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Home My WebLink About2nd Submittal 12.21.16 (2) 2nd Submittal 12.21.16/A - Canyon Terrace Plat 12-20-2016.pdf 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 LAND SURVEYOR'S CERTIFICATE KING COUNTY DEPARTMENT OF ASSESSMENTS ACKNOWLEDGEMENTS CITY OF RENTON APPROVALS CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE KING COUNTY FINANCE DIVISION CERTIFICATE LEGAL DESCRIPTION DEDICATION VICINITY MAP 167 SITE RECORDING CERTIFICATE CANmm TERRACE VOL PAGE A PORTION OF KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED O NERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO BE E RAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY AND DO HEREBY EDICATE 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 INCONS STENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO AKE ALL NECESSARY S_OPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE EASEMEI\TS AND cw EDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC IN WHICH SD PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, II\,CLUDING JT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTLITIES AND DRAINAGE \ILESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED OI\ THIS PLAT AS BEING CASE 'E DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS DAY OF , 20 . THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. w TH Is 3 M ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF , 20 . MAYOR 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, ATTEST: CITY CLERK 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 . 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 A\ID INDEMNIFICATION SHALL NOT BE CO\ISTRUED AS RELEASING THE CITY OF RENTON, TS 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, TS FINANCE DIRECTOR I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE NO DELINQUENT SUCCESSORS, OR ASSIGNS. UPON RECORDING OF THIS PLAT TRACTS I_, J, AND K ARE HEREBY GRANTED AND CONVEYED TO THE CANYON TERRACE HOMEOWNER’S ASSOCIATION (HOA) FOR OPEN SPACE. TRACT L IS HEREBY GRANTED AND CONVEYED TO THE HOA AS A NATIVE GROWTH PROTECTION AREA TRACT. OWNERSHIP AND MAINTENANCE OF 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 18 MONTHS, THEI\, EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND U\IDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS P_AT IS SLBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FOR SLMMIT HOIv‘ES UNDER RECORDING NUMBER . THIS SJBDIVISIOI\, 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: ITS: STATE OF ) )ss COUNTY OF ) 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 , 20_ . SIGNATURE OF NOTARY: PRINTED NAME OF NOTARY: RESIDING AT: MY APPOINTMENT EXPIRES: EXAMINED AND APPROVED THIS DAY OF , 20 . KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 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 BE STAKED CORRECTLY ON THE GROUND. ./7 V-:<_..,,i%' PAUL T. RICE, PLS# 40101 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 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 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; THE\ICE SOUTH 108’10’ WEST ALONG THE WEST LINE OF SAID TRACT 5, A DISTANCE OF 120 FEE ; THE'\ICE SOJTH 89'34'39” EAST, 150 FEET; THE'\ICE NORTH 1'08'10” EAST, 150 FEET TO THE NORTH LINE OF SAID TRACT 5; THE'\ICE NORTH 89'34’39” WEST ALONG SAID LINE, 103.38 FEET TO AN ANGLE POINT; THE'\ICE SOJTH 0'25’21” WEST, 30 FEET; THE'\ICE NORTH 89'34’39” WEST, 46.89 FEET TO THE POINT OF BEGINNING. A SE PETROVITSKY RD X 43RD ST A 80 i Z EISEI/\VH.I. i 18 EISEl/\V H.I.9 EISEl/\V I-LLOZ SE 188TH ST \/\f\ SE 192ND sT J1.1.,-2.nIE 1IJ‘IJ‘IIHIFIFHIJJAHEEHHHRREHEH‘H.-.II 1 I 15:51-1€.TO@ -- *'"~=-* D ElWL.r.r.nrr.r.l'r.r,. *’;2*> '5’ \'\\\\\.\\.'\-"'-J "|.."\.\\‘\\.‘\‘\.‘\.‘\ 11!.-épl -it 1 .I"J'.l'.|I1l'I'..|I.|I'.|l" 4} 40.101 5,‘? ~53, ‘PPI5'1‘E151 ‘$54411. LAHTI _|_._-\1\\"y'.r.r:.r Syd 1%. _. .‘W“ -I? T-Parr: '1\\\\\ DATE: 12-01-2016 BY: JNM PROJECT N0.: 13586.01 FILE No.1 S306—07A SCALE: N/A SHEET 1of8 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 REFERENCE DOCUMENTS SURVEY NOTESEASEMENT NOTES EXISTING EASEMENTS AFFECTING PROPERTY PLAT NOTES 040YON TERRACE VOL PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. 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 PR VATE 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 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. 1. TRACT "A" IS A PRIVATE ALLEY TRACT AND IS HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON OVER THE ENTIRE TRACT "A" FOR MAINTENANCE OF THE STORM DRAINAGE FACILITIES WHICH LIE WITHIN THE TRACT. 2. TRACT "B" AND "C" ARE STORM DRAINAGE TRACTS AND ARE HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION. IN THE EVENT THAT THE HOA SHOULD BE DISSOLVED, THEN EACH LOT SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS AS WELL AS RESPONSIBILITY FOR THE MAINTENANCE OBLIGATIONS OF THE HOA WITH RESPECT TO THE TRACTS AS SET FORTH HEREIN. MEMBERSHIP IN THE HOA AND PAYMENT OF DUES OR OTHER ASSESSMENTS SHALL REMAIN AN APPURTENANCE TO AND INSEPARABLE FROM EACH LOT. 3. THERE SHALL BE A PUBLIC PEDESTRIAN EASEMENT OVER THE ENTIRETY OF TRACT "C" 4. TRACTS "D", "E", "G", AND "H" ARE PRIVATE ACCESS TRACTS AND ARE HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. 5. TRACT "F" IS A PRIVATE ROAD TRACT AND IS HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. 6. TRACTS "I", "J", AND "K" ARE DESIGNATED AS OPEN SPACE TRACTS AND ARE HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. 7. TRACT "L" IS A DESIGNATED AS A NATIVE GROWTH PROTECTION AREA AND IS HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. 8. TRACTS "M" AND "N" ARE PEDESTRIAN ACCESS TRACTS AND ARE HEREBY CONVEYED TO THE CANYON TERRACE HOMEOWNERS ASSOCIATION FOR OWNERSHIP AND MAINTENANCE. 9. 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 ON FILE WITH THE CITY OF RENTO'\I. THIS PLAN SHA_L BE SUBMITTED WITH THE APPLICATION OF ANY BUILDI\IG PERMIT. ALL CON\IECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO THE FINAL BUI_DING INSPECTION APPROVAL. FOR THOSE _OTS THAT ARE DESIGNATED FOR NDIVIDUAL LOT INFILTRATION SYSTEMS, THE SYSTEMS SHALL BE CONSTRUCTED AT THE TIME OF THE BUILDING PERMIT AND SHALL COMPLY WITH PLANS ON FLE. 10. 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. 11. 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. 