Loading...
HomeMy WebLinkAboutCanyon TerraceLUA 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, )> )> < ;;;; SITE f"'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 F AGILITIES 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 ST ANO 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 TERRACE LND 10-0527 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 SE 1 19109 124TH AVENUE SE 37 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 SE 27 3920 30 19024 123RD AVENUE SE 66 18844 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 TABLE 40 4229 2748.85 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/M 44 3918 2546. 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 I 47 3843 2497.95 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 43/44 4139 2690.35 2276.45 LEVEL TRENCH WITH PERF. PIPE 13.25 5.26 50 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 5,27 57 4952 3218.8 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 5.26 64 4361 2834.65 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 13.00 71 5096 3312.4 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.: S306-07t Ci) ' ,. CZ. - -J~ -' ,.;c..,, •... ,,,<,,,,,,,,,, •.• ,i.Sk.k,,,,,,. N/A i .. : 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 £ LOTY LOTX \ 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-------f I ~ 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 OJ co f)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?;.· ::-1i 1 123rd CouH SE g I NJ ·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 ;.,, " 17 t<J 01N 1,s:t ;= 0 • :SC lei~ • i-,, 14 ,N ° 16 15 0 1:,,.- IQ co IX) U) 5608 SF ~l'T 5073 SF 0 00 co 00 a) z w w ' 4085 SF n I") .o 0 I s;-"-1-,P ,P (JJ I OJ f)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 ® 1 O' 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 ---..J co ---..J 9 '--J s d .is: .is: .,.: (J1 u1 ' (J1 d_ ::e: ' ~ 43 I 44 I 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 ~\t 4952 SF 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 26 I' 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' s 56.71' \ 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 19 w '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', 50 If'\ 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 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, 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 WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS OR 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. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR SUMMIT HOMES UNDER RECORDING NUMBER ______ __, 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. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: BY: 1TS: ACKNOWLEDGEMENTS STATE OF ----- COUNTY OF ) ) ss ) ON THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO 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 __ DAY OF SIGNATURE OF NOTARY: ______ _ PRINTED NAME OF NOTARY:------ RESIDING AT: __________ _ MY APPOINTMENT EXPIRES:------ 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 ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER PUBLIC USE, ARE PAID IN FULL. THIS ___ _,DAY OF ___ __, 20 _ ____, MANAGER, FINANCE DIVISION DEPUTY KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS ___ DAY OF ____ , 20 __ . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 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 MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BEcn$I:,N~§:,D,rc,'.J CORRECTLY ON THE GROUND. nc:r,,··,,." r~, llu:. ;i :3 17 PAUL T. RICE, PLS# 40101 RECORDING CERTIFICATE FILED FOR RECORD THIS ----DAY OF -----, 20_ AT ____ M IN 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 ___ DAY OF ___ _ 20 __ ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS ___ DAY OF ____ , 20 __ . MAYOR ATTEST: ______ _ CITY CLERK MAR 2 4 2D17 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 CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS DAY OF 20 _ ___, FINANCE DIRECTOR 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 89"34'39" EAST, 150 FEET; THENCE NORTH 1 '08'1 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 43RD ST _. 0 co i! )> _. _. ~ _. I\J 0) 0 N en i! i! IT! )> )> ~ ~ ri, SITE en en IT! IT! SE 188TH ST SE 192ND ST DOWL 8420 154th A venue NE Redmond, Washington 98052 425-869-2670 DA TE: 03-22-2017 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, R5E, W.M. MAR 2 4 20 11 EASEMENT NOTES 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 DESIGNATED HEREON AS "UTILITY EASEMENT", WITH THE RESPECTIVE WIDTHS OF 5, 10 AND 15 FEET, WHICH ARE PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS, IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE 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 AND PUBLIC AND PRIVATE DRAINAGE TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. 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 AND CONVEYED TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSES 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 PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. 3. THE 5, 10, AND 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 PUBUC STORM DRA\NAGE IBACT 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 11 8" 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 STORMWATER 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 HAVE THE A TIEN DANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. SINGLE FAMILY BMP'S SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS SUBDIVISION MUST IMPLEMENT 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, 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 PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND 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 AND 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 AND 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. AQUIFER PROTECTION NOTICE, THE LOTS CREATED HEREIN FALL WITHIN ZONE #2 OF RENTON'S AQUIFER PROTECTION 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", AND "K" WERE MITIGATION TREES FOR THE REMOVAL OF TREES TO DEVELOP THE ROADS AND 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 AND 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, DATED 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. 2015050100D626. BLANKET EASEMENT, NOT PLOTTABLE 8) EASEMENT FOR ENCROACHMENTS GRANTED TO THE OWNER OF LOT 1, KING COUNTY SHORT PLAT IJKCP 582064 TRACT NOTES cnv (W f,;{:N l(Jf\j ..:..;,..;;..;;.;;;..;...;...:..;:;..;..;=-------------------------------~~~ TRACT "A" IS A PRIVATE ALLEY TRACT; UPON THE RECORDING OF THIS PLAT, TRACT "A" IS HEREBY GRANTED ~ANb%!t:c :yv;s JN 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 HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THE ENTIRETY OF SAID TRACT IS SU8.£CT TO AN EASEMENT FOR UTILITIES AND PUBLIC FIRE ACCESS. PARKING IS PROHIBITED WITHIN SAID TRACT AND IT MUST REMAIN CLEAR OF ANY OBSTRUCTIONS. TRACT "B" AND ·c· ARE STORM DRAINAGE TRACTS; UPON THE RECORDING OF THIS PLAT. TRACTS "8" 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 118 11 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 "B" AND "C" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACTS "D", "E", "F", "G", AND "H" ARE 20' SHARED ACCESS EASEMENTS; UPON RECORDING OF THIS PLAT, TRACTS "D", "E", "F", "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) MOMTHS, THEN EACH LOT OBTAINING THEIR ACCESS TO THE PUBLIC ROADS OVER SAID TRACTS SHALL ASSUME AND HAVE 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 JS 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 "I", "J" AND "K" PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. TRACT "L" IS A NA llVE 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 FUTURE 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 WITHIN 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 HA VE 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 SURVEY 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 L06LD093, RECORDED UNDER KING COUNTY RECORDING NUMBER 20070419900019 5) BOUNDARY LINE ADJUSTMENT NUMBER FOR RAVENNA DEVELOPMENT LLC, RECORDED UNDER KING COUNTY RECORDING NUMBER 2006071190D004 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 2013032190D001 8) PLAT OF GOLDEN HILLS, RECORDED IN VOLUME 104 OF PLATS, PAGE 98, RECORDS OF KING COUNTY, WASHINGTON 9) BOUNDARY LINE ADJUSTMENT NUMBER FOR MATT BERNTSON, RECORDED UNDER KING COUNTY RECORDING NUMBER 20060411900021 10) SUBDIVISION GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, CERTIFICATE NO. 0019183-06, DATED OCTOBER 28, 2016 11) PLAT OF KELSEY'S 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 STANDARDS 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: 03-22-2017 DDWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-078 SCALE: NIA SHEET 2 of 8 VOL/PAGE LUA 16-000758 CANYON TERRACE f·'. LND 10-0527 ,1 • o " A ·)on A PORTION OF IVlrH\ /,J -X i:..v ,1 THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. PU\T'.t[\~l?'