL TRENCH WITH PERF. PIPE 36 4161 2704.65 2288.55 LEVEL TRENCH WITH PERF. PIPE 37 4162 2705.3 2289.1 LEVEL TRENCH WITH PERF. PIPE 38 4235 2752.75 2329.25 LEVEL TRENCH WITH PERF. PIPE 39 4184 2719.6 2301.2 LEVEL TRENCH WITH PERF. PIPE I ------ LOT CURB PLUG TABLE I LOT CURB PLUG TABLE4042292748.85 2325.95 LEVEL TRENCH WITH PERF. PIPE I 41 4137 2689.05 2275.35 LEVEL TRENCH WITH PERF. PIPE 1 LOT LINE DIST. TO COR. LOT LINE DIST. TO COR. 42 3968 2579.2 I 2182.4 LEVEL TRENCH WITH PERF. PIPE 43 3943 2562.95 2168.65 LEVEL TRENCH WITH PERF. PIPE 1 14.24 ! 39/40 5.26 LE\:'EL TRENCH WITH F>ERF. PIPE l/2 I 40/M4439182546. 7 2154.9 14.24 I 5.25 45 3893 2530.45 2141.15 LEVEL TRENCH WITH PERF. PIPE 2/3 13.25 I M/41 5.26 46 3868 2514.2 2127.4 LEVEL TRENCH WITH PERF. PIPE ii I4738432497.95 2113.65 LEVEL TRENCH WITH PERF. PIPE 3/4 13.25 41/42 5.26 48 3819 2482.35 2100.45 LEVEL TRENCH WITH PERF. PIPE 4/5 I 13.25 42/43 5.25 2676.7 2264.9 LEVEL TRENCH WITH PERF. PIPE I ·'""' 49 4118 5/6 43/4441392690.35 2276.45 LEVEL TRENCH WITH PERF. PIPE 13.25 5.2650 51 4218 2741. 7 2319.9 LE\./EL TRENCH WITH PERF. PIPE 6/7 i 13.25 44/45 5.26 f------------52 3797 2468.05 2088.35 LEVEL TRENCH WITH PERF. PIPE 7/K 13.25 45/46 5.26 53 3817 2481.05 2099.35 LEVEL TRENCH WITH PERF. PIPE 54 5221 3393.65 2871.55 LEVEL TRENCH WITH PERF. PIPE 8/9 5.03 46/47 5.26 55 5154 3350.1 2834.7 LEVEL TRENCH WITH PERF. PIPE 9/10 I 5.01 47/48 5.26 3337. 75 2824.25 ____ , ___ LEVEL_ TRENCH WITH PERF._ Pl~!;_ 56 5135 10/11 5.23 48/49 5,275749523218.8 2723.6 LEVEL TRENCH WITH PERF. PIPE 58 4951 3218.15 2723.05 LEVEL TRENCH WITH PERF. PIPE 11/12 i 5.24 49/N 5.25 59 8241 5356.65 5356.65 DISPERSAL TRENCH 12/13 5.25 N/50 5.27 60 4307 2799.55 2799.55 DISPERSAL TRENCH 61 4279 2781.35 2781.35 DISPERSAL TRENCH 13/J 5.39 50/51 5.26 62 4044 2628-6 2628.6 DISPERSAL TRENCH 17 /18 1.51 51/52 5.26 63 3985 2590.25 2590.25 DISPERSAL TRENCH 18/19 5.66 52/53 5.266443612834.65 2834.65 DISPERSAL TRENCH 65 4392 2854.8 2854.8 DISPERSAL TRENCH 19/20 5.40 53/54 5.26 66 4804 3122.6 3122.6 DISPERSAL TRENCH 20/21 5.25 59/60 13.25 67 5133 3336.45 3336.45 DISPERSAL TRENCH 68 5245 3409.25 3409.25 DISPERSAL TRENCH 25/26 13.25 60/61 13.22 69 4860 3159.0 3159.0 DISPERSAL TRENCH 26/27 13.25 61/62 13.25 70 4455 2895. 75 2895. 