3) EASEMENT FOR ROADWAY, STREET, SIDEWALKS, UTILITIES, STORM DRAINS AND OTHER USES, RECORDED MARCH 18, 1974 UNDER RECORDING NO. 7403180427. SAID EASEMENT IS SHOWN HEREON 4) EASEMENT FOR ROADWAY AND UT LITY PURPOSES, RECORDED AUGUST 9, 1978 UNDER RECORDING NO. 7808090599. EASEMENT TO BE VACATED BY OWNER. 5) EASEMENT FOR INGRESS AND EGRESS FOR ROAD AND UTILITIES, RECORDED MAY 31, 1988 UNDER RECORDING NO. 8805310993. EASEMENT TO BE VACATED BY OWNER. 7) 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. 21) 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 24) EASEMENT FOR ‘WATER MAINS RECORDED MARCH 31, 1978 AND MAY 26, 1978 UNDER RECORDING NO'S 7803310031 AND 7805260190. SAID EASEMENT IS SHOWN HEREON 33) PUGET SOUND ENERGY EASEMENT RECORDED UNDER RECORDING NO. 20150501000626. BLANKET EASEMENT, NOT PLOTTABLE 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 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 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, WASH NGTON 9) BOUNDARY LINE ADJUSTMENT NUMBER FOR MATT BERNTSON, RECORDED UNDER KING COUNTY RECORDING NUMBER 20060411900021 10) SUBDIVIS ON 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 11;.1.,-10 IE II-|I"'FEHIFIHHIHJAHHEHEEHHHHEH"l1.'|_-.‘I I‘I1111' T- FE‘;Eb -E?QR?’ BF 15.5‘?-Ji’;_d__G‘é" =1: ___.,_-\.1i.\\\\:\\\."\\.\\1r:.r.rrnI'.r.r.rr:.Ir.r,.__ -L. ‘III113 .|:J"!*I‘ in -1' E _ ."|.| -I Ell l-I T‘ 565' " 155T-5"‘ 1'!‘ -:5 @5*'h "g" 911 TI-I'.u'.n'.r.r.r::r:nr .rJri\\\\\ 1.5‘ﬁ¥mL Lmﬂl i -11:1-1 1‘? LOT CURB PLUG TABLE LOT CURB PLUG TABLE 1 ’4.24 LOT LINE DIST. TO COR. LOT LINE DIST. TO COR. 1/2 ’4.24 39/40 5.26 2/3 ’3.25 40/M 5.25 3/4 ’3.25 M/41 5.26 4/5 ’3.25 41/42 5.26 5/6 ’3.25 42/43 5.25 6/7 ’3.25 43/44 5.26 7/K ’3.25 44/45 5.26 6/9 5.03 45/46 5.26 9/10 5.01 46/47 5.26 10/H 5.23 47/46 5.26 11/12 5.24 46/49 5.27 12/13 5.25 49/N 5.25 13/J 5.39 N/50 5.27 17/16 1.51 50/51 5.26 16/19 5.66 51/52 5.26 19/20 5.40 52/53 5.26 20/21 5.25 53/54 5.26 25/26 ’3.25 59/60 ’3.25 26/27 ’3.25 60/61 '3.22 27/26 ’3.25 61/62 ’3.25 26/29 ’3.25 62/63 ’3.00 29/30 ’3.25 63/64 ’3.25 30/31 ’3.25 64/65 ’3.00 31/32 ’3.25 65/0 ’3.25 32/33 ’3.24 0/66 ’3.25 33/34 ’2.99 66/67 '3.25 34/1 5.28 67/66 ’3.25 35/36 5.27 66/69 ’3.25 36/37 5.26 69/70 ’3.25 37/36 5.26 70/6 ’3.25 36/39 5.26 72/1 5.36 \\‘\.'\\.‘\"l.'\'\‘5'¢rsT'E5‘i*- 95%13|'l.'\'lu.‘\.'*u‘\'\.'\u‘h'\.'\-‘h'\"I'uF:ﬁF1F;5FJ'.u'uF:'1FI'I1|‘‘I " DCIVVL DATE: 12-01-2016 BY: JNM PROJECT N0.: 13586.01 FILE No.1 S306-07B SCALE: N/A SHEET 2 of8 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 LOT X LOT Y LOT Z TRACT 5 SE 188TH ST 120TH AVE SE SE 192ND ST 1 2 2 3 2 3 2 2 3 3 3 LEGEND MONUMENT REFERENCE TABLE 2 1 3 3 4 4 5 5 6 6 7 7 8 8 KING COUNTY PARKS O p e n S p a c e T r a c t I Tract B Storm Water Facility NGPA Tract L Open Space Tract J O p e n S p a c e T r a c t I 20' Private Road Tract F 20' Shared Access Tract G 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 SE 188TH ST 120TH AVE SE SE 192ND ST LEGEND 123rd Avenue SE Tract A SE 191st Street 124th Avenue SE 20'Shared Tract M 20'Shared Access Tract E 20'Shared Access Tract D Tract N Tract C Tract H Access KING COUNTY PARKS Alley/Private Road 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 A B A A C A A C A A SE192NDST Tract A Alley/Private Road A 123rd Avenue SE SE 191st Street I H J H H H H H H NOTES: A B C D E F H I J K L 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 B A A C A C C A A A A A A Tract A Alley/Private Road 123rd Avenue SE SE 191st Street 124th Avenue SE LINE TABLE I JI I I H I H H K Tract A Alley/Private Road NOTES: KING COUNTY PARKS A B C D E F H I J K L 425-869-2670 8420 154th Avenue NE Redmond, Washington 98052 A A D A A A A A E F SE188THST Tract A Alley/Private Road 124th Avenue SE I I LINE TABLE A B C D E F H I J K NOTES: KING COUNTY PARKS L L 2nd Submittal 12.21.16/B - Askren redlines addressed.pdf RECEIVED DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT AR 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 RIOHT 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 PUBUC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT UMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTIUT1ES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS AWE SPECIRCALLY IDENTiFiED ON THIS FLAT AS BEING DEDICATED OR CONVETED TO A PERSON OR ENTITY OTHER THAN THE PUBUC IN WINCH CASE WE 00 HEREBY DEDICATE AND CONVEY SUCH STHEETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENT1TY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER. THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED. WAIVE FOR THD,ISELVES, THOR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIV1NO 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 STSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY THE CITY OF B ENTON. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED AGREE FOR THEMSELVES, THEIRS HEIRS AND ASSIGNS TO INDEMNIFY AND HOLD THE CITY OF RENTDN, ITS SUCCESSORS AND ASSIGNS HARMLESS FROM ANY DAMAGE INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSDNS WiTHIN OR WITHDUT 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 DR MAINTENANCE OF THE ROADS WITHIN THIS SUBDIVISION, PROVIDED THIS WAIVER AND INDEMNIFICA11ON SHALL NOT BE CONSTRUED AS RELEASING THE CITY OF RENTON, ITS SUCCESSORS DR ASS1GNS FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGUGENCE OF THE CITY OF RENTDH, ITS SUCCESSORS, OR ASSIGNS. UPON RECORDING OF THIS FLAT TRACTS ARE HEREBY GRANTED AND CONVEYED TO THE SUMMIT HOMES HOMEDWNER’S ASSDCIRTION (HDA) FOR OPEN SPACE AND RECREATION. TRACT IS HEREBY GRANTED AND CONVEYED TO THE HOW FOR OPEN SPACE. TRACT IS HEREBY ORANTEG AND CONVEYED TO THE HOW AS NATIVE GROWTH PROTECTION AREA TRACTS, OWNERSHIP AND MAINTENANCE OF SAID TRACTS SHALL BE THE RLSPDNBBIUTY OF THE HOW. IN THE EVENT THWT THE HOW IS GISSGLVEG DR OTHERWISE FAILS TD MEET ITS PROPERTY TWS OBLIGATIONS AS EVIDENCES BY HON—PAYMENT OF PROPERTY TASES FOR A PERIOD OF lB MONTHS, THEN EACH LOT IN THIS FLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HDV AND HAVE THE ATYENGWNT FIHANOAL AND MAINTENANCE RESPONSIBIUTIES. THIS FLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS, AND RESTRICTIONS FDR SUMMIT HDMES UNDER RECORDING NUMBER THIS SUBDIVISION. DEDICATION, WAIVER OF CLAIMS AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCDRDWHCE WITH THE DEBRES OF SAID OWNERS. IN WITRESS WHEREOF, WE SET OUR HANDS AND SEALS: BY: ITS; ACKNOWLEDGEMENTS STATE OF SS CDUNTT OF OH THIS DAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO ESECUTED THE WITHIN AND FDREGDING INSTRUMENT AND ACKHDAREEGED THAT HE/SHE BGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FDR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 2D_ SIGNATURE OF NOTART: PRINTED NAME OF NOTARY: RESIDING AT: MY APPOINTMEHT EXPIRES: KING COUNTY DEPARTMENT OF ASSESSMENTS ESAMINED AND APPROVED THIS DWY OF , DD_ KING COUNTY ASSESSOR DEPUTY KIHG COUNTY ASSESSOR LAND SURVEYOR’S CERTIFICATE I HEREBY CERTIFY THAT THIS FLAT OF SUMMIT HOMES ID BASED UPON AN ACTUAL SURVEY AND SUBDIVISION DF SECTION 33, TOWNSHIP 23 NORTH, RANGE S EAST, W.M., THAT THE COURSES AND D1STANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND. ADMINISTRATOR CITY OF RENTOR MAYOR ESAMINED AND APPROVED THIS DAY OF , MAYOR ATTEST: CITY CLERK SUL/WWUL CITY OF RENTON FINANCE DIRECTOR’S CERTIFICATE I HERERY CERTIFY THAT THERE ABE ND 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 . 2D. FINANCE DIRECTOR KING COUNTY FINANCE DIVISION CERTIFICATE HEREBY CERTIFY THAT LL PROPERTY TASES ABE PAID, THAT THERE NO DEUNDUENT SOECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTInEG TO THIS OFFICE FDB COLLECTION OR ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR WHY OTHER PUBUC USE, ABE PAID IN FULL THIS OF . 20............. PARCEL B; TRACT B OF NORTHWESTERN GARDEN TRACTS, DIVISION 5, ACCORDING TD THE FLAT THEREOF, RECORDED IN VOLUME 47 OF PLATS. PAGE SD, IN KING CDUNTY, WASHINGTON; ESCEPT THE WEST 150 FEET THEREOF. AS MEASURED ALONG THE SOUTH UNE OF SAID TRACT Please add the LUA and LND tile to eeery pane. LUA IB-SOO7BB LND 10-0527 CANYON TERRACE A POR11ON OF THE S.E. 1/4 OF THE S.W. 1/4. OF SEC. 33, T23N, R5E, W.M. CITY OF RENTON APPROVALS CITY OF RENTDN PUBUC WORKS DEPARTMENT ESAMINED AND APPROVED THIS GAY DF , 20_ MANAGER, FINANCE DIVISION DEPUTY LEGAL DESCRIPTION PARCEL A: LDTS 5, Y, AND Z, KING COUNTY BOUNDARY UNE AD,UJSTMENT NUMBER LEBLDOB3. RECORDED UNDER RECORDING NUMBER 2GD7D41BB0001B. IN KING COUNTY, WASHINGTON. TOGETHER WITH A NON—ESCLUSIVE EASEMENT FOR ROAD AS DISCLOSED BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS 7BDBDBDBBB AND BBDB31DBB3. TOGETHER WITH THE NORTHERLY 30 FEET OF THAT PORTION OF TRACT 5, OF SAID NORTHWESTERN GARDEN TRACTS DIV. ND 5, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF TRACT 4 OF SAID NORTHWESTERN GARDEN TRACTS DIV. NO 5; THENCE SOUTH 1’EB’lD WEST ALONG THE WEST UNE OF SAID TRACT 5, W DISTANCE OF 120 FEET; THENCE SOUTH BB’34’3B” EAST, 150 FEET; THENCE NORTH I’DB’lD” EAST, iSO FEET TO THE NORTH UNE OF SAID TRACT 5; THENCE NORTH BB’34’3B” WEST ALONG SAID LINE, 1D3.3B FEET TO AN ANGLE POINT; THENCE SOUTH 02521” WEST. 3D FEET; THENCE NORTH BB’34’3B WEST, 4B.BB FEET TO THE POINT OF BEGINNING. PAUL T. RICE. PLS# 40101 RECORDING CERTIFICATE FILED FOR RECORD THIS DAY OF , 2O1B AT M IN BOOK OF AT PAGE — AT THE REQUEST OF PAUL T. RICE. DATE: D5—D5—2G11 BY: JNV D o , PROJECT Ha.: 1 3SBB.0 FILE No.: 5305—07W SCALE: N/A SHEET 1 of 7 5420 154th AnomIe NB Redmond, Washington BBOB2 425-BBB-2B70 tm ntcunua USER once 409:5 ._ SMEDDATE205-O9Z4? 4 .g.. DATE2O6 PLOT 15860\O6 CA-D\Survl \SC 4—\-IP-PLJ5!-6-O III! .| .... PieaseaddtheLUAandLNDtileto Y every page LUA T6-OOO758 LND100527 i RECEIVED VOL PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, RSE, W.M. DEDICATION _ g g 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 PUBUC 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 SI-IOWI~l 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 PUBUC 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. FURTT-IER, 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 ESTABUSHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEOUATE 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 SUBDITASION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATTON, 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 NEGUGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. UPON RECORDING OF THIS PLAT TRACTS ______i ARE HEREBY GRANTED AND CONVEYED TO THE SUMMIT HOMES HOMEOWNEFFS ASSOCIATION [HOA] FOR OPEN SPACE AND RECREATION. TRACT IS HEREBY GRANTED AND CONVEYED TO THE HOA FOR OPEN SPACE. TRACT IS HEREBY GRANTED AND CONVEYED TO THE HOA AS NATIVE GROWTH PROTECTION AREA TRACTS. OWNERSHIP AND MAINTENANCE OF 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 18 MONTHS. THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EOUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 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 MTH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF. WE SET OUR HANDS AND SEALS" av. ITS ACKNO_WLEDGEM_E_I_§_ITS W __g STATE or Iii I ) ss COUNTY or ) ON THIS DAY PERSONALLY APPEARED BEFORE ME ____ T __ ____ ___ TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWl_EDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES TI-IEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS i DAY OF __ _ , 20_ _ . SIGNATURE OF NOTARY:__i__g PRINTED NAME OF NOTARY:__g RESIDING AT: _ MY APPOINTMENT EXP|RES:i____g KINGCOUNTYDEPARTMENTOFASSESSMENTS _, EXAMINED AND APPROVED THIS __i DAY OF ii , 20__. KING COUNTY ASSESSOR I 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 BE STAKED CORRECTLY ON THE GROUND. PAUL T. RICE, P..S§ 4-0101 RECORDING CERTIFICATE , _ _ FILED FOR niscono Tl-l:S If DAY or C .2016 _ AT M IN BOOK or AT PAGE AT II-IE REQUEST A-1 i A OF PAUL T. RCE MANAGER 7 E SUPERINTENDENT or RECORDS CITYOFRENTONAPPROVALS Z g _ CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS ?___ DAY OF i, 20 . ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF . 20 . MAYOR ATTEST: g__________ CITY CLERK CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINOUENT 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 FINANCE DIRECTOR TI KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT LL PROPERTY TAXES ARE PAID, THAT THERE NO DELINOUENT SPECIAL ASSESSMENTS CERTIFIED TO TH-S 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 PUBUC USE. ARE PAID IN FULL. TI-IIS ___iDAY OF 20?, MANAGER. FINANCE DIVISION DEPUTY LEGAL DESCRIPTION, _ _ _ if _ PARCEL A: C LOTS X. Y. AND Z. KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER LOBLOOSS. RECORDED UNDER RECORDING NUMBER 200704-19900019. IN KING COUNTY. WASHINGTON. TOGETHER \l'iIT'H A NON—EXCLUSIVE EASEMENT FOR ROAD AS DISCLOSED BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS TBOBOQOEISS AND BBO53TO99.'