-;C !:->l.'../;£!'.C~N FLOW CONTROL BMP'S LOT ADDRESSING TABLES LOT ADDRESSING TABLES MAX. IMP. LOT# HOUSE # ROAD NAME LOT# HOUSE # ROAD NAME MAX. IMPERVIOUS ALLOWED PER 1 19109 124TH AVENUE SE 37 19025 124TH AVENUE SE LOT AREA SURF ACE 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 191 ST STREET 39 19011 124TH 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 5 12317 SE 191ST STREET 41 18941 124TH AVENUE SE 3 3984 2589.6 2191.2 LEVEL TRENCH WITH PERF. PIPE 6 12309 SE 191ST 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 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 124TH AVENUE SE 7 5324 3460.6 2928.2 LEVEL TRENCH WITH PERF. PIPE 10 19115 123RD AVENUE SE 46 18911 124TH AVENUE SE 8 5433 3531.45 2988.15 LEVEL TRENCH WITH PERF. PIPE 11 19111 123RD AVENUE SE 47 18905 124TH AVENUE SE 9 4000 2600.0 2200.0 LEVEL TRENCH WITH PERF. PIPE 12 19105 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 LEVEL TRENCH WITH PERF. PIPE 14 19053 123RD CT SE PRIVATE 50 18825 124TH AVENUE SE 12 5909 3840.85 3249.95 LEVEL TRENCH WITH PERF. PIPE 15 19047 123RD CT SE PRIVATE 51 18819 124TH AVENUE SE 13 5301 3445.65 2915.55 LEVEL TRENCH WITH PERF. PIPE 16 19041 123RD CT SE PRIVATE 52 18813 124TH 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 124TH 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 124TH AVENUE SE 22 5418 3521.7 2979.9 LEVEL TRENCH WITH PERF. PIPE 25 18932 123RD AVENUE SE 61 18814 124TH AVENUE SE 23 4973 3232.45 2735.15 LEVEL TRENCH WITH PERF. PIPE 26 18938 123RD AVENUE SE 62 18820 124TH AVENUE SE 24 5362 3485.3 2949.1 LEVEL TRENCH WITH PERF. PIPE 27 19006 123RD AVENUE SE 63 18826 124TH AVENUE SE 25 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 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 27 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 30 19024 123RD AVENUE SE 66 18844 124 TH A VENUE SE 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 124 TH A VENUE SE 30 4267 2773.55 2346.85 LEVEL TRENCH WITH PERF. PIPE 33 19042 123RD AVENUE SE 69 18912 124TH AVENUE SE 31 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 34 12302 SE 191 ST STREET 70 18918 124TH AVENUE SE 32 3920 2548.0 2156.0 LEVEL TRENCH WITH PERF. PIPE 35 12354 SE 191 ST STREET 71 19019 123RD PL SE PRIVATE' 33 3947 2565.55 2170.85 LEVEL TRENCH WITH PERF. PIPE 36 19029 124 TH AVENUE SE 72 12336 SE 191ST STREET 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 LOT CURB PLUG TABLE LOT CURB PLUG TABLE 40 4229 2748.85 2325.95 LEVEL TRENCH WITH PERF. PIPE 41 4137 2689.05 2275.35 LEVEL TRENCH WITH PERF. PIPE LOT LINE DIST. TO COR. LOT LINE DIST. TO COR. 42 3968 2579.2 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 44 3918 2546.7 2154.9 LEVEL TRENCH WITH PERF. PIPE 1/2 14.24 40/M 5.25 45 3893 2530.45 2141.15 LEVEL TRENCH WITH PERF. PIPE 2/3 13.25 M/41 5.26 46 3868 2514.2 2127.4 LEVEL TRENCH WITH PERF. PIPE 47 3843 2497.95 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 13.25 42/43 5.25 2676.7 2264.9 LEVEL TRENCH WITH PERF. PIPE 49 4118 5/6 13.25 43/44 5.26 50 4139 2690.35 2276.45 LEVEL TRENCH WITH PERF. PIPE 51 4218 2741.7 2319.9 LEVEL TRENCH WITH PERF. PIPE 6/7 13.25 44/45 5.26 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 5.01 47/48 5.26 56 5135 3337.75 2824.25 LEVEL TRENCH WITH PERF. PIPE 10/11 5.23 48/49 5.27 57 4952 3218.8 2723.6 LEVEL TRENCH WITH PERF. PIPE 58 4951 3218.15 2723.05 LEVEL TRENCH WITH PERF. PIPE 11/12 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 5.26 64 4361 2834.65 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 13.00 71 5096 3312.4 2802.8 LEVEL TRENCH WITH PERF. PIPE 72 4430 2879.5 2436.5 LEVEL TRENCH WITH 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 34/1 5.28 68/69 13.25 35/36 5.27 69/70 13.25 36/37 5.26 70/8 13.25 37/38 5.26 72/1 5.36 38/39 5.26 OJ• LJ,.,.7-a 17 . DATE: 03-22-2017 'j,11' .,..__...~-----"" BY: JNM ~(\l,T.Jr~ ~~~~s~\· DCWL PROJECT No.: 13586.01 ;/Jrl, ~~\ FILE No.: S306-07C ~ 4•,>' i. I , , I SCALE: N/A ~ LC:r . J/!i / SHEET ,!>: +me, SI I} 8420 154th Avenue NE .. ~O!ST~~ Redmond, Washington 98052 3 of 8 0';. -~-" ~~"'.4L Li\.~ 'h. --"""~ j 425-869-2670 LUA 16-000758 LND 10-0527 'OF TON CONTROL IT #1868 5 -D. CONCRETE iN W/LEAD &: CK IN MON. SE, CITY OF NTON CONTROL INT #1873 :GENO ---- ,..._ ~1 WI ' I ~ i,,J ;r ~ z ,...... I") c-J .._, LLJ ~ N in I 'I 51 ~ ::;; -----_LLJ co p N 0 z ------- ----- -~--- 3~3 5 4 ~~ 4 ----------~ MAR 2 4 7.0'7 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. 100 0 100 200 ---------- \ SCALE IN FEET \ S88'48' 44"E(C)S89'34'39"E(1,3) -----_?Q~.79'(C.3)705.42'(1) A SBB'48'44"E(C)SB9'34'39"E(1.3) \ S8B'4B' 44"E(C) -"1:::::-;;;:;:-:;~~0J.~--3;.;B;.:4.;.;;-9;.;.1 ·~c:;:.:,,~3 :,;:3,:;:;85:::,, 2~s;:.:· .,:.1 '-----~?:.____..2,:ss:.:9~·34• 39"E( 3) \ \ FND. C~N-C~ETE -- MON W /LEAD &: TACK IN MON. CASE 1 I SE 188TH ST ~ ---, --,-- (/) 1-------__J I W I > <( :r:: f-I --~3·25 '(M)-.......____ 20' WATER 225.34'(C----.37)--'-----,~ .• \ ~-,----;,.::-a.----....,,, --------EASEMENT, AFN N01'5~'5~"E(C) ~~ri~::~::~rn~ i EAST LINE7803310031 30!.ao (c) L10_3_1o·cc.3) 30' ELECTRIC EASEMENT, AFN ,...... I") .._, LLJ N 0 b 5 z S89'08'33''E(C) S89'54'2B"E(2,3) ! / A 150.0i'(C) -&. ,...... N ::-- <O 0 3919394 TRACT5 KING COUNTY PARKS (NOT PART OF THIS PLAT) / -.l I <.P c,, .IJ' Cl'. WETLAND~ 'ci BUFFER 1 -~ ~ t,I ·5_ \ r- \ \ \ \ \ \ \ \ \ N \ \ 0 \ \ \ \ \ \ \ \ \ \ \ \ ~I Ol --r...a.------: ffi u I LOTY \ I LOTX I I -----j-... 0 N 30' ROADWAY~ EASEMENT, AFN I 14031ao421 1 I \ ' I c-,j \ ,____ __ L __ -----1 "' ~ \ 'i ~ \. \ I ~ \ ------e~ _o --, I I ,____ __ _L __ __,___ n I I I FND. 2" BRASS DISK W/PUNCH IN MON. CASE '-----L-~----~- PLAT BOUNDARY ~ PROPERTY LINE • CENTERLINE 0 SECTION LINE EASEMENT LINE ct WETLAND BUFFER LINE (M) SECTION CORNER (C) NORTH 1/4 CORNER (#) & LOT1 KCSP 582064 SE 192ND ST 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. # FOUND MONUMENT ID# N ' A N88'10'51 "W(Cr,, LI::,. N88'56'46" 2) \ ii ~ 120.00'(C,2) i & ' : 0 g~ ::--n mi-J g N° A ~ 5 g ---1~ LI::,. rJ') r.n -~ ;; Q8 & '8 -~ s: s: ,..._ co s3 gJ~ ;J_ gJ 10 oi i<1 -NBB'10'51''W(C) ,..._ V> r 0 z ,-., u ~ " _LO EASEMENT FOR ~ -( ENCROACHMENTS 0 AFN ___ _ ---z 0 \ \ \ \ \ \ \ \ I ' _ _& 159.92'(C,2) N89'33'11"W(C) S89'40'54"W(2) ~ ~ o 5-J. 1----0 N88'10'51 "W(C) ;:'. ;.. ~ N8B'56' 46"W(2) -;::'.' 0 ~ N88'56'46"W(2) 5l g t0 52.00'(C,2) 00 'b, \ \ '"' N cr, 0 145.58'(C,2) j\ 3 N I oi ~ 1:d" \ LOTZ N01 '52'51 "E( C) N01 '06'56"E(2) 30.01'(C,2) ___ _.___ ' o"ll'J(C) sso·,7.\"ll'J(,,2) 579'31 I .-'&- 1 B5.72' ( C,2) 499.85'(C,2) 1321.23-;-(M,2,3)1322.30(1) -~',-- MONUMENT REFERENCE TABLE SYMBOL II 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 FND. 2" BRASS-~• DISK W/PUNCH IN MON. CASE SYMBOL II DESCRIPTION 15 I \ I --,- ----N c.5 '-' b 01----- ~ \ \ \ \ \ \ \ \ 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: 03-22-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07D DDWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 SCALE: 1"=100' SHEET 4 of 8 LUA 16-000758 LND 10-0527 _ _J CANYON TERRACE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. 0 100 ---200 ~___./__ t 100 ------ ----------------- FND. C~N~~ETE -- MON W/LEAD & TACK IN MON. CASE 1 I w ---1 (./) i-------_J g; <( :r: f-I I g I I ..-r-----i-- 1 I SE 188TH ST t-----L __ _ --, I I ___ _L __ --1--- n 20' Private Road 20' Shared Ac,:ess Tract G 23 22 20'Shared Access Tract D 20'Shared Access Tract E __J 21 20 19 18 TractF i-------.:~~---1 123RD CT. SE 15 14 SCALE IN FEET 56 48 \ i -1 47 iil S?,. )> 46 _!__,. N (.,.) I~ ::0 45 o, (l) -u, \t ! 44 en m .-. "U 43 '.:!-< ~ 57 58 _., 42 41 24 40 25 0 "O 26 -I (1) iil::, 0 (/) --o -w £ 27 28 12 11 10 9 \ \ \ 65 66 67 68 69 70 Tract 8 Storm Water Facility KING COUNTY PARKS (NOT PART OF THIS PLAT) NGPA Tract L FND. CONCRETE MON W/LEAD & TACK IN MON. CASE, CITY OF RENTON CONTROL POINT #187.3 I I I FND. 2" BRASS DISK W/PUNCH IN MON. CASE 8 -------------- .__ __ L--~~~- 3~3 ~----;,r,___ ______ ----~~ ___ ----___ ---~-~-· 1:2_r_s_r __ _ n----,--....--\ -, r LEGEND PROJECT BOUNDARY ~ CASED ROAD MONUMENT PROPERTY LINE • PROPERTY CORNER SET (5/8" REBAR CENTERLINE W/CAP, LS # 40101) SECTION LINE 0 PROPERTY CORNER SET (LEAD & TACK W/WASHER, LS # 40101) RIGHT OF WAY LINE C) PROPERTY CORNER FOUND (AS NOTED) PROPOSED LOT LINE (M) MEASURED DIMENSION EASEMENT LINE (C) COMPUTED DIMENSION WETLAND BUFFER LINE (#) DIMENSION FROM REF. DOC. # SECTION CORNER NORTH 1/4 CORNER ----------~---- FND. 2" BRASS---'' DISK W/PUNCH IN MON. CASE DDWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 \ \ \ \ \ \ \ \ \ \ \ \ DATE: MAR 2 4 2011 VOL/PAG[lNING DPJ:: ,.lN \ \ \ \ \ \ \ \ \ \ \ \ \ N \~ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 03-22-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07E SCALE: 1"=100' SHEET 5 of 8 LUA 16-000758 LND 10-0527 Curve Table Curve # Length Rodius C1 29.39 278.50 C2 74.26 278.50 C3 58.50 278.50 C4 8.11 278.50 cs 13.14 271.50 C6 9.79 271.50 C7 40.04 271.50 CB 41.95 271.50 C9 61.01 226.50 C10 27.65 226.50 C11 37.51 323.50 C12 14.48 323.50 C13 40.27 25.00 C14 81.69 178.50 C15 13.26 178.50 C16 23.61 15.00 C17 71.0B 73.50 C18 9.59 223.50 C19 41.66 223.50 C20 70.68 223.50 C21 22.35 223.50 C22 16.10 11.50 C23 66.BO 323.50 C24 38.68 27.50 C25 43.70 27.50 C26 36.46 90.00 C27 54.32 90.00 C28 71.29 70.00 C36 15.69 128.50 C37 20.00 390.00 C43 72.14 370.00 NOTES: Delta A=6'02'50" A=15'16'39" A=12'02'1 Q" A=1'40'06" .:'.