75 DISPERSAL TRENCH 27/28 13-25 62/63 13.007150963312.4 2802.8 I LEVEL TRENCH WITH PERF. PIPE - 72 4430 2879.5 2436.5 LEVEL TRENCH WI TH PERF. PIPE 28/29 13.25 63/64 13.25 THE MAXIMUM IMPERVIOUS COVERAGE FOR LOTS 1 THROUGH 58, AND 71 29/30 13.25 64/65 13.00 AND 72 IS 55% OF LOT AREA. THE MAXIMUM IMPERVIOUS COVERAGE FOR 30/31 13.25 65/C 13.25 LOTS 59-70 IS 65% OF LOT AREA 31/32 13.25 C/66 13.25 32/33 13.24 66/67 13.25 33/34 12.99 67 /68 13.25 I 34/1 5.28 68/69 13.25 35/36 5.27 69/70 13.25 36/37 5.26 70/B 13.25 37/38 5.26 72/1 5.36 38/39 5.26 t1A--t , ,, '<)/J DATE: 05-11-201~ N' ', BY: JNf¥1 LT~ '<? \"" of WA8.!,/ (> i'> . Wt~L PROJECT No.: 1.3586.q1 D~ D ~·· '., FILE No.: S306-07tCi) ' ,. CZ. - J~ -' ,.; c..,, •... ,,,<,,,,,,,,,, •.• ,i.Sk.k,,,,,,. N/Ai .. : SCALE: 1 ~!. lJ SHEET ~ ,)' 40101 q 8420 154th Avenue NE 1's,.s>/ ~01s-r%tl-~~ Redmond, Washington 98052 3 of 8 \he o,v4L LA!-~ 425-869-2670 LUA 16-000758 LND 10-0527 i CITY OF RENTON CONTROL POINT #1868 32133 WI I I z ,-.._ I") N w I Ni I 1 t11 2 i 00 p N 0 z w I I I FND. C~N-C~ETE _· · -- MON W/LEAD & TACK IN MON. CASE 1 I f) 1------ w > < l'. I I 6 I l("-1......--' --,- I i-------L---1 n I I 1 FND. 2" BRASS DISK W/PUNCH IN MON. CASE I I L ___ _._ __ CANYON TERRACE VOL/PAGE A PORTION OF 100 0 100 200 ---THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. -----------__ ..___ __ --.... l___ L.-----'l,...1 _____ s;;;..c;;;..:.,,+LE IN FEET Q~. 79' ( C, 3) 70_5_.4-'2-'-' ( 1_,_) __ ... M3·• .. :::,.~~.8'4:El'f:1"E(C}S8~'3AL3.9!'.£4'1:,,,3;:.).-.-\ S88'48' 44"E(C) 4~iri;:~~" ~-·F-:..· _._-. 3.:;;B::.:·4:::..:3rr;:.:,· ~· ·;:;;.· ·':'.:;,.3)1;;:.~3~l3s:;;;.·.=.:2s~·L!.( 11..> ----=~:::::..-__ ...::s~sg~·J4' J9"E( 3) 103.25'(M}-....,._____ 20' WATER 225.J4'(C-,J...c..)_c_ __ _,,,/ 1\ r--7"'-1-----J..~ -----EASEMENT, AFN SE 188TH ST i- t I N88'48'44"WtCj · N01 '55'55"E(C) N89"34' 49"W 3 / EAST LINE7803310031 Jo.oo'(c)' I 103.10'(C,3) JO' ELECTRIC 0 z ssg·os'JJ"E(c) ! . S89'54'28"E(2,J) 15001'(C) In EASEMENT, AFN 3919394 TRACT 5 KING COUNTY PARKS NOT PART OF THIS PLAT) I WETLAND~ 1 BUFFER '-i I I -----\- ro 00 I") r-..: U CD I") en o CD '-' CD 10 I'-. tD r--: lO I") L __ __,_...._ ____ f £ LOTYLOTX I I 1.1\& u 0 N ..------- e ffi 0 0 EASEMENT FOR ENCROACHMENTS AFN ___ _ LOT 1 KCSP 582064 ;_& 159.92'(C,2) N89'JJ'l 1"W(C) S89'40'54"W(2) N w CD l() 0 N 0 -. u 0 :--' z (X) ,-.._ 0 u c:i Cf- N l0 N LOTZ I " I 30' ROADWAY =-4----l I • EASEMENT, AFN ' I -;:,' I 7403180427 I :;;-\ a, \ j \ f \ ·1 2, I ~ N A N88'10'.51 "W(Cj;, LD. N88'56'46" 2) 1. *~ N 120 OO'(C,2) i & OJ~ (5 .-_ o~ >-' n o,rri g Gi 5 g c::;-_¥ s~ 01 V) & g ~ ff c::;-oci p OJ-q--Ol~ ?.~ 2, .::!