.':. PARCEL B‘ TRACT 5 OF NORTHWESTERN GARDEN TRACTS. DIVISION 5. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 47 OF PLATS, PAGE SD. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST ISO FEET THEREOF, AS MEASURED ALONG THE SOUTH UNE OF SAID TRACT 5; TOGETHER WITH TI-IE 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‘OB'10" WEST ALONG THE WEST UNE OF SAID TRACT 5, A DISTANCE OF 120 FEET: THENCE SOUTH 89'34-'39‘ EAST, 150 FEET: THENCE NORTH 1'O8’IO" EAST, 150 FEET TO THE NORTH LINE OF SAID TRACT 5; THENCE NORTH 89'34'.39' WEST ALONG SAID UNE, 103.38 FEET TO AN ANGLE POINT; THENCE SOUTH O'25'21" WEST, 30 FEET; ‘THENCE NORTH B9‘34'39" WEST, 46.89 FEET TO IT-IE POINT OF BEGINNING. VICINITY MAP, f __ g _ J r Q? TXY RM I II II I‘ uno ST - I Z, HSBAVHLBD marg _ _.I i SITE 1 F 1/"\ 3 e E SETQINDST D E ‘I- l$'- loI6 t,erva11/41/dual-ax-.w-\- .\-.\.\\.\I\\IH 5 QT.»T. 1;, ’; BY: __ JNMY" 5 — r — e‘i o' "-*1»O4‘ = D P_F_{O.lECT N_o.: 13536.01 $51 D W L FILEZNo.: ssoseqvx _. m,f__ k _ SCALE. N A '- ~ SHEET ~%‘,45=;;"1,ﬂ¢o¢§E 5 B420 154th Avenue NE , 10,,“ W, 5 Redmond.Washington93052 1 of 7 425-ass-zero 01;, \YIlf.l'IIIIIII Ur *20 \ “cg? I II&\\\\\\\ \ \\\\ IJ‘ 1 USER once 409:5 ._ SMEDDATE205-O9Z4? 4 .g.. DATE2O6 PLOT 15860\O6 CA-D\Survl \SC 4—\-IP-PLJ5!-6-O III! .| .... PieaseaddtheLUAandLNDtileto Y every page LUA T6-OOO758 LND100527 i RECEIVED VOL PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, RSE, W.M. DEDICATION _ g g 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 PUBUC 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 SI-IOWI~l 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 PUBUC 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. FURTT-IER, 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 ESTABUSHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEOUATE 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 SUBDITASION TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATTON, 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 NEGUGENCE OF THE CITY OF RENTON, ITS SUCCESSORS, OR ASSIGNS. UPON RECORDING OF THIS PLAT TRACTS ______i ARE HEREBY GRANTED AND CONVEYED TO THE SUMMIT HOMES HOMEOWNEFFS ASSOCIATION [HOA] FOR OPEN SPACE AND RECREATION. TRACT IS HEREBY GRANTED AND CONVEYED TO THE HOA FOR OPEN SPACE. TRACT IS HEREBY GRANTED AND CONVEYED TO THE HOA AS NATIVE GROWTH PROTECTION AREA TRACTS. OWNERSHIP AND MAINTENANCE OF 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 18 MONTHS. THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EOUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. 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 MTH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF. WE SET OUR HANDS AND SEALS" av. ITS ACKNO_WLEDGEM_E_I_§_ITS W __g STATE or Iii I ) ss COUNTY or ) ON THIS DAY PERSONALLY APPEARED BEFORE ME ____ T __ ____ ___ TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWl_EDGED THAT HE/SHE SIGNED THE SAME AS HIS/HER FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES TI-IEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS i DAY OF __ _ , 20_ _ . SIGNATURE OF NOTARY:__i__g PRINTED NAME OF NOTARY:__g RESIDING AT: _ MY APPOINTMENT EXP|RES:i____g KINGCOUNTYDEPARTMENTOFASSESSMENTS _, EXAMINED AND APPROVED THIS __i DAY OF ii , 20__. KING COUNTY ASSESSOR I 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 BE STAKED CORRECTLY ON THE GROUND. PAUL T. RICE, P..S§ 4-0101 RECORDING CERTIFICATE , _ _ FILED FOR niscono Tl-l:S If DAY or C .2016 _ AT M IN BOOK or AT PAGE AT II-IE REQUEST A-1 i A OF PAUL T. RCE MANAGER 7 E SUPERINTENDENT or RECORDS CITYOFRENTONAPPROVALS Z g _ CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS ?___ DAY OF i, 20 . ADMINISTRATOR CITY OF RENTON MAYOR EXAMINED AND APPROVED THIS DAY OF . 20 . MAYOR ATTEST: g__________ CITY CLERK CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINOUENT 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 FINANCE DIRECTOR TI KING COUNTY FINANCE DIVISION CERTIFICATE I HEREBY CERTIFY THAT LL PROPERTY TAXES ARE PAID, THAT THERE NO DELINOUENT SPECIAL ASSESSMENTS CERTIFIED TO TH-S 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 PUBUC USE. ARE PAID IN FULL. TI-IIS ___iDAY OF 20?, MANAGER. FINANCE DIVISION DEPUTY LEGAL DESCRIPTION, _ _ _ if _ PARCEL A: C LOTS X. Y. AND Z. KING COUNTY BOUNDARY LINE ADJUSTMENT NUMBER LOBLOOSS. RECORDED UNDER RECORDING NUMBER 200704-19900019. IN KING COUNTY. WASHINGTON. TOGETHER \l'iIT'H A NON—EXCLUSIVE EASEMENT FOR ROAD AS DISCLOSED BY INSTRUMENTS RECORDED UNDER RECORDING NUMBERS TBOBOQOEISS AND BBO53TO99.'.':. PARCEL B‘ TRACT 5 OF NORTHWESTERN GARDEN TRACTS. DIVISION 5. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 47 OF PLATS, PAGE SD. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST ISO FEET THEREOF, AS MEASURED ALONG THE SOUTH UNE OF SAID TRACT 5; TOGETHER WITH TI-IE 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‘OB'10" WEST ALONG THE WEST UNE OF SAID TRACT 5, A DISTANCE OF 120 FEET: THENCE SOUTH 89'34-'39‘ EAST, 150 FEET: THENCE NORTH 1'O8’IO" EAST, 150 FEET TO THE NORTH LINE OF SAID TRACT 5; THENCE NORTH 89'34'.39' WEST ALONG SAID UNE, 103.38 FEET TO AN ANGLE POINT; THENCE SOUTH O'25'21" WEST, 30 FEET; ‘THENCE NORTH B9‘34'39" WEST, 46.89 FEET TO IT-IE POINT OF BEGINNING. VICINITY MAP, f __ g _ J r Q? TXY RM I II II I‘ uno ST - I Z, HSBAVHLBD marg _ _.I i SITE 1 F 1/"\ 3 e E SETQINDST D E ‘I- l$'- loI6 t,erva11/41/dual-ax-.w-\-.\-.\.\\.\I\\IH 5 QT.»T. 1;, ’; BY: __ JNMY" 5 — r — e‘i o' "-*1»O4‘ = D P_F_{O.lECT N_o.: 13536.01 $51 D W L FILEZNo.: ssoseqvx _. m,f__ k _ SCALE. N A '- ~ SHEET ~%‘,45=;;"1,ﬂ¢o¢§E 5 B420 154th Avenue NE , 10,,“ W, 5 Redmond.Washington93052 1 of 7 425-ass-zero 01;, \YIlf.l'IIIIIII Ur *20 \ “cg? I II&\\\\\\\ \ \\\\ IJ‘ 1 REYrED CANYON TERRACE A PORTiON OF HE S.E. 1/4 OF HE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. Cit”rQE RENTON ADDRESSING SYSJEIcIC”””” 1. AVENUES R’”DR AND SOUTh 2. SWEETS RUN EAST AR&.WEST (N ST.) 3. PLACE — PARALLELS AVE 4. WAY — 5. COURT — DEAD EN S. ODD NUMBER DRESSE 7 EVEN NlJW8E1fDDRESSES — EAST 8JY4BES DET LARDER GOING NORTH AND EAST CITY OF RENTON UTILITY EASEMENT PROVISIONS 1. Please add intormatios secessary for this plat PRIVATE EASEMENTS 1. Please add information necessary for this plat. Please add standard Tract langeage necessary tsr this plat as it relates to each Tract shown. EXISTING EASEMENTS PER TITLE REPORT 3) EASEMENT FOR ROADWAY, SWEET, SIDEWALKS, UT1UTES. STORM DRAINS AND OTHER USES, RECORDER MARCH 18, 1 974 UNDER RECORDING NO. 74 531 8042 7. 