=2'46'20" A=2'04'01" A=8'26'56" A=8'51 '12" t.=15'26'00" .t\=6'59' 41" A=6'3B'36" t.=2·33'53" t.=92'17'0B" A=26'13'12" .t\=4'15'24" t.=90'10'09" t.=55'24' 42" A=2'27'33" t.=10'40'47" A=18'07'13" t.=5'43' 43" f.=80'14'09" t.=11 ·49'55" a=so·34'55" A=91 '02'30" t.=23'12'36" A=34'35'02'' t.=55·21 ·20" il=6'59'41" ll=2'56'19" t.=11"10'15" 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. 29 4686 SF 1- 11?3 (0 0 w 'h 0 ~ IP ICO IX) (/J - 19 4503 SF --- 4 N01 '55'57"E KEY MAP -111 = 400' CANYON TERRACE A PORTION OF THE S.E. 1 / 4 OF THE S. W. 1 / 4, OF SEC. 33, T23N, RSE, W.M. No1·49'og"E -------------------- WE~L~;-~ . ±~~.Ol' ----------l-.- 4728 SF 0 N 0) ~ IX) -c::i 0 IX) ' co co z S01 '49'09"W s, 1-100.00· ,uJ", 9:---;;~:;,---;_'ft-~~....:::.. " 1 ;,, I ' . ;,6', If,, O! 00 l"l N 6'6',9·· ~ ~ 67.15 32.85 "' 2 •N}:: I I") CX) / "'-"'-4331 SF ~ .>. "' ~~S· "'-"'- 30 4267 SF I l-o 'Si-m w 'h 18 0 5608 SF ·~ 10 "'- "fl= 'h -01N ~ • ...i: D LO 00 CX) 17 5073 SF I ,-co N r..: D ~ w 16 'h 4085 SF 0 I I 3815 SF I 6599 SF 20' Private 1 Road Tract F 44.53' 18.02' N1 '55'57"E 140.00~ - I 1·· ---,. lb ,o D H ~ . 0 g ~ 15 -~ ~ 4000 SF~~ -0. BUFFER (TYP) 6 5761 40 0 40 80 ------SCALE IN FEET LOT2 K. C. SHORT PLAT #278113 so1 ·49·09"w 88.00' 50.60 \ -00 0 I") ,, I.{) ,, '<t' SF ~ r--~ I' L() 7 ~ 0 ~ ~ co 5324 SF co z 123rd Avenue SE 12 5909 SF 55.49' 14 6406 SF I I w 11 en 3985 SF 0 -1' p IX) co (/) 40.00' No1·52'51"E _ N01 '52'51 "E 40.00' ---~ 'b D ci D 10 J..J 4000 SF Ol 0 ;..... p CX) IX) (/) 40.00' 131.55' 40.00' ---- 'b 0 c::i 0 I~ I 9 _w 4000 SF 0) 0 r--p LO CX) (/) 40.00' 240.08' b 0 ci 0 ,~ I w 'o, 0 r-- I I -LI') ~ N 182.37' l[) Ii) ~ 44.07' --- 8 "'l I FND. 2" BRASS__/ DISK W/PUNCH IN MON. CASE -... o. "1 c-.i "c-.i ro. l!l ... -.... (1J • 0 r-....... ('I • 50.82' • I. NI LO I") I CXJ .:f ai CXJ O'> I") tj- I i $ • r') ~ ~ LO tr) LO r OJ 5433 SF oo ..... co lf) co z i _____ f _ 64.59' No1 ·52'51 "E 30.01' ,~ wi I st N I- Cl) Cl z N Ol .,.. UJ Cl) (lj co z IX) I~ 1P LO LO (/) v ~oo I :j ___ :~ f ___ Jr------ I") r (/) ------------- 5.00' 40.00' 491.07' 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 (I:)10• PRIVATE STORM DRAINAGE EASEMENT Q}15• PRIVATE STORM DRAINAGE EASEMENT @FLOW DISPERSION TRENCH EASEMENT @PUBLIC PEDESTRIAN EASEMENT --~-- DOWL FND. CONCRETE MON W/LEAD & TACK IN MON. CASE, CITY OF l'0 RENTON CONTROL N POINT #187.3 l'0 OJ co IZ I DATE: 03-22-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07F SCALE: 1 "=40' 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 6 SHEET of 8 LUA 16-000758 LND 10-0527 Curve Table Curve # Length Radius C5 13.14 271.50 C6 9.79 271.50 C7 40.04 271.50 CB 41.95 271.50 C9 61 .01 226.50 C10 27.65 226.50 C16 23.61 15.00 C17 71.08 73.50 C27 54.32 90.00 C28 71.29 70.00 C29 40.50 271.50 C30 20.81 271.50 C31 39.27 25.00 C32 30.63 19.50 C33 50.02 226.50 C34 28.38 128.50 C35 34.61 128.50 C36 15.69 128.50 C37 20.00 390.00 C38 48.00 370.00 C39 48.25 370.00 C40 49.26 370.00 C41 48.68 370.00 C42 48.50 370.00 C43 70.13 370.00 C44 27.73 19.50 C45 19.02 235.50 C46 37.75 235.50 C47 37.90 235.50 C48 38.42 235.50 C49 37.32 235.50 C50 15.38 235.50 C67 4.14 370.00 Delta 11=2·45'20" 11=2·04'01" A=8"26'56" A=8"51 '12" A=15"26'00" 11=5·59' 41" A=90"10'09" A=55"24' 42" A=34"35'02" 11=58"21'20" 11=8"32'48" A=4"23'33" A=90"00'00" A=90"00'00" l:.= 12"39'1 O" li=12·39'1 o" A=15"26'00" 6=6"59' 41" A=2"56'19" A=7"26'01" A=7"28'17" ll=:7"37'42" l1= 7"32'17" b.=7"30'39" A=10"51' 38" A=B1 ·2s·o1" A=4"37'36" A=9"11 '05" l1=9"13'13" il.=9"20'49" A=9"04'43" A=3"44'30" .li=00"38'28"' LINE TABLE LINE # BEARING DISTANCE L1 S88"09'33"E 4.70' L2 N61"51'15"E 21.24' L3 N88'04'03"W 15.00' L4 S01 '55'57"W 35.50' L5 S19'10'26"W 15.18' EASEMENT DETAIL -1w=20' _l---\/ ----\ ---\ \ \ \\ ct> \ \ \ i-----~) ~ 6.00' _L _j NOTES: UNLESS SHOWN OTHERWISE, ALL FRONT CORNERS ARE MARKED WITH A TACK AND WASHER STAMPED 0 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. CANYON TERRACE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4. OF SEC. 33. T23N. RSE. W.M. 40 0 40 80 ------SCALE IN FEET KING COUNTY PARKS (NOT PART OF THIS PLAT) NGPA Tract L Tract B Storm Water Facility Vl I! I • ,:;;: '° ;--l 0 N. 69 70 4860 SF 4455 SF ,~ ~ 1N Im Ol ,. (]1 "" rn_ _T l"!. 40.00' 124th Avenue SE N02'58'15"W 40.00' 40.00' --------- Vl 00 ---1 g .i,,: V1 :l. 45 I 44 I ~ 0 ()) I i.,, I~. 40.00' 398.13' 40.00' --- Vl CD ---1 g .i,,: vi, ::E 43 3893 SF 3918 SF 3943 SF lO ~ N -!. <O -.J ()) ""- 26,512 SF 123.96' N tO i:..n_ ~ ~ (]1_ 40.00' C50 - ~-·- Tract M Vl Vl ~I ,vi CD CD .~ ---1 Ull ---1 g g ul ul '1 t.,J_ .i,,: -4>--Ul. U1 o_ 0 -:i ,-:l. -:i • ::e 40 42 I 41 4137 SF ~ ~ 4229 SF 3968 SF 0 0 tO <O 0 0 CD tO ~-' OJ ~ ,r:::i '°· I I • 39 4184 SF -~-----~---- 0 . I ~-41;!02,_.0QJO;i,'..'_---<b----1;42~.J.;.741'.'-~.Jt'..~~~~---~ 40.0 _ -~ _1.Q..O ~o~·---e--40~. Q.O.'.. S2'04'43"E Tract A ---=352.66' 123RD Pl. SE (Private) J --__ _:_.-1--...---5·1. 75' ::: _"':"~ -.Joood"' ---,50.800~ -! o,4 -------- 57 ~I~ _:</"I~ ~I"...-47.68 4952 SF ?i 1 ~ f lR 4951 S:__J~ ~ ,..._ ID V) ~ z 90.00' 90.00' zo.oo· 291.15' .r<) 0 n Ol 0 o. S1°55'57"W 0 0 co Ol 20' Shared Open Space ~: Access Tract E co 24 .w: 40.00 25 0 0 oj Ol 13:: 1;., 0 --------~- 37 4162 SF 38 4235 SF 174.B9' 40.00 40.00 b 0 0 0 co IXi 0) 0) ,! 27 3:: I• ll'l 1 l'l 0 0 26 --~-- WETLAND BUFFER (TYP) 35 5117 SF 36 4161 SF 71 5096 SF 29 28 4686 SF 4728 SF 30 4267 SF 0 N oi m co • oO co~ (X) IX) z 3 3984 SF / ::: = = ••"JY,or 1 f_ _ T!~,?~I--; 5362 SF 8 ;i. p ID co V) 3920 SF ·v 3920 SF p ;i. p 3920 SF ;i. 4548 SF 0 --_ -148.af~ =. f -----. @°:J"f'2o---. r ____ -~-u.2tW-\ ~ ----~J")J··~ ---~ 59-1..L -\ ~ co io co co z z ID ID z -----~ ---~ N01"55'57"E 58 4.04~----)~ --- SEE EASEMENT DETAIL TO LEFT N8B'04'03"W 10.00' s1 ·ss'57"W 10.39' N88"04'03"W 10.00' 14.73' 40.00' 40.00' 40.00' S1 "55'57"W 35.00' 0 0 123rd Avenue SE d N01 '55'57"E S1 '55'57"W ; 7 0.SO' 127.21' s 56. 71· @20' Shared---.-+--' Access Tract G 0 35.00' N O :-r ,., _JS_._®_ -, 0 ..J ~ g -L4fi---) ci I.() w r<') r<') CXJ p O'l 00 (/) Ol N d N 0 0 PRIVATE 5 [ STORM 15.5' 29.5' DRAIN I t---+---==---i EASEMENT I I i 4&lsF ~: 53a2sF /~1 I ~ g' I ~10 I b,.g) J. ©4 ---------J 43.13' w ~ 0 • • 0 v LO 0 . • t() ID ~ ~I~ 29.50' I I 21 1° / 4671 SF IC! t() ,..._ I ~ f---- 10 ICO d 0 C29 w 20 • 8 4133 SF ;i. ,P ,;f __ !---/ __ c9 / / / 1· I~ <o 0 _w ~ 19 8 4503 SF ;i. IP I ID ID If) I ,_ 0 .... CJ) ~ 3:: / 6.88' ,w 18 81N 17 1.~ 5608 SF ~1 ~ 5073 SF ~ 10 iXJ CO 0 ~ __ J~ -----:; KEY MAP -1" = 400' EASEMENT LEGEND @10' UTILITY EASEMENT @15' UTILITY EASEMENT @s' UTILITY EASEMENT @10' SANITARY SEWER EASEMENT @10· WATERMAIN EASEMENT @10' STORM DRAINAGE TRACT @20' SHARED ACCESS TRACT G @5' PRIVATE STORM DRAINAGE EASEMENT @10' PRIVATE STORM DRAINAGE EASEMENT @15' PRIVATE STORM DRAINAGE EASEMENT @FLOW DISPERSION TRENCH EASEMENT @PUBLIC PEDESTRIAN EASEMENT DOWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 DATE: 03-22-2017 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" A=15"17'00" A=23"27'32" A=21 "06' 43" 11.=2·20' 48" ll.=5"03'55" A=10·54• 44" A=2"42'12" A=13"54'23" t.=6"45'31" ll.=8"52'57" A=8"53'55" t.=3"15'56" t.=60"32' 49" ll.=03"57'11" .A=00"17' 41" A=00"40'35" A=01 "30'41" LINE TABLE LINE # BEARING DISTANCE L6 N27'25'18"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 \ (0 I!) I") lO CANYON TERRACE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, RSE, W.M. ---···---------- l VOL/PAGE (# ~ i-~~ --------~---- 40 0 40 80 ------ PRIVATE STORM DRAIN EASEMENT J-'1 I / : in -l{J co • vv 1o n ro ~ IJl I 59 8241 SF -..;I-- -..;I-0 ~ SCALE IN FEET EAST LINE 30' ELECTRIC EASEMENT, AFN 3919394 KING COUNTY PARKS (NOT PART OF THIS PLAT) WETLAND-- BUFFER (TYP) 61 4279 SF 53 3817 SF 62 4044 SF 52 3797 SF 63 I 3985 SF I - 51 4218 SF ,--- / i I / L, r__J Gabion Outfall~ Easement / / (NOT DEDICATED WITH THIS PLAT) / / I I l_j_ ___ -, I I g,\\ I°':\ I 1S I tj 64 I :el 4361 SF \ I 4392 SF i J--© I ,p;I '°11 I '-', 40.eA' .~ ,-i,: I Ul, ,ui. -i :IE (/) co -.J 1g I • -I'> Ul • :;; ,~ I~ ~ ____ ..\-l.------ 24.17' 40.00' 67 5133 SF --- 40.00' (/) co -.J ,S ·~ (J1_ -i '~ le.,, rs> -!> U1. WETLAND-- BUFFER (TYP) (/) 00 -.J ,g I~ U1 ' :IE 68 69 5245 SF 4860 SF ,~ I~ U1 ----------- (/) 00 -.J ,g I • -I'> Ul i 70 4455 SF ~ Im ,. -!