_I~ Nss·1 o's1 "w(c) · · v, S:' ~ o __ 0_ !..-..u ~ • o N88'56' 46"W(2) -N88"10'51"W(C) ~ 0 oci 5. ¥ N88'56'46"W(2) 05 VJ ro 52.00'(C,2) 2 <t------:....:;__4 oci i 'a, 145.SB'(C,2) g])~ & I :f' 1~ 18 i I N I N01'.52'51"E(C) o N01"06'56"E(2) Z 30.01'(C,2) I 01-------- c:i I I I I 1. 1 . I I 3~f33 r\r---------- N89'JJ'11 "W(M)S89'40'54"W(1,2,3) SE 192ND ST } r-T------/ 499.8.S'(C,2) u2fii(M.2,3)1.322.Jo(1) N \ FND. CONCRETE MON W/LEAD & TACK IN MON. CASE. CITY OF RENTON CONTROL POINT #1873 LEGEND N89'33'09_'.'~ M, 11 BASIS OF _B_E:..,::ARc..:.:.l:...:..NG.::.,_ __ ___ PLAT BOUNDARY ~ CASED ROAD MONUMENT PROPERTY LINE • PROPERTY CORNER SET (5/8" REBAR CENTERLINE W/CAP, LS # 40101) PROPERTY CORNER SET (LEAD & TACK SECTION LINE W/WASHER, LS # 40101) EASEMENT LINE () PROPERTY CORNER FOUND (AS NOTED) WETLAND BUFFER LINE (M) MEASURED DIMENSION SECTION CORNER (C) COMPUTED DIMENSION NORTH 1/4 CORNER (#) DIMENSION FROM REF. DOC. # b FOUND MONUMENT ID # C'J-- FND. 2" BRASS -····-~· DISK W/PUNCH IN MON. CASE MONUMENT REFERENC.:::.E-!.T.:..:A~B=..:LE=----------------------- SYMBOL # DESCRIPTION FND. 1 /2" REBAR W/CAP, LS # 40016/18898 FND. 1 /2" REBAR W /CAP, LS # 11691 FND. 1/2" REBAR W/CAP. "CNW 40016" FND. 1 /2" REBAR, NO CAP, 0.2' S OF LINE FND. 5/8" REBAR, NO CAP, 0.6' W OF LINE t-1,t-..,i f' U) 17 SYMBOL # DESCRIPTION In FND. 1/2" REBAR, NO CAP, 0.15' W OF LINE FND. 5/8" REBAR W/CAP, LS # 19635 0.1' E & 0. 7' S OF CORNER FND. 5/8" REBAR W/CAP, LS # 18898 0.3' S OF CORNER DATE: 05-11-2017 BY: JNM PROJECT No.: 13586.01 S306-07D 1"=100' 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 4 SHEET of 8 LUA 16-000758 LND 10-0527 FND. CONCRETE MON W/LEAD & TACK IN MON. CASE, CITY OF RENTON CONTROL POINT #1873 LEGEND CANYON TERRACE A PORTION OF THE S.E. 1 / 4 OF THE S. W. 1 / 4, OF SEC. 33, T23N, R5E, W.M. JI__ / __ L_ 1op2. _ --2 100 200 \ \ VOL/PAGE S-E -1 ~8TH ST ___ ---------------r------s_c_A_LE-IN_F_E_E~T------~\ .---------__ __J 59 I I I I I 20' Shared Access Tract G 20'Shared Access Tract D , 20'Shared Access Tract E 56 48 47 ..., 1------1W ~1------1 57 I 46 L-----1 w ; u 45 OLI -------1 1 ;:21 58 44 mL------1 65 66 67 i 1----68 I~ D 69 1 ~ L-------fI ~ L-----70 _____, KING COUNTY PARKS NOT PART OF THIS PLAT) t------~ j r-..l----~ UJ > <( I I i-' ---i-- 1 I ___ L_ __ _ I I L __ ----J----- 20' Private Road Tract F 123RD CT SE n I I I FND. 2" BRASS DISK W/PUNCH IN MON. CASE L -__ ,__ PROJECT BOUNDARY PROPERTY LINE CENTERLINE SECTION LINE