4) EASEMENT FOR ROADWAY AND UTiLITY PURPOSES, RECORDED AUGUST 9, 1978 UNDER RECORDING NO. 78G8G90599. 5) EASEMENT FOR INGRESS AND EGRESS FOR RDAD AND UTiLITiES, RECORDED MAY 31, 1988 UNDER RECORDING NO. BBDS3tDRR3 6) AGREEMENT FOR ESTA8USHMENT OF EASEMENT FOR STORM RATER RUNOFF UNE, DATED MARCH 8, 2008 UNDER RECORDING NO. 2GD8D3D6ODGSD2. 7 AND 25) AGREEMENT REGARDING ESTABLISHMENT OF EASEMENT FOR STORM RATER FACILITiES, DATED SEPTEMBER 27, 2013, UNDER RECORDING NO. 2GI3G527DDt4e8. 21) EASEMENt FOR ELECtRIC JRA55MISSION UNE GRANTED TO PUGET SOUND POWER & LIGHT COMPANY, DATED JULY tS, 1949. UNDER RECORDING NO. 3919394. 22) EASEMENT FOR ESTENSIOR OF SE 188TH SWEET. DATED SEPTEMBER 8, 1973 UNDER RECORDING NO. 73D9G6G131. 23) EASEMENT FOR WATER MAINS RECORDED MARCH 31, 1978 AND APRIL 19, 1978 UNDER RECORDING NO’S 760331DG29 AND 7BG419DG61 24) EASEMENT FOR WATER MAINS RECORDED MARCA 31, t978 AND MAT 28, 1979 UNDER RECORDING NO’S 78G331GG31 AND 78G528G19D 27) SUBJECT TO SOOS CREEK WATER AND SEWER DISWICT, SEWER SPECIAL CORNEHCTON CHARGE 287, RECORDED FEBRUARY 25, 2G08 UNDER RECGRDING NO. 2008G22SGGG4ne 33) PUDET SOUND ENERGY EASEMENT RECORDED UNDER RECORDING NO. 2Dt SDSG1 000828 SURVEY CONTROL TABLE SOURCE OF DATA: WGS SURVEY DATA WAREHOUSE — SURVEY CON WOL POINT STANDARD DATA SHEETS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE STSTEM — NORTh ZONE, HAD 1983/91 BASIS OF BEARING: NORTH 89’ YG9” WEST, ESTABLISHEO BY INVERSE BETWEEN WDS POINT DESIGNATOR ANO_,59OT Use Renton ID aamber not the BASS OF COORDINATES: WOS namber POINT DESIGNATOR: 2” BRASS DISK RON PUNCH IN CORCRETE MONUMENT iN CASE AT THE INTERSECTOR 00 SE t92ND SWEET AND t24TH AVENUE SE NORTHING: 159,851.884 EASSNG: 1,308,148.346 POINT DESI0NATiON.—WE 4” SOUARE CONCRETE MONUMENT WITH LEAD AND TACK IN CASE AT THE INTERSECTiON OF SE 192ND SWEET AND 116TH AVENUE SE. NORTHING: 159,872.526 (PUBUSHED) NORTHING: 1 S9,872.52e (MEASURED) EASING: 1,305,505.369 (PUBLISHED) EASTNG: 1,305,505.427 (MEASURED) REFERENCE DOCUMENTS 1) PLAT OF NORTHWESTERN GARDEN TRACTS DIV. NO 5, RECORDED IN VOLUME 47 OF PLATE, PAGE 90, RECORDS OF KIND COUNTY, WASHINGTON 2) RECORD OF SURVEY FOR RAVENNNA DEVELOPMENT LLC, RECORDED UNDER KIND COUNTY RECORDING NUMBER 2008DADR9DD059 3) RECORD OF SURVEY FOR MARVIN WENRMAN, RECORDED UNDER KING COUNTY RECORDING NUMBER 2008D9D98000D3 4) BOUNDARY UNE ADJUSTMENT NUMBER LG6LDD93, RECORDED UNDER KING COUNTY RECORDING NUMBER 2DO7041 9930019 5) BOUNDARY UNE ADJUSTMENT RUM8ER FOR RAVENNA DEVELOPMENT EEC, RECORDED UNDER RING COUNTY RECORDING NUMBER 2006D711900004 8) PLAT OF AURIA WOODS, RECORDED IN VOLUME 220 OF PLATE, PAGE 78—82, RECORDS OF KING COUNTY, WASHINGTON 7) RECORD OF SURVEY FOR WASHINGTON FEDERAL, RECORSED UNDER KING COUNTY RECORDING NUMBER 20130321900001 8) PLAT OF GOLDEN HILLS, RECORDED IN VOLUME 104 OF PLATE. PAGE 98, RECORDS OF KING COUNTY, WASHINGTON 9) BOUNDARY LINE ADJUSTMENT NUMBER FOR MATY BERNTSOH, RECORDED UNDER KING COUNTY RECORDING NUMBER 2DD6D4119GDG21 10) SUBDIVISION GUARANTEE ISSUED BY CHICAGO TiTLE INSURANCE COMPANY, CERTiFICATE NO. 0019183—06, DATED AUGUST 13, 2016 5324 5433 4100 5808 4503 4133 4671 382D 3400.6 5648.2 2827.0 2686.5 3036.2 2048.0 I Tr, VOL/PAOE —— SURVEY NOTES misspelled THIS SURVEY WAS PERFORMED FROM DECEMBER, 2013 TO PETEMBER 2016. ALL MONUMENTS SHOWN NEREON AS FOUND MONUMENTS WER DURING THE COURSE OF THAT SURVEY. MEASUREMENTE WERE MADE WITH A TOPCOR 8205 TOTAL STATiON CAUBRATED AT AN NO.5. BASEUNE WITHIN THE LAST YEAR, AND A NIPERA GPS UNIT. PROCEDURES USED IN THIS SURVEY WERE FiELD WAVERSE MEETiNG OR ESCEEDINO STANDARDS SET BY WAC 332—130—090. A portion of this proparty taIls within the Zone 2 Aquifer ProteClios Area. Please add standard Aquiler Protection Notice. Please review all hearing enaminer’s decision to Red uddilional soles required on lace of plat. LOS f 686. IMPGEHoas LOG AREA nssEea10 1815 1506685 FRET) 39 LOS AREAI PLSR 004mm. eraP 47GB 3088.2 Lesel Trenrh WIj,fin 8381 2813.2 2586.6 ‘ 1/ Pert. Pipe cccl Trench WI Perf. Pipe end Trench WI Pert. Pipe mel Trench WI Pert. Pipe [noel TrenrA WI Pert. Pipe Leonl Trench WI Pert. Pine S1 LeseI Trench WI Pert. Pipe 8406 41638 I 13 4803 2666.8 H i! tnsntTmnchWIfiie 19 I ‘I Pert. Pipe 20 , I Pert. Pipe 21 I Level Trench WI Pert. Pipe Level Trench WI Pert. Pine Level Trench WI Pert. Pipe 30 4287 2725.6 Level Trench WI Pert. Pipe 35 3820 2548.0 [noel Trench WI Pert. Pipe 32 3R20 2548.0 Lnsnl Trench WI Pert. Pipe 13 TrerrI Level Trend TN 6 1 37 Level Trench WI Pert. Pipe 38 .. Les,I Trench WI Pert IL 40B4 2713.6 Level Trench 30/Pert. Pipe 40 4229 41 4037 1 Lnvel Trench WI Pert. Pipe Level Trench WI Pert. Pine 391B 2548.7 Leon Trench WI Pert. Pipe 3893 2530.5 3868 2D54.2 49 4038 2676.7 Leon Grench RI Pert. Pipe 50 4139 2666.4 flnenl Trench WI Pert. Pipe 51 4218 2741.7 f.nsnl Trench WI Pert. Pipe S2 3797 2468.1 .nvet Trench W/ Pert. Pine 4R51 3258.2 Level Trench WI Pert. Pipe 8241 5358.7 4307 2799.6 3985 2530.3 Dispersal Trench 4361 2834.7 Dispersal Trench 4392 2RS4.e Oisper,aI Trench Sispersel Trench Lnvel Trench WI Pert. Pipe 2675.S Level Trench WI Pert. Pine 3817 mm 25 44 45 46 53 56 59 60 81 62 63 64 65 66 67 88 69 72 4430 2585.6 23621 31228 TUOW CONWOE BMP’S Addresses of each lot are required. Could add uddtevses for each lot here or on the main sheets. Need to show, it possibe on an overall boundary to show where Ihese are localed on Ihe property. II easements are to be relinquished, please provide documentation showing thaI L DOWL DATE: 05—06—2Gte BY: JNM PROJECT Rn.: 13596.01 FILE No.: 5306—079 SCALE: N/A SHEET 2 of 7 8420 1541h Avenue NE Redmond, Washinglon 9B052 425-B692675 U I 333USER ,.6-D94 856SAVEDDATE20 .9-9 PLOTDATE 206 -W-PL 3566 D do ..)35860 OECA-0\5l-KveSC4 ,CI '5 RENTONADDRESSING SY 1 1. AVENUES RUN "-‘I AND SOUTH (———— ' . NE) 2 STREETS RUN EAST 1' WEST (N. --———ST.) 3 PLACE — PARALLELS A 1| '4 WAY — PARALLELS 1?