> mj ___ (.,j. ---- 40.00' 40.00' 40.00' 124th Avenue SE 398.13' 49 4118 SF N 02·ss'15"W 45 ------- 40.00' ~i- s .i,: U1_ -i I 44 I 3918 SF lO :..J m 1 -I':. 40.Q.0~ 40.00' IJl 00 -.J 9 ~ (./1, :;; 43 3943 SF lO fXl N "!. -------- 40.00' 4951 SF 90.00'._ __ 291.15' I 584.04· --- 20' WATER--t---...-i ~8 EASEMENT, AFN 7803310031 w (/) KEY MAP -1 " = 400' OJ OJ z N01"55'55"E 30.00' 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 i 15' PRIVATE STORM DRAINAGE EASEMENT FLOW DISPERSION TRENCH EASEMENT PUBLIC PEDESTRIAN EASEMENT DOWL 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 DATE: 03-22-2017 BY: JNM PROJECT No.: 13586.01 FILE No.: S306-07H SCALE: 1"=40' SHEET 8 of 8 J'<j-co ""' ' 1 1 I ' I ~66 8 o Ii) '-1) UJ ~IJJ -U J "'' o, ")O /1 -- -- \ EXISTING CONDITIONS SCALE 1"=100' 0 . . \ . . . / <·"' \ • . \ . . . . -1 I I I I I I I BOULEVARD LANE PARK } I I I UNINCORPORATED KING COUNTY 50' EASTERN WETLAND BOUNDARY WAS NOT DELINEATED. BUFFER EXTENT UNKNOWN. 100' 200' i ! " " ..: ,,..-_.,_]_ <,, ~I 1~1H'i ~' G { ! SE 11l 2nd S1 ~ ' New BE 11,11irn yt [h11:;11en r,IIQ.1'.'J,ip l"ifil ["iij~:lr;d ~~ P,~t bV""''"'' Chere, ,. .. ' ! •n,{!la,, h• ,,. ,., 1-11~~,1.,, l •, 1,~ \ j ,, ' e,mL,ic \..,s.1.,,f $l lffi>'1>11; Or;h cciu, ct, um h ,;: .. S[)'~n ::,. X ., _Re,.«» • f?W"") J SE l'ltndSI ~lew ,n-~, ~l em"'t"'y '1' =oo , ~ 5-i:ic:: --•M . VICINITY MAPS L~t lt lleii;t• ,;,,.·,:ruue tioo ' 1<;,;,#111 1, 1°<10.~~!~0 h I ' i " < '· flo ,,;,.,.,,rrJ t~nm: SE 19~n!JSt • PROJECT AREA r~,,.,,ooc1 Chnsl i,n .,, P"ct,,;lw,ol S!Slt>p,'l<;", tl "'ttil ,•:,,I'!' • . ~·,~1~~ 9 .IN "/' CITY OF RENTON RECEIVED DEC 212016 DEVELOPMENT SERVICES hc hDo Ert ... loitlf',.nl • & E,'<',ts &El91nd S I A.~ i..,~_<J l:C er • ~,,,,~trl>C 1!0fl Ma~imo , •;le~n<ng $.,,..,, Ka loi'•/\\110 Re{>e 1r '•.i;- • 1moo ,i, i,to,;!\o rlio) · ci 't"- amrn Ol ui,I, f ~I ?<'-~ ' ~oa: ... .. r .,.,,, ... " > ,, ..... ,, ... ,, (iii;) 1"'-'' "':" '\;, "~::.".ll ~\.. -""~"' ?,., \ • ', • SHEET INDEX 1. EXISTING CONDITIONS 2. IMPACTS AND MITIGATION PLAN 3. MITIGATION PLANTING PLAN & SCHEDULE 4. MITIGATION PLANTING PLAN CONT., PLANT INSTALLATION SPECIFICATIONS AND DETAILS 5. TEMPORARY IRRIGATION PLAN 6. MITIGATION NOTES NOTES 1. CRITICAL AREAS DELINEATED BY THE WATERSHED COMPANY BETWEEN 2007-2014 2. SURVEY RECEIVED FROM PARAMETRIX . 400' ~ IDRAPT-NOT FOR CONSTRUCTION ! © Copyright· The Watershed Company THE WATERSHED COMPANY 750 Sixth Street So~th Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design en z 0 en > w C[ ca en ...I ~ I- :ii: (C :::J en 0 w en 5 w 0: z ~ 5 0.. 0.. z z 0 0 ~ ~ ~ E f'.: tii f-:; ~ w en en zz :;;! ~ t::: t::: oo f-=i w :; :; f'.: -Ii: Ii: g, ~ en 0: 0: f-w w t1j t1j 0: z ~ 0.. 0.. u_ ,.: ,.: en ..J z z 0: WW 0 0 w w w 00 u u 0.. 0: 0: ... ... ... ... ... ... ~ ~ ~ ~ ~ ~ w ' ' ' ' ' ' f-~ ~ ... N 0 ... < '"' ~ N 0 ~ N ' <O <O d, ' ' 0 ~ 0 0 0 0 0 0 ~ ~ ci z ~ N '"' ... "' ., SHEET SIZE: co LO 0 co O') ~ z 0 1-z w c:: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. w PROJECT MANAGER: NL :! z DESIGNED: NUMF w ~ u: DRAFTED : MF CHECKED: NUt S JOB NUMBER: i:i 140121 0 w ~ SHEET NUMBER: a: Q. W1 OF 6 w ~ ~ 0: ~ " w a: a:' w > 8 w a: a:' ~ " w a: o ' 0 ,. >' w a: ± <i< 'l' z Q ~ i= >i I " 5 :,!: "' ~ :c " z w a: u. "' z I 5 C! ~ - IMPACTS AND MITIGATION PLAN SCALE 1"= 50' AT FULL SIZE 22"X34" PLOT LEGEND .·.·~·,.:_,:_,__,-='."".z,i DELINEATED WETLAND BOUNDARY --------WETLAND BUFFER , APPROXIMATED -··-··-··-100'-0" STANDARD WETLAND BUFFER, KING COUNTY -·-.. -··-.. -·-.. -··---.. -PROPOSED MODIFIED BUFFER ----180'-0" STANDARD WETLAND BUFFER, KING COUNTY --150'-0" STANDARD WETLAND BUFFER, CITY OF KENT G §§§§"<J"{l WETLAND IMPACT, TEMPORARY, 3,000 SF t .. .. .. =I WETLAND BUFFER IMPACT, PERMANENT, 9,700 SF IX x x x x >1 WETLAND BUFFER IMPACT, TEMPORARY, 36 ,750 SF WETLAND BUFFER LOSS AREA, 3 ,250 SF (DUE TO BUFFER MODIFICATION) b'-"-·>·~;,~,,','-':,', WETLAND BUFFER GAIN & MITIGATION AREA, 19,000 SF FUTURE SOOS CREEK TRAIL• PRE-EXISTING IMPERVIOUS SURFACE •-.. ---®I _.,. SPLIT RAIL FENCE WITH CITY APPROVED SENSITIVE AREA SIGN IMPACTS 3,000 SF TEMPORARY WETLAND IMPACTS 36,750 SF TEMPORARY WETLAND BUFFER IMPACTS 9,700 SF PERMANENT WETLAND BUFFER IMPACTS 3,250 SF WETLAND BUFFER LOSS AREA *SOOS CREEK TRAIL IMPACTS TO BE MITIGATED SEPARATELY BY KING COUNTY MITIGATION I 3,000 SF WETLAND RESTORATION 36,750 SF WETLAND BUFFER RESTORATION 19 ,000 SF BUFFER GAIN & MITIGATION AREA SEE CIVIL DRAWINGS FOR UTILITY PLAN 0 25' 50' 100' 200' i~ !DRAFT-NOT FOR CONSTRUCTION! © Copyright~ The Watersh ed Company THE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www .watershedco.com Science & Design z 0 • (_) ~ z 00 -~ -I-z 0 :) z :c .. ~ <C ca u, p _J Cl) 00 a.. 0 W µ:;i z <C a:: owo -~o I-<C a:: <C '-90 w -LL I-µ:;i I---0 Cl) ~ ~w z a:: <C 0 a.. w a:: a.. u :,. LL LL LL LL LL LL I Ill ::;; ::;; :a: :a: :a: :a: 0 w (/) ~ Cl) 0: z z ~ 0 :'5 Cl) a. a. > z z 0 0 w ~ ~ II'. oa Cl) ~ ~ ~ tu tu ~ ~ ...J (/) (/) <( z z ;i! ~ f-f-I= 0 0 :J tu ~ ~ ~ ~ ~ ~ (/) 0: 0: ~ w w ii: w w t:: [Il u z ~ u :a: a. a. ::> :::; z ~ ~ ffl 0: Cl) w 0 0 w 0 0 u u a. 0: 0: ... ... ... ... ... ... ~ ~ ~ ~ ~ ~ ~ ' ' ~ 0 ~ ~ "' ~ ;; ' gJ ~ 0 ~ ~ ci z ~ N "' ... "' <D SHEET SIZE: 0 00 r- 0 I 0 co O') O') r-co pa r- 0 r 0 I -00 0 co LO N 0 0 00 I O') r-<( 'q" ~ N -0 z I -0 10 I-'q" z N 0 w I c:: 0 0 O') O') r-co en 0 z ....J w () c:: <( a.. ~ o' ~ " w a:, a: w ii " w a: I a: w ii " w 0: c' 0 "' >' w o;: ..,. ~ 0 ORIGINAL PLAN IS 22" x 34". !;;: ~ SCALE ACCORDINGLY . "', I w -"'~ PROJECT MANAGER: NL " 0 z ..,. DESIGNED: NUMF ~ .. u: ~ DRAFTED: MF CHECKED: NUAS :c JOB NUMBER: " z :,. w "' 0: 140121 C u. w " I-z z --0: SHEET NUMBER: il: ~ W2 OF 6 ~ i 25 ~ PLANT SCHEDULE PSEUDOTSUGA MENZIESII / DOUGLAS-FIR • TREES YUt;,. ~ ~ ~ o 1J RHAMNUS PURSHIANA / CASCARA ~.D~,;;;;, 11 "' SALIX SCOULERIANA / SCOULER'S WIL LOW ~-l , J TSUGA HETEROPHYLLA / WESTERN HEMLOCK ~ SHRUBS 0 ACER CIRCINATUM / VINE MAPLE 0 AMELANCHIER ALNIFOLIA / SERVICEBERRY G CORN US SER IC EA/ RED -OSIER DOGWOOD ® CORYLUS CORN UTA/ BEAKED HAZELNUT (Si HOLODISCUS DISCOLOR/ OCEANSPRAY ® MYRICA CALIFORNICA / PACIFIC WAX MYRTLE CD OEMLERIA CERASIFORMIS / IND IAN PLUM 8 ROSA GYMNOCARPA / BALDHIP ROSE 8 ROSA PISOCARPA / SWAMP ROSE @ RUBUS PARVIFLORUS / THIMBLEBERRY C9 RUBUS SPECTABILIS / SALMONBERRY (g SAMBUCUS RACEMOSA / RED ELDERBERRY 0 SPIRAEA DOUGLASII / SPIRAEA \ \ \ I J I I I I I I I I \ \ \ \ \ I QTY 17 19 17 13 19 77 52 62 60 51 45 92 28 52 54 68 37 SIZE 4 FT. HT. & 20 IN. DIA ROOTBALL MIN, B&B. 1 / 2 IN. CAL. MIN. & MAX. HT. 6 FT., B&B #5 OR #7 CONTAINER & MAX. SPREAD 24 IN . 4 FT. HT . & 20 IN. DIA ROOTBALL MIN, B&B . 2 GAL. SHRUBS CONT. QTY. SIZE 2 GAL. 1 GAL. 2 GAL. 2 GAL. 2 GAL. 2 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 1 GAL. 8 SYMPHORICARPOS ALBUS/ SNOWBERRY @ VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY GROUNDCOVER G:::v GRASS SEED MIX PROTIME 504 UPLAND MIX, AVAILABLE FROM WWW.PROTIMELAWNSEED.COM, OR EQUIVALENT APPLY PER MANUFACTURER RECOMMENDATIONS. €ffl1'Jll CUSTOM EMERGENT SEED MIX AVAILABLE FROM SUNMARK SEEDS CO., PORTLAND, OR APPLICATION RATE : 22 LBS PER ACRE SPECIES SCIRPUS MICROCARPUS JUNCUS EFFUSUS JUNCUS ENSIFOLIUS JUNCUS TENUIS Qz2:)0THER %BY WEIGHT 25% 25% 25% 25% 57 89 PLANTING BY OTHERS, SEE LANDSCAPE ARCHITECTURE PLANS -... @ ... SPLIT RAIL FENCE WITH CITY APPROVED SENSITIVE AREA SIGN 1 GAL. 1 GAL. MITIGATION PLANTING PLAN SCALE 1 "= 20' "" '\, I I ) I -----;-- I I I I I I I I I _(____ ---c-----1 - _ 1 Nas·10·5{,w I \ \ \ \ I I I I I I I ':o " \ ' ' / I \ \ I I I I I I I I I\ I \ \ \ \ \ \ / / I I~ I I I I I \ \ / \ I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ i I I .. . - 0 10' 20' \ " I I ' I ,I 1 1 I I 'I I \\ I \ I i I I, I I I I i I I ~ + + + ;r,+ + -e + + + \+ + +\ + + + '!-+ + I + + + 1\ + --- + .+ + _!%',/I + +I + + + + °\ + + + . I + + + "'-,.i2;?K 1 +\+ + . ., +\ + + +\ .. + .\il, + + "'-..J.,.,...-'-d-.' + ~ + + + + ,+ + + + + + + + I+ + + + +1 + + + + + + + + \ + + - ,'. I I + -t + + ~~"'7'1r'( + + + + ---,._~ + ~ + + + + \+ + + +1 + + + + + 40' 80' TCHLINEA I - i I \ I I I --1 -1: 1: ii \I I ' J_ J- I 11 I h 11 ii \ \ I I I I I I I I I I I I I I I I I ' '. I , I I ' / i / I I I ' .:, "' cf) OJ ,.., ,.., I I I I I I I I I ' ' I ' I I I I I I ! ! I I \ I I I I I i I I I I I I I ! I I I I I I I I .\ \\ I I I I I I I I I \I I ! I I ' ~\ I I \ \ \ \ I ':, \ \ \ I I \ \ \ I I I I I I I I I I I I I I I I I T.L. i I I I I I \ \ I I I I I I I i i \ \ I I I\ 1\ I \ I \ I I I I I ~\ 10; fr V ~ I I I I I I I I I I I I I \ I I I I I I f: ,.., I I \ I I \ 0 t I \ I I I I I I 12 m - I i I I 1 EASEMENT LINE :0,, ; I I i I ; I I I I I I I I I I I '. I \ ~ \ /~\ I I I I I I I I I \ \ I ,, I I I I \ \ I I I I I I I I I I I I I I ) \ I I \ \ I ~ ~ \ \ I I I I I I I C B I DRAFT-NOT FOR CONSTRUCTION ! @ Copyright~ The Watershed Company TI--IE WATERSHED COMPANY 750 Sixth Street South Kirkland WA 98033 p 425.822.5242 www.watershedco.com Science & Design z 0 ~ 00 ~ 0 ~ ~ 00 ~ ~ ~ ~ ~ z 0 u • () z - ~ I-z z :::::, <( I .. _J oa ~ Q. 0 W z <( 0:::1 owo -~o I-<( a:: <( CJ Ow -u.. I-I---o(I) ~w a:: <( Q. w a: Q. Cl w (/) ~ Cl) 0:: 5 ~ ~ Cl) c.. c.. -z z GJ O 0 a: ~ ~ ca c..