RIGHT OF WAY LINE PROPOSED LOT LINE EASEMENT LINE WETLAND BUFFER LINE SECTION CORNER NORTH 1y4 CORNER SE 192N[),ST r~ M) C) CASED ROAD MONUMENT PROPERTY CORNER SET (5/8" REBAR W/CAP, LS # 40101) PROPERTY CORNER SET (LEAD & TACK W/WASHER, LS # 40101) PROPERTY CORNER FOUND (AS NOTED) MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. DOC. # 23 22 J 21 20 19 18 5 24 25 26 27 28 12 11 10 9 6 7 Tract B Storm Water Facility FND. 2" BRASS DISK W/PUNCH IN MON. CASE 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 I I I I I I I I I N u I I I I I DATE: 05-11-2017 BY: JNM PROJECT No.: 13586.0J FILE No.: S306-07E SCALE: 1"=100{ SHEET 5 of 8 I I LUA 16-000758 LND 10-0527 Curve Table Curve # Length Radius C1 29.39 278.50 C2 74.26 27850 Delta A=6"02'50" Cl=15"16'39" CJ 58.50 278.50 ti=12·02·10" i C4 8.11 278.50 6=1 "40'06" C5 13.14 271.50 6=2"46'20" C6 9.79 271.50 6=2'04'01'' C7 40.04 271.50 Ll=8"26'56" cs 41.95 271.50 ti= 8'51'12" C9 61.01 I 22s.5o ti=15·25·00" C'IO 27.65 226 50 6=6'59'41" C11 37.51 323.50 6=6"38'36" C12 14.48 323.50 tJ.== .-.,•-:;;-z:l c::; -:;;I) 1 ,J-.,1 C13 40.27 25.00 A=92'17' 08" C14 81.69 178.50 A=26"13'12" C15 13.26 178.50 6=4'15'24" C16 23.61 15.00 Ll=90'10'09" C17 71.08 73.50 A=55'24' 42" C18 9.59 223.50 A=2"27'33" C19 41.66 223.50 t:,,= 10'40'47" C20 70.68 223.50 ll.=18'07'13'' C21 22.35 223.50 A=5·43· 43" I C22 16.10 11.50 A=80"14'09" 1 C23 66.80 323.50 A=l1 '49'55" C24 38.68 27.50 A=80"34'55" C25 43.70 27.50 A=91 '02' 30" C26 36.46 90.00 A=23'12'36" C27 54.32 90.00 A=34'35'02" C28 71.29 70.00 A=58'21 '20" C36 15.69 128.50 ll.=6'59' 41" C37 20.00 390.00 A=2"56'19" f---------- C4.3 72.14 370.00 A::11'10'15" NOTES: UNLESS SHOWN OTHERWISE, ALL FRONT CORNERS ARE MARKED WITH A TACK AND WASHER STAMPED 40101" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE IN SHEET 2 FOR DISTANCES FROM THE CURB PLUG TO THE FRONT PROPERTY CORNER. I 5117 SF 29 4686 SF 0 0 w ;., 0 :,,. IP I CO co VJ 19 4503 SF 40.00' N01 '55'57"E KEY MAP -1" = 400' 6', v;,, oo',, 30 4267 SF OJ VOL/PAGE CANYON TERRACE A PORTION OF THE S.E. 1 / 4 OF THE S. W. 1 / 4, OF SEC. 33, T23N, R5E, W.M. 31 3920 SF 9d' o 0, SC o 0 o N CJ) U) f)J • ci 0 f)J ' co co z 32 3920 SF NOl'49'09"l WETLA:-_ 7 ----41-S.Q,t' ----~~----------~=1 BUFFER (TYP) J FND. 2" BRASS ___/ DISK W/PUNCH IN S01 '49'09"W 100.00' 67.15' I I 32.85' • co a, N 5 N • lI) o. 00 N~ 40 0 40 80 SCALE IN FEET LOT2 K. C. SHORT PLAT 278113 lI) co o ro I . t,, Z gi L S01 '49'09"W 88.00' -. 