‘ 5 EET B e 7 COURT — DEAD EN ' ODD NUMBER DRESSES -- W'EST AND ‘ ' EVEN N 2-1' ADDRESSES — EAST AND NOR N |' ‘I SGET LARGER GOING NORTH AND EAST CANYON TERRACE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. PRIVATE EASEMENTS Please add rnlormatron necessary for Ihrs plat Please add standardTract languagenecessary for this plat as It relates to each Tract shown rz><r_sT|NeEASEMENTSEERIITLEREPORT K Please review all heanng *' ' ' examiner's decrson to ﬁnd — -- - - - - additional notes requrred on — . face of plat 3) EASEMENT FOR ROADWAY, STREET, SIDEWALKS, UTILITTES, STORM DRAINS AND OTHER USES, RECORDED MARCH 10. 1974 UNDER RECORDING N0. 7403180427. 4) EASEMENT FOR ROADWAY AND UTILITY PURPOSES. RECORDED AUGUST 9. 1978 UNDER RECORDING NO. 7808090599. 5) EASEMENT FOR INGRESS AND EGRESS FOR ROAD AND UTILITIES. RECORDED MAY 31. 1988 UNDER RECORDING N0. 8805310993 6) AGREEMENT FOR ESTABUSHMENT OF EASEMENT FOR STORM WATER RUNOFF LINE. DATED MARCH 6. 2008 UNDER RECORDING NO. 20080306000502. 7 AND 25) AGREEMENT REGARDING ESTABUSHMENT OF EASEMENT FOR STORM WATER FACILITIES, DATED SEPTEMBER 27, 2013, UNDER RECORDING NO. 20130927001458. 21) EASEMENT l'OR ELECTRIC TRANSMISSION UNE GRANTED TO PUGET SOUND POWER 46: UGI-IT COMPANY, DATED JULY 15. 1949. UNDER RECORDING NO. 391939 . 22) EASEMENT FOR EXTENSION OF SE IBBTH STREET. DATED SEPTEMBER 6. 1973 UNDER RECORDING N0. 7309060131. 23) EASEMENT FOR WATER MAINS RECORDED MARCH 31, 1978 AND APRIL 19, 1978 UNDER RECORDING NO'S 7803310029 AND 7804190061 24) EASEMENT FOR WATER MAINS RECORDED MARCH 31. 1978 AND MAY 26. 1978 UNDER RECORDING NO'S 7803310031 AND 7805260190 27] SUBJECT T0 SOOS CREEK WATER AND SEWER DISTRICT. SEWER SPECIAL CONNENCTION CHARGE I 267, RECORDED FEBRUARY 25, 2008 UNDER RECORDING NO. 20080225000496 33] PUGET SOUND ENERGY EASEMENT RECORDED UNDER RECORDING NO. 20150501000626 _SURVEYCONTROLTABLE_ _. 2 U N690 10 show. II p055|blB On an 56P3_ 3645.2 , Level Trench I1] P-e1_'f. Pllnp-e overall boundary to showwhere 4503 ' 2927.0 RevelTrengI_1}r1{,r'Perf.Pipe ' "1858 are Iﬂﬁﬂlﬂd 0" "19 PFOPBFIY an 4133 2sas.s . LevelTrend1wrPerf.PI_peT' II °a5°'“°"Is ‘"9I° be '°'I"q“I5h°d 22 541a T _ 3521.1 _ LevelTrenchwrPerf.Pine please provrde documentatron - showing that SOURCE OF DATA! WGS SURVEY DATA WAREHOUSE — SURVEY CONTROL POINT STANDARD DATA SHEETS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE svsrervr - NORTH ZONE. NAO rsezs/91 BASIS OF BEARING: NORTH 89'}-3'09‘ lhE§T, ESTABLISHED BY INVERSE BETWEEN was POINT DESIGNAHON AND Use Benton ID number not the BASIS or COORDINATES: W95"umber POINT ocsrcmmorr=-eerie", 2" eness o|sr< vr-m~r PUNCH rrr corrcecrc MONUMENT rrr cese AT THE rrvrcesrscrrorr or sr: 192ND sreccr mo 124rr-1 AVENUE sc. NORTHING: 159,es1.ee4 EASTING: 1,3oe.14e.a4e POINT DESlGNA110N'»-5809' _ :2... . SrAVENUE sc. I -5“ -.NORTHING: 15e,e72.52e (Pueusr-|E0;r NORTHING. 15s.e72.s2e (MEASURED) EASTING: 1.305.5o5.3e9 (eueusurze) EASTING; 1,305,505.42? (MEASURED) REFERENCE DOCUMENTS |—-Q; [7 7 1_ 1) PLAT OF NORTHWESTERN GARDEN TRACTS DIV. NO 5, RECORDED IN VOLUME 47 OF PLATS, PAGE 90, RECORDS OF KNG 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 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 PLAT5. PAGE 78-92, RECORDS OF KING COUNTY. WASHINGTON 7) RECORD OF SURVEY FOR WASH-NGTON FEDERAL. RECORDED UNDER IONG 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 ADJJSTMENT NUMBER FOR MATT BERNTSON. RECORDED UNDER KING COUNTY RECORDING NUMBER 20060411900021 10) SUBDIVISION GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, CERTIFICATE NO. 0O19‘l83—06. DATED AUGUST 13. 2016 X RECEIVED tesraszrorﬁl VOL PAGE ' rrSURVEY NOTES '"'SSP°8*‘ mrs SURVEY was PERFORMED FROM erzcerrece. 2013 roﬁzore. ALL uorvuvcrrrs sr-rovrrv ucecorv AS FOUND MONUMENTS wee - - 1r ouerrrc 11-re ceuesc or THAT surrver. MEASUREMENTS WERE MADE WITH A TOPCON 8205 TOTAL STATION CALIBRATED AT AN N.G.S. BASEUNE ‘MTT-IIN 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. c_|IY_or=_RENTO.NI.lTlLlTYEASEMENTPROVl$Q_N_S_ A — L i M,mm BM P — 1- Please add rniormation necessary for this plat 1"“; IRPEITVPTIS — H I U LOT AREA COVERAGE (65% LOT I (SQUARE FEET) (F LOT AREA) FLOW CONTROL BMP 1 4708 3060.2 LevelTrench W!Perl’. Pipe 2 _T 4331 _ 2815@ _ _ LevelTrenchWIPerl’. Pi;.r_e I-F "Ir-lG"l\J'lbl-H Standard Aquila’ P'°T°°I°"' 5161 3244.7 LevelT[errcI1wrPerf.Pipe I lB555‘°°° -l--—--I-r—I——r _.l.-..--r5324 __ 3450.5 LevelTrenchvvrPerf.Pipe _' SE33 I 2531.5 _l.evelTrenc_hwrPerf.Pip-r_ 4010 2660.0 _LeveITrenchW!Perf. P_tP-_e> IIIDO 2601.0 +.LevelTrenchWIP_erf.l?_I_p-e sees I 2590.3 |_Leve|TrenchwrPerf.Pi_r_:r-e_ -- a 5939 . 3840.9 ___LeveITrench Perf. Pipe?_l.._ _ S301 _ 3445.7 LevelTrenchVV.I_Perf. Pjpg T 4153.9 . Level Trench W,l'_Perf. Plcre h * _-rooo ___ 2e_o_c_|.o ILeve|"rre_r_re|_1__vv.l_P_;e_r‘ITFierel 1 _§_I',85 _ 2655.3 - Level TrenchW_.'f_Perf. Pipe |_ _ _ "5023 _ a2eg.s___lLeve|rrerrer1w/Perr.r>reef IBE'~2'r8U1'§ .l-——r.lr--l' ‘In _ ---- —|- - - __ - - _r_ -21 _ 4671 303_6_.2 __|_.e_veI TrenchW.l"__Ferf. Plﬂel -I T. __ -- .p||I--|___ — ----—|§_ 1913 3232.5 Level Trench W)‘ Perf. Pipe . 24 __ 5362 34_e_sTa tl.eveITrenchwrrerr.fieel 25 - 3920 _ 2548.0 l.eve|1_'renchW,r!'_P erf. Pipe L'“l __.|_;._. G93.0 -l——lIl+ 4 3920 B-48.0 _4_LeveI TrenchWI Perl’. Pipe . 21 . asao 2s4e.o veITrencI]1lV,r'P_e_r\' Pl_peJ' _ _;.___ .1 __-___ ' _4§48 2956.2 4LevelTrenchWTPerf.Flee . _ _' dress 3345.9 _4LeveITrenchW/Perf.PIpe_ 4267 2773.6 _|_.eveITrenchWIPerf._§i_pe+ ' 3920 _leve|Trenc_h_\{J/Perl. l'_ige_L L _ _ 3920_ ___ ___Z949.0__ _ l.eveITrenchW,|'_Perf._ﬂ;;e_'L 3947 2565.6 LevelTrenchWe‘ Perf.Piqe eeseeees f..__ ‘*7 I"T f 41.74 _ __ 27131 _LeveITrenchw_/Perf Pjjrej 5 51.11 aa2s.1 LLevelTrenchwrPerf.Pipe I L __k 4151 _ 22m2 _ +_L_eveITrenchwrrerr.Free _ ._ 4152 _2_70§_3 _i_Le\_r_eITrenchVv_',r'Perf.f_i_pe_ L __ 4235 2252a I LevelTrenchwrPerf.Plfre_ |_39 " 4134 2719.6 _ LevelTrenchW.r"Perf.Plggi I“ 'I—‘A? -_-L__ go I 4229 A 2r4e_e LevelTrenchwrPgr_'f_.grgeﬂ _ 41 I 5131 A _2§r_a9.1_ _LeveI_Trerrc-_hIlIl,l'P_erf.Pt|:;er __ 42 _r_ _3_9_6B q 2579.2 _Level Trench WI Perf. flee _ 43 aeaa 2553.0 LevelTrenchvy_rPerf.Pipe 391a 245.2 7 LeveI__Trench_I1ll,fPerf.Plpe1M 7 _" .I 45 sees 2sao.s +Le\@l_‘I're_r1chwrPerf.Pip-_e ' 45 . sass _ 2514.2 I :LevelTTenehWrjerr._Er_;re_' !_ 42 _,__ 3&4; 2_4se.0 ;FLeve_l¥rEri'El'1'\}vr Per'f.Pti:r-_e _ 48 AF 3819 2482.4 __+ Level Trench W)‘ Perf. fi_Fe__ _ 49 L 4118 2976.7 Level Trench VV,F_Pe_r_f. Pipe k 41.39 2551.4 Z Level TrenchV1{Perf. Pipe; _l. -5fl?so . _ #51 I 4213 _+ 2141.7 -LeveITrenQ\_l_l1l|lI‘!e_rf.l’t[.