-- C/l <( t:: !::: tii tu ..J ::. ::. ::. (/) (/) <Czz...1...1 0 00 T""" 0 I 0 (0 a, a, T""" (0 oa T""" 0 T""" 0 I -0 (0 N 0 I T""" ""'" N 0 I -0 ""'" N 0 I 0 0 a, a, T""" (0 Cf) 0 z .....J w (.) 0:: <C a.. 00 LO 0 00 a, <C $ -z 0 I-z w 0:: ~ a: ~ (J w t: 0 0 <C <C 1--t:: t:: .--~ -::, ::, w ::. ::. .., c.. !;: 6: 6: (/) 0:: 0:: """(i:wwwt::ww co (.) z (.) (.) ::. c.. c.. ::, <l):::iZZo::>> Cl) wwoowww i w Cl Cl (.) (.) c.. 0:: 0:: ~I w ~ al 81 " >' ~ ~ 1---~~~~~~~~~t-,z SHEET SIZE: o ORIGINAL PLAN IS22"x34'. ~ SCALE ACCORDINGLY. ~ w ;;; PROJECT MANAGER: NL i j DESIGNED: NUMF ~ ~ DRAFTED: MF CHECKED : NUAS JOB NUMBER: 140121 SHEET NUMBER: W3 OF6 ~ >-w CD a: 0 LL ~ ~ -a: il: :l! w ij < ~ 0 - I 1 ----· -·--·---------------------------------------··--------------------------------------------------------------------------------~------------ ···,\\ ' ' \ \ . \ \ \ ' \' \ ', " \ ',"' ·---~ ' _,---_-,/1 I ~"' - !-----r l . - __ i -' i ____ . ,-- ' J I I I I _____ . 1----1 1 I_ ... ·+···,· i . .. I ... -· ' I I I I \ ' -i / I I ------_,._ _ _\_ __L. ' \ ·-,, -·-' : ' \ ', I I ' -·-\ ---\-----':---r------11-----,----\----:,-----:---~ \ I \ I ' ' I 1, I I I t ', I ' I ' --- i I \ 1 I I I \ _I _____ J ---·, --1 ---' ---_ --r , I _ ,_ --1 -I I I l I \: -a I I . _' ____ :, __ _j_ ______ ----\ \\ ,~ +' I +---: .. ---•,---1·---\,·--I \I',\', ,•,\&+ I ' . \ I \\_'·lf+ ' ·, ' ;''·i I \:\j+ ' :1 \ I \ I ~lit \ \ if..~il \ ' if•.'/- I I I \ \ \ I I !!) '• co ' ") I + + \ I I \ ! 1 I I . I l i ' ,j 11 ,i 'I 1, ;: 'I I I I i .' i I i ' I ·,.,.,....____ .I ---H' ' -----..,,__ j I : , ' I i I I \ i i \ i ' I I 11 I i i I I ' I I I i i I \ \ \ I \ \ I I I \ ! I I I I I I i I I I i I : ! I I i I I ' I I I I I I I i I I / i i 0 ao ?? :x:: I "'"j ,, a:, / I •"J " i C'J i I ' ' I ' I I I I :; I ii I 1 ! ' I ' \ I \ I \ ' /, \ i \ ii /1 I i I I I, / '1 I i i I I I I I i I i ! 'I I I I \ \ \,,i{, --------------------.... ---·· --·-·-· 0 -i.-,.......,___...,_.._~~"-1"----.\----....:.-.. ..... ·\---T-------1.---,, ·1··-i 'l \ 11 1 I --~ i X i:b ' ' I ! --)_ -------f--· ---------T--·---1.-------\ (°",I I"; ','f; '1-1--\_1_ --t ---\--\---\ -, \ , ·1_ --I i ____ 1 --------r11 i I r I I _',__ I_ --~ --·--------'---'--'---'---...'lli'=-'---'---'----'--'----'-l--~'---'--->--0 ' ' U) 'r I') CD QJ CIJ ") •; n PLANT INSTALLATION SPECIFICATIONS GENERAL NOTES QUALITY ASSURANCE 1. PLANTS AND SEEDS SHALL MEET OR EXCEED THE SPECIFICATIONS OF FEDERAL, STATE, AND LOCAL LAWS REQUIRING INSPECTION FOR PLANT DISEASE AND INSECT CONTROL. 2. PLANTS SHALL BE HEAL THY, VIGOROUS, AND WELL-FORMED, WITH WELL DEVELOPED, FIBROUS ROOT SYSTEMS, FREE FROM DEAD BRANCHES OR ROOTS. PLANTS IN LEAF SHALL BE WELL FOLIATED AND OF GOOD COLOR. PLANTS SHALL BE HABITUATED TO THE OUTDOOR ENVIRONMENTAL CONDITIONS INTO WHICH THEY WILL BE PLANTED (HARDENED-OFF). 3. PLANTS AND SEEDS SHALL BE FREE FROM DAMAGE CAUSED BY TEMPERATURE EXTREMES, LACK OR EXCESS OF MOISTURE, INSECTS, DISEASE, AND MECHANICAL INJURY. 4. TREES WITH DAMAGED, CROOKED, MULTIPLE OR BROKEN LEADERS WILL BE REJECTED. WOODY PLANTS WITH ABRASIONS OF THE BARK OR SUN SCALD WILL BE REJECTED. 5. NOMENCLATURE: PLANT NAMES SHALL CONFORM TO FLORA OF THE PACIFIC NORTHWEST BY HITCHCOCK AND CRONQUIST, UNIVERSITY OF WASHINGTON PRESS, 1973 AND/OR TO A FIELD GUIDE TO THE COMMON WETLAND PLANTS OF WESTERN WASHINGTON & NORTHWESTERN OREGON, ED. SARAH SPEAR COOKE, SEATILE AUDUBON SOCIETY, 1997. DEFINITIONS 1. PLANTS/PLANT MATERIALS. PLANTS AND PLANT MATERIALS SHALL INCLUDE ANY LIVE PLANT MATERIAL USED ON THE PROJECT. THIS INCLUDES BUT IS NOT LIMITED TO CONTAINER GROWN, B&B OR BAREROOT PLANTS; LIVE STAKES AND FASCINES (WATTLES); TUBERS, CORMS, BULBS, ETC .. ; SPRIGS, PLUGS, AND LINERS. 2. CONTAINER GROWN. CONTAINER GROWN PLANTS ARE THOSE WHOSE ROOTBALLS ARE ENCLOSED IN A POT OR BAG IN WHICH THAT PLANT GREW. SUBSTITUTIONS 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN SPECIFIED MATERIALS IN ADVANCE IF SPECIAL GROWING, MARKETING OR OTHER ARRANGEMENTS MUST BE MADE IN ORDER TO SUPPLY SPECIFIED MATERIALS. 2. SUBSTITUTION OF PLANT OR SEED MATERIALS NOT ON THE PROJECT LIST WILL NOT BE PERMITIED UNLESS AUTHORIZED IN WRITING BY THE CITY OF RENTON. 3. IF PROOF IS SUBMITTED THAT ANY PLANT OR SEED MATERIAL SPECIFIED IS NOT OBTAINABLE, A PROPOSAL WILL BE CONSIDERED FOR USE OF THE NEAREST EQUIVALENT SIZE OR ALTERNATIVE SPECIES, WITH CORRESPONDING ADJUSTMENT OF CONTRACT PRICE. 4. SUCH PROOF WILL BE SUBSTANTIATED AND SUBMITIED IN WRITING TO THE PROFESSIONAL AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION. INSPECTION 1. PLANTS AND SEEDS SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE RESTORATION PROFESSIONAL FOR CONFORMANCE TO SPECIFICATIONS, EITHER AT TIME OF DELIVERY ON-SITE OR AT THE GROWER'S NURSERY. APPROVAL OF PLANT OR SEED MATERIALS AT ANYTIME SHALL NOT IMPAIR THE SUBSEQUENT RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF THE WORK. 2. PLANTS OR SEEDS INSPECTED ON SITE AND REJECTED FOR NOT MEETING SPECIFICATIONS MUST BE REMOVED IMMEDIATELY FROM SITE OR RED-TAGGED AND REMOVED AS SOON AS POSSIBLE. 3. THE RESTORATION PROFESSIONAL MAY ELECT TO INSPECT PLANT MATERIALS AT THE PLACE OF GROWTH. AFTER INSPECTION AND ACCEPTANCE, THE RESTORATION PROFESSIONAL MAY REQUIRE THE INSPECTED PLANTS BE LABELED AND RESERVED FOR PROJECT. SUBSTITUTION OF THESE PLANTS WITH OTHER INDIVIDUALS, EVEN OF THE SAME SPECIES AND SIZE, IS UNACCEPTABLE. MEASUREMENT OF PLANTS 1. PLANTS SHALL CONFORM TO SIZES SPECIFIED UNLESS SUBSTITUTIONS ARE MADE AS OUTLINED IN THIS CONTRACT. 2. HEIGHT AND SPREAD DIMENSIONS SPECIFIED REFER TO MAIN BODY OF PLANT AND NOT BRANCH OR ROOT TIP TO TIP. PLANT DIMENSIONS SHALL BE MEASURED WHEN THEIR BRANCHES OR ROOTS ARE IN THEIR NORMAL POSITION. 3. WHERE A RANGE OF SIZE IS GIVEN, NO PLANT SHALL BE LESS THAN THE MINIMUM SIZE AND AT LEAST 50% OF THE PLANTS SHALL BE AS LARGE AS THE MEDIAN OF THE SIZE RANGE. (EXAMPLE: IF THE SIZE RANGE IS 12" TO 18", AT LEAST 50% OF PLANTS MUST BE 15" TALL.). SUBMITIALS PROPOSED PLANT AND SEED SOURCES 1. WITHIN 45 DAYS AFTER AWARD OF THE CONTRACT, SUBMIT A COMPLETE LIST OF PLANT AND SEED MATERIALS PROPOSED TO BE PROVIDED DEMONSTRATING CONFORMANCE WITH THE REQUIREMENTS SPECIFIED. INCLUDE THE NAMES AND ADDRESSES OF ALL GROWERS AND NURSERIES. PRODUCT CERTIFICATES 1. PLANT AND SEED MATERIALS LIST-SUBMIT DOCUMENTATION TO PROFESSIONAL AT LEAST 30 DAYS PRIOR TO START OF WORK UNDER THIS SECTION THAT PLANT AND SEED MATERIALS HAVE BEEN ORDERED. ARRANGE PROCEDURE FOR INSPECTION OF PLANT AND SEED MATERIAL WITH PROFESSIONAL AT TIME OF SUBMISSION. 2. HAVE COPIES OF VENDOR'S OR GROWERS' INVOICES OR PACKING SLIPS FOR ALL PLANTS AND SEEDS ON SITE DURING INSTALLATION. INVOICE OR PACKING SLIP SHOULD LIST SPECIES BY SCIENTIFIC NAME, QUANTITY, AND DATE DELIVERED (AND GENETIC ORIGIN IF THAT INFORMATION WAS PREVIOUSLY REQUESTED). DELIVERY, HANDLING, & STORAGE NOTIFICATION CONTRACTOR MUST NOTIFY PROFESSIONAL 48 HOURS OR MORE IN ADVANCE OF DELIVERIES SO THAT PROFESSIONAL MAY ARRANGE FOR INSPECTION. PLANT AND SEED MATERIALS 1. TRANSPORTATION -DURING SHIPPING, PLANTS AND SEEDS SHALL BE PACKED TO PROVIDE PROTECTION AGAINST CLIMATE EXTREMES, BREAKAGE AND DRYING. PROPER VENTILATION AND PREVENTION OF DAMAGE TO BARK, BRANCHES, AND ROOT SYSTEMS MUST BE ENSURED. 2. SCHEDULING AND STORAGE -PLANTS AND SEEDS SHALL BE DELIVERED AS CLOSE TO PLANTING AS POSSIBLE. PLANTS AND SEEDS IN STORAGE MUST BE PROTECTED AGAINST ANY CONDITION THAT IS DETRIMENTAL TO THEIR CONTINUED HEAL TH AND VIGOR. 3. HANDLING-PLANT MATERIALS SHALL NOT BE HANDLED BY THE TRUNK, LIMBS, OR FOLIAGE BUT ONLY BY THE CONTAINER, BALL, BOX, OR OTHER PROTECTIVE STRUCTURE, EXCEPT BAREROOT PLANTS SHALL BE KEPT IN BUNDLES UNTIL -REMOVE FROM POT & ROUGH-UP ROOT BALL BEFORE INSTALLING. UNTANGLE AND STRAIGHTEN CIRCLING ROOTS -PRUNE IF NECESSARY. IF PLANT IS EXCEPTIONALLY ROOT-BOUND, DO NOT PLANT AND RETURN TO NURSERY FOR AN ACCEPTABLE ALTERNATIVE NOTES: 1. PLANTING PIT SHALL NOT BE LESS THAN TWO TIMES WIDTH OF ROOTBALL 2. LOOSEN ROOT-BOUND PLANTS BEFORE PLANTING 4" MULCH DEPTH RING AS SPECIFIED. HOLD BACK MULCH FROM TRUNK/STEMS. ~ FINISH GRADE AS SPECIFIED SOIL AMENDED AND TILLED AS SPECIFIED. 3. SOAK PLANTING PIT BEFORE AND AFTER PLANTING 4. PLANTING AND THEN HANDLED CAREFULLY BY THE TRUNK OR STEM. LABELS -PLANTS AND SEEDS SHALL HAVE DURABLE, LEGIBLE LABELS STATING CORRECT SCIENTIFIC NAME AND SIZE. TEN PERCENT OF CONTAINER GROWN PLANTS IN INDIVIDUAL POTS SHALL BE LABELED. PLANTS SUPPLIED IN FLATS, RACKS, BOXES, BAGS, OR BUNDLES SHALL HAVE ONE LABEL PER GROUP. WARRANTY PLANT AND SEED WARRANTY PLANTS AND SEEDS MUST BE GUARANTEED TO BE TRUE TO SCIENTIFIC NAME AND SPECIFIED SIZE, AND TO BE HEAL THY AND CAPABLE OF VIGOROUS GROWTH. REPLACEMENT 1. PLANTS OR SEEDS NOT FOUND MEETING ALL OF THE REQUIRED CONDITIONS MUST BE REMOVED FROM SITE AND REPLACED IMMEDIATELY AT THE PROFESSIONAL'S DISCRETION. 