5 3815 SF 3; ·-.. "· 3, ··"· .._ 37. 40 5761 SF v4J o\ b \ 50.60 I 7 5324 SF f)J 0 I") co t[) lD tj- l-S01 "51 'J7"W , 174.83' i~~\<~ Open Space ~------,. v'1.<::i 1. l / 36.41' '\ c; \ . Tract K 6692 sF /It>< No1·52·s1"E c.,'l: 0 \ C23 18.44' °"'s "· 123rd Avenue SE MON. CASE ti) N N01"52'51 "E 182 . .37' ~ ·o 0, j\ / I I 0 -,,, 12 5909 SF 13 5301 SF C1 10.66' 11 t: 3985 SF 0 r-... p f)J co 0 0 0 0 I I w 0, 0 r-... p co OJ VJ 40.00' 10 4000 SF 131.55' u-i 40.00' 44.07' -~-- 0 0 0 0 0 ci 0 0 ,~ 9 ,~ I 8 w 4000 SF w 5433 SF ' OJ 0, 0 0 r-... ·r-- p 0 f)J OJcof)J I. N,tD I") I f-X) 0) co (J') t'") 7 5082'~ . I 5 n lf) n lf) ~ 0) co z J (/) (/] ---- 40.00' 40.00' 64.59' cf) <S Open Space t % 55.49' 40.00' \. I Tract J 't-l \- lgg_ 6599 SF 20' Private °' Road Tract F Ii") r4~4.:.::-5'.::'.3_' -:::1~18'::._-~02::..·~;::.3~-3~. s~o?;.· ::-1i1123rdCouHSEgINJ ·55'57"E ~ 51.s2· I Q 6 g 26.5' I ~ N-!:-1 :-::,5-::-5=· 5=7•""'•E___j _/ I 4.53' l 40.00~ @--j I I N01 '52' 51 "E 240.08' N01 "52'51 "E 30.01' I- J) 0 z N 0) w J) w 18 ;.,, " 17t<J 01N 1,s:t ;= 0 • SC lei~ • i-,, 14 ,N ° 16 150 1:,,.- IQ co IX) U) 5608 SF ~l'T 5073 SF000 co 00 a) z w w ' 4085 SFn I") . o 0 I s;-"-1-, P ,P JJ I OJf)J f)J V) V) 45.00' 40.00' 40.00' 491.07' EASEMENT LEGEND @1 O' UTILITY EASEMENT @ 15' UTILITY EASEMENT @5' UTILITY EASEMENT @10' SANITARY SEWER EASEMENT @ 10' WATERMAIN EASEMENT 1O' STORM DRAINAGE TRACT @20' SHARED ACCESS TRACT G 4000 SF @5' PRIVATE STORM DRAINAGE EASEMENT 010' PRIVATE STORM DRAINAGE EASEMENT Q)15' PRIVATE STORM DRAINAGE EASEMENT @FLOW DISPERSION TRENCH EASEMENT @PUBLIC PEDESTRIAN EASEMENT 8 _o ~ (J') ci ;;!; 6406 SF i ~ o. I ~:~J I J FND. CONCRETE MON W/LEAD & TACK IN MON. CASE, CITY OF RENTON CONTROL POINT #1873 n m co z DATE: 05-11-2017 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07F SCALE: 1''=40') SHEET 6 of 8 LUA 16-000758 LND 10-0527 Curve Table Curve # Length Radius Delta C5 13.14 271.50 .6.=2"46'20" C6 9.79 271.50 D.=2"04'01'' Cl 40.04 271.50 .6.=8"26'56" C8 41.95 271.50 D.=B"51 '12" C9 61.01 226.50 .6.=15"26'00" C10 27.65 226.50 1 D.=6"59' 41" C16 23.61 15.00 I D.=90·10'09" C17 71.08 73.50 I ti.=s5·24· 42" C27 54.32 90.00 .6.=34'35'02" C28 71.29 70.00 ! .6.=58'21 '20" C29 40.50 271.50 .6.=8"32'48" C30 20.81 271.50 .6.=4'23'33" C31 39.27 25.00 .6.=90"00'00" C32 30.63 19.50 .6.=90"00'00" C33 50.02 226.50 D.=12'39'1 O" C34 28.38 128.50 D.=12·39'1 o" C35 34.61 128.50 .6.=15"26'00" C36 15.69 128.50 .6.