~_re_ __52 _ am 24sa.1 _ fLevelTre_ncI1v1rr=err._rreeJ sa L 2.2;? +'T___ 24151.1 __LevelTrenchwrr=err._r>r|:re_;| 54 " 5221 " 3393.7 FLevel_T_renchyvrrerr.r=ree_, I. -_-r 55 _ 5154 _- 3350.1 _J=F|.e_velTrenchW3‘ Perf. Pipe . 56_ __ _ 5l3_5 _ 3337.8 _+_L_eve| TrenchWI Perf. Pip-e_|. _ __|_ I4951 _ ilevel TrenchW! Perf. Pipe 4307 2799Q _ + Dis|;r_ersal_TrencI1 __ __ _ _2Z8_1.4 . Disgrsal Trench 4044 2628.6 Drspersal Trench 59 __ 8241 - 5356.}: I DlspersalTrench I I __r.-—— ....._.- $1038 'I‘-I‘-‘II ' +1..-r ._- - - ; ' _ 3995 _ _§9Q.3 __ 0Isgr§aI_‘l'_rench * 4361 2834 7 ' Dlsgersal Trench 81072 I l 4392 , 2§54.B _ DispersalTrench _ 1 L__ __ 4804 _ _ __ 3122§ _ Dts_.p.ersalTrench _+ _ 67 _ 5133 333§.5 ___ Di_scl~ersal]'renc[1 _ 68 5244 3413 6 DispersalTrench _§§__ M-.- -. mm '_. Di§r!.=.r$§I.Treﬂ.¢.h : ._ 70 :_ 44555 + 2895B -;__ __ Dispersal‘l're_nd1 _ . Z1 _ _ 50_96_ 4_ 33124 TLevelTrench Perf- Pipe_, I 22 L _-use ___._ 22195 ,LeverrreeerrL_grgerr.rae~_e Addresses ol each lot 4 "' 1 - -- —— - "-" - - arerequired A_portion olthrs properly falls __ _ 3954 2539.5_ LevelTrenchwrPerl’.Pree com add addresses vvrthrn the Zone 2 Aqurter 4463 ' 2904.2 LevelTrenchW}Perf. Pipe for each Lot here or on Protection Area Please add . 3_,q1_5 14-;g_g 7 LeverTrenchw/_p,,,f_mp, the mam sheets _ 05-oe-gore ‘.. FILE No.: 8306-078 one ~‘ QLT R, err; JNM Ts‘ "‘*'rr <1’ . D D ‘ H ' L PROJECT No.: 1a5ee.o1 I.‘ \\\\\\\\\\\"{’Il'l’III"! 1 42-O Y’II'IIIlA\\\\\\\ \\\\\ ’ I" 4>Q_n¢q¢‘¢E 8420 154th Avenue NE ,. Redmond.Washingtonsees: 2 'l‘\v.“............-.~.....-....-....,.-..--..-..-..-v-.-.,..I‘? 7 II I — sc.r.|_£; T N A srrcer of 7 U I 333USER ,.6-D94 856SAVEDDATE20 .9-9 PLOTDATE 206 -W-PL 3566 D do ..)35860 OECA-0\5l-KveSC4 ,CI '5 RENTONADDRESSING SY 1 1. AVENUES RUN "-‘I AND SOUTH (———— ' . NE) 2 STREETS RUN EAST 1' WEST (N. --———ST.) 3 PLACE — PARALLELS A 1| '4 WAY — PARALLELS 1?‘ 5 EET B e 7 COURT — DEAD EN ' ODD NUMBER DRESSES -- W'EST AND ‘ ' EVEN N 2-1' ADDRESSES — EAST AND NOR N |' ‘I SGET LARGER GOING NORTH AND EAST CANYON TERRACE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. PRIVATE EASEMENTS Please add rnlormatron necessary for Ihrs plat Please add standardTract languagenecessary for this plat as It relates to each Tract shown rz><r_sT|NeEASEMENTSEERIITLEREPORT K Please review all heanng *' ' ' examiner's decrson to ﬁnd — -- - - - - additional notes requrred on — . face of plat 3) EASEMENT FOR ROADWAY, STREET, SIDEWALKS, UTILITTES, STORM DRAINS AND OTHER USES, RECORDED MARCH 10. 1974 UNDER RECORDING N0. 7403180427. 4) EASEMENT FOR ROADWAY AND UTILITY PURPOSES. RECORDED AUGUST 9. 1978 UNDER RECORDING NO. 7808090599. 5) EASEMENT FOR INGRESS AND EGRESS FOR ROAD AND UTILITIES. RECORDED MAY 31. 1988 UNDER RECORDING N0. 8805310993 6) AGREEMENT FOR ESTABUSHMENT OF EASEMENT FOR STORM WATER RUNOFF LINE. DATED MARCH 6. 2008 UNDER RECORDING NO. 20080306000502. 7 AND 25) AGREEMENT REGARDING ESTABUSHMENT OF EASEMENT FOR STORM WATER FACILITIES, DATED SEPTEMBER 27, 2013, UNDER RECORDING NO. 20130927001458. 21) EASEMENT l'OR ELECTRIC TRANSMISSION UNE GRANTED TO PUGET SOUND POWER 46: UGI-IT COMPANY, DATED JULY 15. 1949. UNDER RECORDING NO. 391939 . 22) EASEMENT FOR EXTENSION OF SE IBBTH STREET. DATED SEPTEMBER 6. 1973 UNDER RECORDING N0. 7309060131. 23) EASEMENT FOR WATER MAINS RECORDED MARCH 31, 1978 AND APRIL 19, 1978 UNDER RECORDING NO'S 7803310029 AND 7804190061 24) EASEMENT FOR WATER MAINS RECORDED MARCH 31. 1978 AND MAY 26. 1978 UNDER RECORDING NO'S 7803310031 AND 7805260190 27] SUBJECT T0 SOOS CREEK WATER AND SEWER DISTRICT. SEWER SPECIAL CONNENCTION CHARGE I 267, RECORDED FEBRUARY 25, 2008 UNDER RECORDING NO. 20080225000496 33] PUGET SOUND ENERGY EASEMENT RECORDED UNDER RECORDING NO. 20150501000626 _SURVEYCONTROLTABLE_ _. 2 U N690 10 show. II p055|blB On an 56P3_ 3645.2 , Level Trench I1] P-e1_'f. Pllnp-e overall boundary to showwhere 4503 ' 2927.0 RevelTrengI_1}r1{,r'Perf.Pipe ' "1858 are Iﬂﬁﬂlﬂd 0" "19 PFOPBFIY an 4133 2sas.s . LevelTrend1wrPerf.PI_peT' II °a5°'“°"Is ‘"9I° be '°'I"q“I5h°d 22 541a T _ 3521.1 _ LevelTrenchwrPerf.Pine please provrde documentatron - showing that SOURCE OF DATA! WGS SURVEY DATA WAREHOUSE — SURVEY CONTROL POINT STANDARD DATA SHEETS HORIZONTAL DATUM: WASHINGTON STATE PLANE COORDINATE svsrervr - NORTH ZONE. NAO rsezs/91 BASIS OF BEARING: NORTH 89'}-3'09‘ lhE§T, ESTABLISHED BY INVERSE BETWEEN was POINT DESIGNAHON AND Use Benton ID number not the BASIS or COORDINATES: W95"umber POINT ocsrcmmorr=-eerie", 2" eness o|sr< vr-m~r PUNCH rrr corrcecrc MONUMENT rrr cese AT THE rrvrcesrscrrorr or sr: 192ND sreccr mo 124rr-1 AVENUE sc. NORTHING: 159,es1.ee4 EASTING: 1,3oe.14e.a4e POINT DESlGNA110N'»-5809' _ :2... . SrAVENUE sc. I -5“ -.NORTHING: 15e,e72.52e (Pueusr-|E0;r NORTHING. 15s.e72.s2e (MEASURED) EASTING: 1.305.5o5.3e9 (eueusurze) EASTING; 1,305,505.42? (MEASURED) REFERENCE DOCUMENTS |—-Q; [7 7 1_ 1) PLAT OF NORTHWESTERN GARDEN TRACTS DIV. NO 5, RECORDED IN VOLUME 47 OF PLATS, PAGE 90, RECORDS OF KNG 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 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 PLAT5. PAGE 78-92, RECORDS OF KING COUNTY. WASHINGTON 7) RECORD OF SURVEY FOR WASH-NGTON FEDERAL. RECORDED UNDER IONG 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 ADJJSTMENT NUMBER FOR MATT BERNTSON. RECORDED UNDER KING COUNTY RECORDING NUMBER 20060411900021 10) SUBDIVISION GUARANTEE ISSUED BY CHICAGO TITLE INSURANCE COMPANY, CERTIFICATE NO. 0O19‘l83—06. DATED AUGUST 13. 2016 X RECEIVED tesraszrorﬁl VOL PAGE ' rrSURVEY NOTES '"'SSP°8*‘ mrs SURVEY was PERFORMED FROM erzcerrece. 2013 roﬁzore. ALL uorvuvcrrrs sr-rovrrv ucecorv AS FOUND MONUMENTS wee - - 1r ouerrrc 11-re ceuesc or THAT surrver. MEASUREMENTS WERE MADE WITH A TOPCON 8205 TOTAL STATION CALIBRATED AT AN N.G.S. BASEUNE ‘MTT-IIN 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. c_|IY_or=_RENTO.NI.lTlLlTYEASEMENTPROVl$Q_N_S_ A — L i M,mm BM P — 1- Please add rniormation necessary for this plat 1"“; IRPEITVPTIS — H I U LOT AREA COVERAGE (65% LOT I (SQUARE FEET) (F LOT AREA) FLOW CONTROL BMP 1 4708 3060.2 LevelTrench W!Perl’. Pipe 2 _T 4331 _ 2815@ _ _ LevelTrenchWIPerl’. Pi;.r_e I-F "Ir-lG"l\J'lbl-H Standard Aquila’ P'°T°°I°"' 5161 3244.7 LevelT[errcI1wrPerf.Pipe I lB555‘°°° -l--—--I-r—I——r _.l.-..--r5324 __ 3450.5 LevelTrenchvvrPerf.Pipe _' SE33 I 2531.5 _l.evelTrenc_hwrPerf.Pip-r_ 4010 2660.0 _LeveITrenchW!Perf. P_tP-_e> IIIDO 2601.0 +.LevelTrenchWIP_erf.l?