2. PLANTS NOT SURVIVING AFTER ONE YEAR TO BE REPLACED. 3. SEEDED AREAS FOUND BARE AFTER ONE YEAR TO BE RE-SEEDED. PLANT AND SEED MATERIAL GENERAL 1. PLANTS AND SEEDS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES UNDER CLIMATIC CONDITIONS SIMILAR TO OR MORE SEVERE THAN THOSE OF THE PROJECT SITE. 2. PLANTS AND SEEDS SHALL BE TRUE TO SPECIES AND VARIETY OR SUBSPECIES. NO CULTIVARS OR NAMED VARIETIES SHALL BE USED UNLESS SPECIFIED AS SUCH. QUANTITIES SEE PLANT LIST ON ACCOMPANYING PLANS AND PLANT SCHEDULES. ROOT TREATMENT 1. CONTAINER GROWN PLANTS (INCLUDES PLUGS): PLANT ROOT BALLS MUST HOLD TOGETHER WHEN THE PLANT IS REMOVED FROM THE POT, EXCEPT THAT A SMALL AMOUNT OF LOOSE SOIL MAY BE ON THE TOP OF THE ROOTBALL. 2. PLANTS MUST NOT BE ROOT-BOUND; THERE MUST BE NO CIRCLING ROOTS PRESENT IN ANY PLANT INSPECTED. 3. ROOTBALLS THAT HAVE CRACKED OR BROKEN WHEN REMOVED FROM THE CONTAINER SHALL BE REJECTED. / PROVIDE A 2.5-3" ROUND TREE STAKE / MADE OF UNTREATED LUMBER. ANGLE / AGAINST PREVAILING WINDS AND DEEP ENOUGH TO BE STABLE. ATTACH TREE STAKES TO TRUNK WITH / PLASTIC "CHAIN-LOCK" OR EQUAL HIGH DENSITY POL YETHYLINE TREE TIE /. MATERIAL. PROVIDE 1" OF SLACK TO ACCOMODATE TREE GROWTH. SET TRUNK PLUMB \='=~:S::>'~~'.'f' cJ:fcr PROVIDE MULCH PER PLAN, BUT DO J D '-Y NOT PILE MULCH AROUND THE BASE • .. 'b OF THE TRUNK/STEM. ~"'-, is°' I r -·-2 X ROOTBALL WIDTH ---f- r FINISHED GRADE / SOAK PLANTING PIT, / SCARIFY EDGES OF PIT, / AND REMOVE DEBRIS / COMPACT SOIL TO PREVENT SETTLING 0 B&B PLANTING DETAIL 2 r---~~~~~~~~~~~ Scale: NTS CONTAINER PLANTING DETAIL ·---------------- Scale: NTS [[RAFT -NOT FOR CONSTRUCTION I 80' i~ © Copyright-The Watershed Company 20' 40' u 750 Sixth Street South Kirkland WA 98033 ,··.· <"!'C <>'"l';i ""A'l ~-' "i'&:;),O.J;;&,;)L9.·~ www.watemhatkx.,.c0m • (.) z - " 1-z 0 00 T'""" 0 I 0 CD en en T'""" CD ca T'""" 0 T'""" 0 I -00 0 LO CD 0 N 00 9 en -<( ;~ N 0 -,Z -0 0 1-~ z ow 0 C: 0 en en T'""" CD en 0 z ...J w () C: 0: ' ~ ' I ( I ' ' 1 r u ' ' I 1 M C § o ! I z ..-NiM!"q" lO ID I I ----~-~'~~~~~-· SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. w • PROJECT MANAGER: NL ~ ~ w ' DESIGNED: NUMF = ~ u. • DRAFTED: MF CHECKED: NUAS JOB NUMBER: 140121 SHEET NUMBER: W4 OF6 J ~ ;>-u "' ' ' u 0 • ~ :.1 ~ ti 0: • 0. , \ \ ' ' I I ( --\ ... J .[ TEMPORARY IRRIGATION PLAN SCALE 1"=100' l ,. ·.v .1·· -I __ , - --"'~ ---"' . f-- • J ~;)J J . . \ \ \ . :\ '<;.:._ _, -,__. --- \ \ . . --1 TEMPORARY IRRIGATION SPECIFICATIONS GENERAL NOTES 1.01 Summary A. The work required under this Section will include all labor, tools, materials, equipment, and incidentals required for: a temporary irrigation system installation, operation and its maintenance. 1.02 Delivery, handling and storage A. Contractor shall ensure all materials are delivered to the site at appropriate times for installation. All materials delivered to the site shall be protected from the elements until installation. Care shall be taken to protect all items during transit and on the job site. Contractor shall replace at his own expense any items damaged from improper storage or handling. 1.03 WARRANTY A. Temporary Irrigation System: Contractor shall warranty and replace all parts, ensure adequate water coverage and supply, and maintain the irrigation system from the time of installation to minimally the end of the Plant Establishment Period (refer to 32 93 00 for more information on the Plant Establishment Period) or longer if preferred by the City of Renton. PRODUCTS 2.01 Manufacturers A. Contractor shall procure irrigation system's components from established firms capable of producing premium quality products and materials as required for the complete installation. 2.02 Materials A. Temporary Irrigation System: Furnish a bidder-designed system of above-ground piping and sprinklers with control valves for the temporary irrigation of all mitigation planting areas. System shall be capable of evenly distributing appropriate water amounts, a minimum of two inches per week, from June 1 through September 30. B. System Components: 1. Water Supply: Water supply shall be clean, free of suspended particles, algae, or chemicals that may form insoluble precipitates in the equipment or may be detrimental to plantings 2. On-Grade Systems: All on-grade lines shall be secured to slopes every ten feet. The ends of all laterals shall also be secured. Staples or any other material used to secure system shall be installed so as not to create a safety hazard, and avoid damage to surrounding vegetation and root systems. 3. Spray Systems: Spray heads shall be selected to provide uniform coverage over entire area of spray at available water pressure. Sprinkler-to-sprinkler dimensions should be based on manufacturer's recommendations and throw radii of the sprinklerheads. Head to head coverage shall be provided. a. Spray heads of different manufacturers or of different basic types shall have consisitent operating characteristics on any single lateral circuit. b. Spray heads on the same lateral circuit shall be balanced for matched precipitation rates 4. Control System: The controller shall be automatic and battery operated. Controller units shall be enclosed in secure, weather and vandal resistant, locking housings manufactured expressly for that purpose or located within a structure. Controller cabinets shall not be installed within an irrigation spray pattern. a. Provide new batteries in controllers 5. Piping: All above grade lateral lines, mainlines, and fittings shall be Polyvinyl Chloride (PVC) pipe. LEGEND ~ TEMPORARY IRRIGATION AREAS 0 50' 100' 200' 400' 6. Backflow preventor: Backflow preventor must be installed when working with potable water. Provide backflow preventor to suit irrigation system, complying with applicable codes. System shall be installed above ground. 7. Emergency Shutoff Valves: Globe or ball valves shall be provided at points of connection and labeled. 8. Pressure Regulation: A pressure-reducing valve shall be installed between the irrigation meter and the first control valve. The regulator shall be adjusted so that water pressure does not exceed the system component manufacturer's recommendations for the irrigation system components. Additional pressure compensating devices may be necessary to meet equipment manufacturer's specifications. 9. T-Posts: Steel T-posts to stake and secure sprinklers on risers, length shall be 4' above grade minimum. 10. Staples: U shape metal staples, eight inches long minimum to secure pipes. 11. Meter: Provide an irrigation meter, if required by the City of Renton. EXECUTION 3.01 Execution A. Contractor shall install a temporary, above-ground, irrigation system to provide full coverage to all plants within the mitigation planting areas. B. Point of Connection: Connect to water supply source. Install components necessary including meter and backflow preventor, double check valve assembly, and irrigation meter (if applicable) as necessary to comply with applicable codes. C. Control Valves: Install to irrigate the specific area as shown on Mitigation Plans. D. Piping: Seu re piping in place at ten foot spacing. E. Sprinkler heads: Install sprinklers on risers at a 4' minimum above-ground height and strap to a T-post buried 18" minimum and extending to the point of sprinkler attachment. F. Water Conservation Performance: Slopes with a gradient of 3:1 or steeper and greater than six feet in height that are irrigated with an overhead spray system must have a precipitation rate no greater than 0.65 inches per hour. G.Field testing: Contractor shall test the system for inspection by the Restoration Specialist at the time of installation or at the beginning of the next growing season. The amount of irrigation must be adjusted when warranted by site conditions. H. Remove all temporary irrigation equipment at the end of plant establishment period, unless directed otherwise by the Restoration Specialist or City of Renton 3.02 MAINTENANCE A. Temporary Irrigation System: Contractor is responsible for maintaining the irrigation system from the time of installation to the conclusion of the Plant Establishment Period (refer to 32 93 00 for more information on the Plant Establishment Period). During that time, the contractor shall perform routine maintenance to ensure successful operation of the system. Maintenance shall include winterization of the system which shall be blown out by October 15 to prevent damage to the system from frozen pipes. Prior to the conclusion of the Plant Establishment Period, the Restoration Specialist shall inspect plant material and determine whether or not additional year (s) of irrigation will be required. If additional irrigation is not needed, at the direction of the Restoration Specialist, the contractor shall dismantle the irrigation system and all parts shall be removed from the site at the conclusion of the Plant Establishment Period. DRAFT-NOT FOR CONSTRUCTION! ©Copyright-The Watershed Company 750 Sixth Street South Kirkland WA 98033 . () z ~ 1-z 0 00 ,..... 