=6'59'41" C37 20.00 390.00 6.=2"56'19" C38 48.00 1 370.00 I D.= T26'01" C39 48.25 370,00 .6.= T28' 17" C40 49.26 370.00 I .6.=T37'42" C41 48.68 370.00 6.= 7"32'17" C42 48.50 370.00 6.=T30'39" C43 I 70.13 370.00 .6.=10"51'38" C44 27.73 19.50 .6.=81'28'01'' C45 19.02 235.50 6.= 4·37' 36" C4o 37.75 235.50 .6.=9'11'05" C47 37.90 235.50 6.=9"13'13" t- C48 38.42 235.50 I A=9'20'49" C49 37.32 235.50 £1=9'04'43" C5D 15.38 235.50 .6.=3"44'30" C67 4.14 370.00 .6.=00"38'28" CANYON TERRACE VOL/PAGE A P<il~TI O~i ©It THE S.E. 1 / 4 OF THE S. W. 1 / 4, OF" S1£C. 3'3, T213~ Ri5E, 'MM. 40 0 ---- 69 4860 SF 40.00' 124th Avenue SE 70 4455 SF 40.00' 40 0 J) I<,, I~. N02"58'15"W 398.13' ----------- 40.00' 40.00' Ii I' 45 ,~ 1~ 3893 SF co (/) O'.l ---..Jco ---..J 9 '--J sd .is: is: .,.: (J1u1 ' ( J1 d_ ::e: ' ~ 43I44I 3918 SF 3943 SF <D D :=ri U) ~ co ---..J N U). Ol '-l. -<+\ S01"49'09"W 182.98' a...e-T---..::::.::'....'._.:..::.~~~1~5;5-,;_5~27'· --~~~~-~ .... -.:1 ~---- 30' ROADWAY 01' EASEMENT, AFN <J;.,'o· ,,. KING COUNTY t.~~.;~~~~~T OF THIS PLAT) 7403180427 ,, y;~ 9'o·Cl'' ...- b<.'k •\)? ,, 5'.'P :__"00r:Ps6-\"1-9 - 80 NGPA 26,512 SF 42 3968 SF 38 4235 SF 37 4162 SF WETLAND // / ¥" t/" BUFFER (TYP) v. 16 s, /" 4728 SF 36 4161 SF o 0 ci N Q) :ii X) • oO Xl r- o:J CX) z 1Q ~o - I LINE TABLE is-. I -~~L-~-.1, b-i_-1 ±._'_-:-&-<fr-__:;c:.:::3.::;...s ____ r 00 · .. 40.00· ---~ 40_ _ _ L -----------_ •. .,--, - TractA l ~-31 -_,.,_,., 40.Q.0~ 71 5096 SF d', ~-~. 9c5" I LINE ff BEARING DISTANCE I L1 S88'09' 33"E 4.70' L2 N61 "51 '15"E 21.24' L3 N 88"04' 03"W 1s.oo· L4 S01'55'57"W 35.50' I L5 S19'10'26"W 15.18' EASEMENT DETAIL -1n=20' i----· 0 \ \ \ \ -- i------_..::...i I I 6.00 ,~ ~ 5.00'_/ NOTES: UNLESS SHOWN OTHERWISE, ALL FRONT CORNERS ARE MARKED WITH A TACK AND WASHER STAMPED 40101n IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE IN SHEET 2 FOR DISTANCES FROM THE CURB PLUG TO THE FRONT PROPERTY CORNER. 52{~~-!3 5·:~E---123RD PL SE (Private) f-L""13~·5_:_~-/ / - 8999' .. -·.J20.oo~-90.00· 4 ~ 51.75' s1·5=7~ 17489' 5 7 -~ , ·2; ~I~ 58 A s:~ ,--:4~7G. 6si8r--r--:44iof. ooior·--,-i4~0;0~0'::-..~,----:4uo;-;. 0:;;:0;,, --+<*'_lC~l3±4-"4' r ,,~ 4951 SF ~\t4952SF n J) 90.00' 20.00' 9.QJJQ'._____ • ~2.:.2!L--J--+Q,/.,~•-----?<291.15' w 20' Shared Open Space ~: Access Tract E <XJ N±·JJ·,., _ r _r _ . ~~~3~~~ _ --~ 14_lt_81.---= f --~ NB'JY267: ___ -@·f3_'2Q,YL-_:-', \ 13.,1_75·~ ------~-11---\ 'O. N01 '55'57"E 584.04' ----' j~ SEE EASEMENT DETAIL TO LEFT N88'04'0J"W- 10.00' - S1'55'57"W 10.39' N88"04'03"W_.,..,.. 