0 I 0 CD O') O') ,..... CD ca ,..... 0 ,..... 0 I -00 0 L{) c.o 0 N 00 9 O') -<( ;s N -9z -0 0 1- "'d" z ~ UJ 0 0:::: 0 O') O') ,..... c.o u en 0 z ....J UJ 0 0:::: a: t:l w (/J > w en a:: z z z 0 ::5 ::5 en a. a. > z z 0 0 w ~ ~ 0:: ell a. f'.= f'.= en <( I-I-:i!: :i!: w w ....I ::; (/J (/J ~ zz ...J ...J I-t:: oo <( <C I- I-f'.= -::, ::, w :i!: ::; a.i~ I-ti: if) a:: a:: a. :iE -iw w w t:: w w ID c:: i z () () ::; a. a. ::> () -z z > > if) ...J a:: en w w 0 0 w WW t:l t:l () () a. a:: a:: ... ... ... ... ... .... r;-~ ~ ~ ~ ~, w ' ' ~ ' ..J.; I-~ ~ ... 0 "' ~ N ~ NI <( ' ,b ,b d, 0 0 t:l ~ 0 0 0 0 ~ ~ ·-----~ - ci N M ... "' "' z ~ SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCORDINGLY. w :;; z PROJECT MANAGER: NL ~ ii: DESIGNED: NUMF DRAFTED: MF CHECKED: NUAS "' ~ ~ u w ~I ~ u w 0: ,,J ~ w 0: o' Cl :,e >' w ± ~ 0 ~ "' F ", " 5 .. -<i, ~ I u 'z ,. 'w " a: JOB NUMBER: Cl u. w :2 !z --a: 8: ~ 140121 SHEET NUMBER: 5 w ~ N !;,' ~ " WS OF6 ----------------···----------~-~-----------------------------------~~ Project Summary The proposed project is a 70 lot subdivision spanning four parcels (619900-0101, -0240, -0241, and -0260); utility improvements will extend into adjacent parcels 332305-9010 and -9057, and the 124th Avenue SE right-of-way will be improved for site access. The subdivision and short-plats were vested in 2004 and approved by King County in 2006 and 2007 (Reference Numbers L04P0002, L05S0040, and L04P0027), prior to annexation into City of Renton. The adjacent Soos Creek wetland (Wetland A) was identified during the subdivision/plat approval process; the site is vested to a 100-foot wetland buffer. The project will incur unavoidable wetland and wetland buffer impacts. Direct wetland impacts will be temporary in nature and are required to install a sewer connection to an existing line. Permanent wetland buffer impacts will be generated by right-of-way improvements and stormwater outfalls. Associated grading will cause temporary buffer impacts. Mitigation Summary The proposed mitigation plan fulfills the requirements of City of Renton under RMC 4-8-120. All temporary and permanent wetland and wetland buffer impacts require mitigation; mitigation areas and actions are summarized in Table 1 below. All proposed mitigation actions will occur at the impact sites and within the adjacent NGPA tract as shown on this mitigation plan set. Table 11,,,;p;~tA-;-e-;;--l-~~igatio,;--__ -----:-:~----:_ ,:=::-==::=------::::1 i Type/Action I Area , Ratio ! 12,950 SF ---,B~ffe-;-;~pl~ce~e~tl~ddrtion -!lfo6o-5F-[ 1A71 1 -:,i;, 1so sf ___ -rs~fier r~st~iati;~,;,.;-.;,Tace ----f3G)s6 sr--ri:1--l ----·----------,--------··· .. ··----. --, ---. -· --· -·· -··-· -·--· ---'"-""' , ___ -·---1----·----·---·----.-· ------·---·· -···· "I _3,000 SF ________ ,_ Wetlandrestoration,_in-place__J3,000SF ____ I 1:1 _____ j To mitigate for permanent buffer impacts, buffer replacement and addition is proposed at a 1.47:1 ratio. Permanent buffer impacts are primarily due to road construction and stormwater improvements. To account for buffer fragmentation and associated loss of functions, small buffer pieces west of the new road (3,2SO SF total) are tabulated as buffer loss and accounted for in the buffer replacement figure. The proposed buffer addition area is currently vegetated by emergent plants and small shrubs; it is within the BPA corridor. To mitigate for temporary buffer impacts, in-place buffer restoration is proposed at a 1:1 ratio. Where temporary grading impacts overlap with the future Soos Creek Trail footprint, restoration will be limited to application of a grass seed mix. Since that area will ultimately be impacted by trail construction, further planting in the trail footprint is not practical. The remainder of the temporary buffer impact area will be planted with native trees, shrubs, and groundcover plants. Restoration in the BPA corridor will be limited to shrubs and groundcover plants due to vegetation height restrictions in the transmission line corridor. Temporary wetland impacts will be mitigated through in-place restoration. Following pipe installation, the excavated area will be back-filled with wetland soil. Following the vegetation height restrictions for the transmission line corridor, vegetation in the disturbed area will be restored. Restoration within the future Soos Creek Trail footprint {a King County-Parks project) will be limited to grass seed mix. The proposed restoration will provide a compensatory level of protection for the critical area and will offset the disturbance associated with modification of the standard wetland buffer. Mitigation Goals and Objectives 1. Within the proposed restoration areas, establish dense native vegetation that is appropriate to the eco-region and site, as feasible given BPA corridor restrictions and the future Soos Creek Trail alignment. 2. Where indicated on the plan, areas within the restoration area will be substantially vegetated with a preponderance of native plants and will contain little invasive or noxious weed cover. Performance Standards The standards listed below will be used to judge the success of the installation over time. If performance standards are met at the end of Year 5, the site will then be deemed successful and the performance security bond will be eligible for release by the City of Renton. 1) Wetland Buffer a. Survival: Achieve 100% survival of installed tree and shrub plantings by the end of Year 1. This standard can be met through plant establishment or through replanting as necessary to achieve the required numbers. Individual groundcover plantings cannot be feasibly counted. Therefore, groundcovers shall be monitored for areas of obvious mortality and appropriate replacement quantities recommended by the restoration professional to ensure satisfaction of the native cover standard (below). b. Native Cover: i. Enhancement Areas 1. Achieve 60% understory cover of native shrubs and groundcovers by Year 3. Native volunteer species (but not grasses) may count towards this cover standard. 2. Achieve 80% understory cover of native shrubs and groundcovers by Year 5. Native volunteer species (but not grasses) may count towards this cover standard. ii. Grass Seed Areas 1. Establish the grass seed mix and achieve 90% cover by Year 5. Seed mix may be re-applied as necessary. [Once the King County Soos Creek Trail is constructed (as shown), that area will be omitted from this Canyon Terrace Subdivision mitigation plan.] c. Species diversity: Establish at least four native shrub species and three native groundcover species by Year 3 and maintain this diversity through Year 5. Native volunteer species (but not naturalized grasses) may count towards this standard. d. Invasive cover: Aerial cover for all non-native, invasive and noxious weeds within the buffer planting areas will not exceed 10% at any year during the monitoring period. Invasive plants include ivy species (Hedera spp.), Himalayan blackberry (Rubus armeniacus), cut leaf blackberry (Rubus /aciniatus), and reed canarygrass (Phalaris arundinacea). Invasive plants are defined as those listed by the Washington State Noxious Weed Control Board as Class A, B, or C. 2) Wetland Restoration a. Survival: The shrub species shall achieve 100% survival by the end of Year 1, 80% by the end of Year 3, and 60% by the end of Year 5. b. Invasive cover: Aerial cover for all non-native, invasive and noxious weeds within the buffer planting areas will not exceed 20% at any year during the monitoring period. Invasive plants include Himalayan blackberry (Rubus armeniacus), and reed canarygrass (Phalaris arundinacea). Invasive plants are defined as those listed by the Washington State Noxious Weed Control Board as Class A, B, or C.lnvasive plant cover standards differ for the wetland buffer {1.d) and the wetland restoration area. Due to the presence of a reed canarygrass (RCG) monoculture, the wetland restoration area has a higher 20 percent threshold for invasive plant cover. As documented in the Ecology publication number 06-06-0lla, Wetland Mitigation in Washington State -Part 1: Agency Policies and Guidance, the 10 percent cover threshold is generally not practical at sites dominated by RCG and does not align with the intent of the invasive species cover standard. Monitoring Program Monitoring Methods This monitoring program is designed to track the success of the mitigation site over