10.00' @20' Shared----~ Access Tract G ~ 0 0 Lf) 0 0 crj 0) 24 w/ 5362 SF 8 0 OJ OJ 25 3920 SF Cl 0 a:i J) Is 26I' t') 0 3g;20 SF p OJ ro z 0 0 crj J) J''l 0 0 OJ X) z 27 3920 SF 0 0 a:i Ol I• ,n 0 p X) OJ z 7.21' 28 4548 SF 721' _ 14 73 ·~ , 40.00' 40 00' 40.00' 33 · "'-_----e...c. _ __,__..!.::'.:.,· ~----1..__:~~-_JLL __ sc -- S1'55'57"W ~ J5.00' 0 °' 0 [',/ 123rd Avenue SE c:i N01 '55'57"E 35.oo· [',jr.;--. ----_ ~T L/): 0 70.50' -_ . S1 "55'57"W . 1 , 35.50 0.27 r<J -----0 127.21' s56.71' C30 c.,'J' / -----\ - 2.21' ! PR;VJ~fis ~ oi O STORM · 15.5' 29.5' ~ DRAIN I t---t---=:.:..::::_~ I IQ I 00 0 0 w I') C29 N l 23 w: EASEM22 I I n I ~ ~ ' 4973 SF O 5418 SF l01 0 -. 0 - q-I{) 0 . • l{) OJ ~ I I 21 o I 4671 SF w 20 co :_;. lei' P I P <X) ~ I ~J I ~ ©- i J B3i~ 43.13' 15.50' 55.00' ·- N01 "55'57"E 29.50' q l[) I f-© 8 4133 SF t- P '~ 1_ 0. O' 29 4686 SF 19w h o 4503 SF 1;::> I 00 a) 40.00' 30 4267 SF 31 o 0, s: w 1-8 l'l-• OJN 8 '..t-1-q- l~ 5608 SF O OJ IO OJ <Xl . 0 (lJ ~ ___ J z 45.00' 32 ·o~ 3920 SF 17 5073 SF 40.00' 49'1.07' I co 0 KEY MAP -1" = 400' EASEMENT LEGEtiO @10' UTILITY EASEMENT @15' UTILITY EASEMENT @5' UTILITY EASEMENT @1 O' SANITARY SEWER EASEMENT @10' WATERMAIN EASEMENT 10' STORM DRAINAGE TRACT @20' SHARED ACCESS TRACT G @5• PRIVATE STORM DRAINAGE EASEMENT I)10' PRIVATE STORM DRAINAGE EASEMENT 0)15' PRIVATE STORM DRAINAGE EASEMENT @FLOW DISPERSION TRENCH EASEMENT @ PUBLIC PEDESTRIAN EASEMENT 1A-i.t l6,°1.vJ7 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 DATE: 05-11-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07G SCALE: 1''=40' SHEET 7 of 8 LUA 16-000758 LND 10-0527 Curve Table Curve # Length Radius C51 14.57 170.00 C52 45.35 170.00 C53 90.08 220.00 C54 73.70 200.00 C55 8.19 200.00 C56 16.80 190.00 C57 36.19 190.00 C58 8.96 190.00 C59 49.63 204.50 C60 24.12 204.50 C61 38.68 249.50 C62 38.75 249.50 C63 14.22 249.50 C64 89.29 84.50 C65 5.83 84.50 C66 1.28 249.50 C68 2.41 204.50 C69 5.01 190.00 Delta 4"54'33" 15'17'00" ll.=23"27'32" ll.=21 "06' 43" 2"20'48" n=5·03'55" ll.=10·54' 44" b.=2"42'12" 13"54'23" 6"45'31" 8"52'57" ll.=8"53'55" ll.