time and to measure the degree to which it is meeting the performance standards outlined in the preceding section. An as-built plan will be prepared by the restoration professional (The Watershed Company [(425) 822-5242], or other persons qualified to evaluate environmental restoration projects) prior to the beginning of the monitoring period. The as-built plan will be a mark-up of the planting plans included in this plan set. The as-built plan will document any departures in plant placement or other components from the proposed plan. During the as-built inspection, the monitoring restoration professional shall install monitoring transects in the wetland buffer restoration areas and establish photo points. Approximate transect and photo point locations shall be marked on the as-built plan. At least five 100-foot transects shall be established in the mitigation area. Monitoring will take place quarterly for the first year and twice annually after that. The City of Renton requires quarterly reports in year one and annual reports in subsequent monitoring years. Monitoring will be conducted in spring and late summer/early fall annually in years two through five. Site performance will be summarized in annual reports due to the City each winter. Monitoring will commence following as-built acceptance by the City. Spring Monitoring The spring maintenance inspection shall include the following, reported in a brief memo submitted to the property owner and/or maintenance crews: 1) Conduct a weed and maintenance inspection in the spring to identify any maintenance needs necessary to prepare the site for the upcoming growing season. 2) Summarize findings in a spring maintenance memo for the responsible party. Late Summer/Fall Monitoring The formal monitoring visit shall record and provide the following in an annual report submitted to the City of Renton: 1) Summary of the spring maintenance visit recommendations. 2) Visual assessment of the overall site. 3) Year 1 counts of live and dead plants by species (wetland and buffer). Annual counts of restoration plantings (wetland area only). 4) Counts of dead plants where mortality is significant in any monitoring year. 5) Estimate of native shrub cover using the line-intercept method along established transects. All planted areas not directly covered by transects will be visually assessed and noted as to how they are meeting the performance standards. 6) Visual estimate of native groundcover. 7) Estimate of non-native, invasive weed cover within planting areas using the line-intercept method and/or visual estimates are practical; estimate invasive cover in wetland restoration and buffer mitigation areas separately. 8) Tabulation of established native species, including both planted and volunteer species. 9) Photographic documentation from fixed reference points or transect ends. 10) Any intrusions into or clearing of the planting areas, vandalism, or other actions that impair the intended functions of the mitigation area. 11) Recommendations for maintenance or repair of any portion of the mitigation area. Site Maintenance Requirements The site will be maintained in accordance with the following instructions for five years following completion of the construction. 1) Follow the recommendations noted in the previous monitoring site visit and the spring maintenance memo. 2) General weeding for all planted areas: a. At least twice yearly, remove all competing weeds and weed roots from beneath each installed plant and any desirable volunteer vegetation to a distance of 18 inches from the main plant stem. Weeding should occur at least twice during the spring and summer. Frequent weeding will result in lower mortality, lower plant replacement costs, and increased likelihood that the plan meets performance standards by Year 5. b. More frequent weeding may be necessary depending on weed conditions that develop after plan installation. c. Do not weed the area near the plant bases with string trimmer (weed whacker/weed eater). Native plants are easily damaged or killed, and weeds easily recover after trimming. 3) Apply slow release granular fertilizer to each installed plant annually in the spring (by June 1) of Years 2 through 5. 4) Replace mulch as necessary to maintain a 4-inch-thick layer, retain soil moisture, and limit weeds. 5) Replace dead plants found in the summer monitoring visits during the upcoming fall/winter dormant season (October 15 to March 1) or at the direction of the restoration professional. Re-apply grass seed mix in any bare areas per plan. 6) Provide bidder-designed, above-ground irrigation for the entire planted area with a minimum of 2 inches of water provided per week from June 1 through September 30 for at least the first two years following installation through the operation of a temporary irrigation system. Less water is needed during March, April, May and October. Contingency Plan If there is a significant problem with the mitigation areas meeting performance standards, a contingency plan will be developed and implemented. Contingency plans can include, but are not limited to: soil amendment; additional plant installation; and plant substitutions of type, size, quantity, and location. Plant substitutions must be approved by the City of Renton. Site Protection The wetland area will remain under King County Parks ownership. Fencing and/or wetland signs will be installed along high-traffic areas at the on-site wetland buffer. Construction Notes and Specifications General Work Sequence 1. Prepare the planting areas: a. Buffer Restoration i. a) remove gravel, garbage, and debris; b) clear all Himalayan blackberry from the planting area, making sure to remove the roots; c) rota-till to de-compact soil and d) incorporate two inches of compost into the buffer restoration area {within the buffer only). ii. All plant installation is to take place during the dormant season (October 15th -March 1st), for best survival. b. Wetland Restoration i. Stockpile excavated wetland soil (do not stockpile within the wetland) ii. Back-fill excavated area with the wetland soil when pipe installation is complete iii. All plant installation is to take place during the dormant season (October 15th -March 1st), for best survival. 2. Prepare a planting pit for each plant and install per the planting details. 3. Apply mulch rings around each installed tree and shrub with wood chip mulch, four inches thick, 18 inches in diameter. 4. Install a bidder-designed, temporary, above ground irrigation system to provide full coverage to all plants within the restoration area. 5. Apply grass seed mix per plan. Specifications 1. Compost: Cedar Grove Compost or equivalent product. 100% vegetable compost with no appreciable quantities of sand, gravel, sawdust, or other non-organic materials. 2. Fertilizer: Slow release, granular PHOSPHOROUS-FREE fertilizer. Follow manufacturer's instructions for application. Keep fertilizer in a weather-tight container while on site. Note that fertilizer is to be applied only in Years 2 through 5 and not in the first year. 3. Irrigation system: Automated system capable of delivering at least two inches of water per week from June 1 through September 30 for the first two years following installation. 4. Restoration Professional: The Watershed Company [(425) 822-5242] personnel, or other persons qualified to evaluate environmental restoration projects. 5. Wood chip mulch: Arborist chips {chipped woody material) approximately 1 to 3 inches in maximum dimension (not sawdust or coarse hog fuel). This material is commonly available in large quantities from arborists or tree-pruning companies. This material is sold as "Animal Friendly Hog Fuel" at Pacific Topsoils [(800) 884-7645]. Mulch must not contain appreciable quantities of garbage, plastic, metal, soil, and dimensional lumber or construction/demolition debris. --J'.------61-0" -8 1-0" ______ __,,__ 6" x 6" ROUGH CUT, SPLIT, CEDAR POST NOTCHED TO CONTAIN AND CONCEAL RAIL CONNECTION 0 SPLIT RAIL FENCE WITH COR SENSITIVE AREA SIGN 3 r--------~_.:....=:..c:_::....:.....::..=....c.:::::..=-.:...=.:....: Scale: NTS .:c...::..._M.::....::..._IT--=---=--=I G::...::..::..A--=--T-=--:l=---=O::........::...N-=--=-N.::..._::O::::..._T.::..._::E=-S=-------------------------------1 DRAFT -NOT FOR CONSTRUCTION I © Copyright-The Watershed Company -------------- 750 Sixth Street South Kirkland WA 98033 u ' . () z ~ 1-z >-U. U. U.. U.. U.. LL co'~ ~ ~ ~ ~ ~ 0 00 T""" 0 I 0 <.O O') O') T""" <.O ~ T""" 0 T""" 0 I -00 0 LC) <.O 0 N 00 9 O') -<( ;$ N 0 -.z -0 0 l- s::!" z ~w 0 0:: 0 O') O') T""" <.O (/) 0 z ....I w 0 0:: <( a.. ci ' I I I z ~ N "'':_:_ "'I I --- SHEET SIZE: ORIGINAL PLAN IS 22" x 34". SCALE ACCOR DI NGL Y. PROJECT MANAGER: NL DESIGNED: NL/MF DRAFTED: MF CHECKED: NL/AS ~ JOB NUMBER: 140121 >-UJ "' 0: " u. w "' f-z SHEET NUMBER: z ii' ~ ~ W6 OF6