=3"15'56" 60"32'49" 03"57'11" 00"17' 41" 1=00"40'35" n=01 '30' 41" LINE TABLE LINE # BEARING DISTANCE L6 N2T25'18"E 8.52' L7 S62"11'47"E 21.74' NOTES: UNLESS SHOWN OTHERWISE, ALL FRONT CORNERS ARE MARKED WITH A TACK AND WASHER STAMPED 40101" IN A LEAD PLUG AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO THE CURB PLUG TABLE IN SHEET 2 FOR DISTANCES FROM THE CURB PLUG TO THE FRONT PROPERTY CORNER. I \ w T 7 LO OJ "? ; st' i:::j OJ N OJ U) 40 PRIVATE STORM DRAIN EASEMENT 59 8241 SF L=4.92' 3: T T 0 20' WA TER---i--_-i..., EASEMENT, AFN 7803310031 11 OJ st' OJ n 0 I 17.5' 12.5' OJ z CANYON TERRACE VOL/PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. 0 40 80 r-- I SCALE IN FEET i L EAST LINE 30' ELECTRIC EASEMENT, AFN 3919394 KING COUNTY PARKS NOT PART OF THIS PLAT) WETLAND BUFFER (TYP) 62 63 3985 SF 1 r--.J Gabion Outfall · / / Easement I / NOT DEDICATED .' WITH THIS PLAT) I I I I I I I f-'---' 4o.eA V) co 1 s I~ I~ I~ 1()1, 10'Stonn Tract C SF 1(.,.1 U) a, 1 ,s 1 I ,.~ I i'v . j>. 67 5133 SF I I~ 0 j>. WETLAND BUFFER (TYP) 68 5245 SF co 1 , s I • j>. n, a= J0.41· -... co 1 lo I -". j>. n. i 70 4455 SF 4044 SF 'co 1~-(J1_ 61 4279 SF 53 3817 SF I I 398.13' ------ 49 4118 SF I f', 50If'\ 51 4139 SF 4218 SF z co 1 c5 j>. J1 D Jl Ul_ 48 3819 SF z co 1 d lO J1 47 3843 SF\ I 46 co\ 3868 SF I 0 I I 45 1co 3893 SF 1 0 i'v_ 1 r s j>. U( I I 44 3918 SF J 40.00' U) a, 1 s Ul_ 1:i 43 3943 SF D 9" i'v 1. I i J~~~2]9.J:.0~2_· +-~4~0.';;o~o·fA_..._.:..:.40:::..:.·:::..:oo=-·-....._..J_ 40.00· 40.00' ±Q.QQ'.. __ ._.__4_0.QO~ ~....._--'-=~- T t A S2'04' 43"F __ _......~ " . rac -:c-::--- su , I 352.66' -· _......"~ c 150 oo.'.J;"'~4".:!.,._--..........,...1-=--23~R;::;-DPL. SE (Private) 1 ------t---:.........----~ 7-\. _.............~"''2.0'Y\'33 C51 95.45' }59---L----89.99~ ---.Wt.2~0,_w· ~-··· _90.00~ ,•., cS'2. ----5.46' -----1 c.'\0 -/ . \.-----W W . "r--. .N f°'. N 58 s?.~ ,. w 'co·~ 56 ~un~',;.,,o A 57 {:~ ;:~ C) -~-g,\'>:'J L=18.14' 'co 1LD ID IN \f) ID ~ ID S 55 1~i ,; \'\2 5135 SF ~r:;:; 4952 SF ~ ~ 20.00' 5154 SF 91.15' -----+----~9Q . .QO N2'05'13''W 20' Shared 4951 SF 90 00'_ __ 291.15' N01'55'57"E ----~ 1.J./J I - 584.04' I- N01 '55'55"E (f) 30.oo· I I- oc, oc, LI.J f) KEY MAP -1" = 400' I EASEMENT LEGEND @10' UTILITY EASEMENT @15' UTILITY EASEMENT @5' UTILITY EASEMENT @10' SANITARY SEWER EASEMENT @10' WATERMAIN EASEMENT 10' STORM DRAINAGE TRACT @20· SHARED ACCESS TRACT G @5• PRIVATE STORM DRAINAGE EASEMENT D10· PRIVATE STORM DRAINAGE EASEMENT Ci)15' PRIVATE STORM DRAINAGE EASEMENT @FLOW DISPERSION TRENCH EASEMENT @PUBLIC PEDESTRIAN EASEMENT DDWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 DATE: 05-11-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07H SCALE: 1"=40' SHEET 8 of 8