_I_p-e sees I 2590.3 |_Leve|TrenchwrPerf.Pi_r_:r-e_ -- a 5939 . 3840.9 ___LeveITrench Perf. Pipe?_l.._ _ S301 _ 3445.7 LevelTrenchVV.I_Perf. Pjpg T 4153.9 . Level Trench W,l'_Perf. Plcre h * _-rooo ___ 2e_o_c_|.o ILeve|"rre_r_re|_1__vv.l_P_;e_r‘ITFierel 1 _§_I',85 _ 2655.3 - Level TrenchW_.'f_Perf. Pipe |_ _ _ "5023 _ a2eg.s___lLeve|rrerrer1w/Perr.r>reef IBE'~2'r8U1'§ .l-——r.lr--l' ‘In _ ---- —|- - - __ - - _r_ -21 _ 4671 303_6_.2 __|_.e_veI TrenchW.l"__Ferf. Plﬂel -I T. __ -- .p||I--|___ — ----—|§_ 1913 3232.5 Level Trench W)‘ Perf. Pipe . 24 __ 5362 34_e_sTa tl.eveITrenchwrrerr.fieel 25 - 3920 _ 2548.0 l.eve|1_'renchW,r!'_P erf. Pipe L'“l __.|_;._. G93.0 -l——lIl+ 4 3920 B-48.0 _4_LeveI TrenchWI Perl’. Pipe . 21 . asao 2s4e.o veITrencI]1lV,r'P_e_r\' Pl_peJ' _ _;.___ .1 __-___ ' _4§48 2956.2 4LevelTrenchWTPerf.Flee . _ _' dress 3345.9 _4LeveITrenchW/Perf.PIpe_ 4267 2773.6 _|_.eveITrenchWIPerf._§i_pe+ ' 3920 _leve|Trenc_h_\{J/Perl. l'_ige_L L _ _ 3920_ ___ ___Z949.0__ _ l.eveITrenchW,|'_Perf._ﬂ;;e_'L 3947 2565.6 LevelTrenchWe‘ Perf.Piqe eeseeees f..__ ‘*7 I"T f 41.74 _ __ 27131 _LeveITrenchw_/Perf Pjjrej 5 51.11 aa2s.1 LLevelTrenchwrPerf.Pipe I L __k 4151 _ 22m2 _ +_L_eveITrenchwrrerr.Free _ ._ 4152 _2_70§_3 _i_Le\_r_eITrenchVv_',r'Perf.f_i_pe_ L __ 4235 2252a I LevelTrenchwrPerf.Plfre_ |_39 " 4134 2719.6 _ LevelTrenchW.r"Perf.Plggi I“ 'I—‘A? -_-L__ go I 4229 A 2r4e_e LevelTrenchwrPgr_'f_.grgeﬂ _ 41 I 5131 A _2§r_a9.1_ _LeveI_Trerrc-_hIlIl,l'P_erf.Pt|:;er __ 42 _r_ _3_9_6B q 2579.2 _Level Trench WI Perf. flee _ 43 aeaa 2553.0 LevelTrenchvy_rPerf.Pipe 391a 245.2 7 LeveI__Trench_I1ll,fPerf.Plpe1M 7 _" .I 45 sees 2sao.s +Le\@l_‘I're_r1chwrPerf.Pip-_e ' 45 . sass _ 2514.2 I :LevelTTenehWrjerr._Er_;re_' !_ 42 _,__ 3&4; 2_4se.0 ;FLeve_l¥rEri'El'1'\}vr Per'f.Pti:r-_e _ 48 AF 3819 2482.4 __+ Level Trench W)‘ Perf. fi_Fe__ _ 49 L 4118 2976.7 Level Trench VV,F_Pe_r_f. Pipe k 41.39 2551.4 Z Level TrenchV1{Perf. Pipe; _l. -5fl?so . _ #51 I 4213 _+ 2141.7 -LeveITrenQ\_l_l1l|lI‘!e_rf.l’t[.~_re_ __52 _ am 24sa.1 _ fLevelTre_ncI1v1rr=err._rreeJ sa L 2.2;? +'T___ 24151.1 __LevelTrenchwrr=err._r>r|:re_;| 54 " 5221 " 3393.7 FLevel_T_renchyvrrerr.r=ree_, I. -_-r 55 _ 5154 _- 3350.1 _J=F|.e_velTrenchW3‘ Perf. Pipe . 56_ __ _ 5l3_5 _ 3337.8 _+_L_eve| TrenchWI Perf. Pip-e_|. _ __|_ I4951 _ ilevel TrenchW! Perf. Pipe 4307 2799Q _ + Dis|;r_ersal_TrencI1 __ __ _ _2Z8_1.4 . Disgrsal Trench 4044 2628.6 Drspersal Trench 59 __ 8241 - 5356.}: I DlspersalTrench I I __r.-—— ....._.- $1038 'I‘-I‘-‘II ' +1..-r ._- - - ; ' _ 3995 _ _§9Q.3 __ 0Isgr§aI_‘l'_rench * 4361 2834 7 ' Dlsgersal Trench 81072 I l 4392 , 2§54.B _ DispersalTrench _ 1 L__ __ 4804 _ _ __ 3122§ _ Dts_.p.ersalTrench _+ _ 67 _ 5133 333§.5 ___ Di_scl~ersal]'renc[1 _ 68 5244 3413 6 DispersalTrench _§§__ M-.- -. mm '_. Di§r!.=.r$§I.Treﬂ.¢.h : ._ 70 :_ 44555 + 2895B -;__ __ Dispersal‘l're_nd1 _ . Z1 _ _ 50_96_ 4_ 33124 TLevelTrench Perf- Pipe_, I 22 L _-use ___._ 22195 ,LeverrreeerrL_grgerr.rae~_e Addresses ol each lot 4 "' 1 - -- —— - "-" - - arerequired A_portion olthrs properly falls __ _ 3954 2539.5_ LevelTrenchwrPerl’.Pree com add addresses vvrthrn the Zone 2 Aqurter 4463 ' 2904.2 LevelTrenchW}Perf. Pipe for each Lot here or on Protection Area Please add . 3_,q1_5 14-;g_g 7 LeverTrenchw/_p,,,f_mp, the mam sheets _ 05-oe-gore ‘.. FILE No.: 8306-078 one ~‘ QLT R, err; JNM Ts‘ "‘*'rr <1’ . D D ‘ H ' L PROJECT No.: 1a5ee.o1 I.‘ \\\\\\\\\\\"{’Il'l’III"! 1 42-O Y’II'IIIlA\\\\\\\ \\\\\ ’ I" 4>Q_n¢q¢‘¢E 8420 154th Avenue NE ,. Redmond.Washingtonsees: 2 'l‘\v.“............-.~.....-....-....,.-..--..-..-..-v-.-.,..I‘? 7 II I — sc.r.|_£; T N A srrcer of 7 REcEIyED CANYON TERRACE A PORTION OF ThE SE. 1/4 OF THE S.W. 1/4. OF SEC. 33, T23N, R5E, W.M. VOL/PAGE 100 0 100 250 SCALE IN FEET PROJECT BOUNDARY PROPERTY LINE CEDTERUNE SECSON LINE EASEMENT LINE SEC11ON CORNER NORTh 1/4 CORNER CASED ROAD MONUMENT PROPERTY CORNER SET (5/B” REBAR W/CAP. LS # 40101 PROPERTY CORNER FOUND (AS NOTED) (is) MEASURED DIMENBON (c) COMPUTED DIMENSION (9) DIMENSION FROM REF. DOC. # FOUND MONUMENT ID # MONUMENT REFERENCE TABLE SYMBOL 9 A A A A A DESCRIPSON END. 1/2” REBAR W/CA?. ES 40016/16899 END. 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 END. 5/B” REBAR, NO CAP, 0.6 W OF UNE SYMBOL 9 DESCRIPSON A END. 1/2” REBAR. NO CAP. 0.15’ W OF UNE A END. 5/8” REBAR W/CAP. LS 19635 0.1’ 0 & 0.7’ S OF CORNER A END. 5/6” REBAR W/CAP, LS # 16898 0.3’ S OF CORNER c.. c-z..IE DDWL OATh 05—D6—201 BY: JN PROJECT No.: 13586,0 FILE No.: S306—07C SCALE: 1=100 SHEET3 of 7 8420 154th AvenSe NE Redmond, WashIngton 98052 425-868.2670 USER nrice 4093 50SAVEDDATE 206-095-94 2 PLOTDATE20 VP-FL—3586 0 dcr ,._ CAO\5urv¢SC 4586 0 \06 1:\ .__J‘L CANYON TERRACE I RECEIVED [usaszorsr VOL PAGE A PORTION or .e... .. .00 2....THE S.E. 1/4 or ‘I1-IE s.w. 1/4, or sec. as, T23N, R5E, w.rvr. $ I l I I I eiei I ) ,5‘ lvl.2.;_!)_r§e5_p|'( —l I r Iv, 384.6 '=6:-:<_>. "-""3I“I'!°_ j§'?J'E(2..3)n1'rs' 9|rrozo —+“ I I if I I I 120TH AVE SE . r r |I , | I _ _--—_ . ___ , , r , | T‘ 553"*"“'5(°I589'3*'-39'E(1.3) - 53*-"'“-"'*"€I¢I '3"3?'E(1.1) saa'4e'-we c I \ FND. CONCRETE MON \'!/LEAD 8: TACK IN MON. CASE | 1 r r I * ‘F _..e _, I T Tl -I - r—--—. --I I ' I "1:2.3"lNOIISTI5 - H89 Lrnevvork for mm(C) I°3"°'(C' boundary rs I ‘(LP0'9‘ct?‘ .'° <r\*“"’-§§l§‘°“To '4-5°44: c j 584.'04'[C) g'L5'L 0'5 N0l‘I0'02'E(3)Too?‘ ___ I \-r s2'£ c) '55 N0 589'08'3.3"E cl_ se9's4'2e'r-:-' ' -___ _ iii _,_____ SElB:T_* in F“ 1o32s(u)- \ 225_34.(c_3) I I I I T T T T ' " T ' - - - - __ .?9:l'7g.(c£BO5-‘QQT i __ _ -4 - I _ 334._g'| (2.31 5_2Biu- ___‘, ___ 5a9,3‘,J9,E§ig ‘Ix I \ \ I \ \incomp'ete .v\'5 013-9' '°I 6% TRACT5 Lc"¢'“3"°I 76 c.3J F as '{ 1.95‘gal. L\T.I.9'T°Bm %-_l7-0. __ J _l I_ FND. 2" BRASS DISK W/PUNCH IN MON.CA5E L- - __ __. l____ I F49 c)rvo_'r 0Ttggj an H_ '- .-A15s.92'£c.2l LOTX LOT Y -.. -ii-I ‘ N01'52'51' C NO1'06'56 E 2 .311 no 's2's . T T" °irss":'3"1: wrrﬁ I sas'4o's4'lv(2) ' . LOTZ3) 'E(C)N0 '0B’56'E( 0-we C,2 2-ro.oa'(',3233 ;g'\. I. ""'\-rcoucecre , W/LEAD ar , IN eon.$3 was POINTLEGEN £13 D- I I“ 3%33 5 4 9 +19 ("J (C) Z --I-— . _-C L— ;..— ' __ 155 se1e2_rr|oer j i _L____ 499_65.(C_2) N89133::1"w(rr}see'4o'54'w(1,2,3 ’ ‘ ‘“ s ''T 2 s 1m{3*@ --- —-H8e'JJ_o_s'w (BASIS or ee_.\3mc I . . I I I lJ7'(C§er.oe' 2 B> I - I ooqgooxg --ErTT-_*_ g\-E0310“ -7 ,r~\ I A '1 »-- - c,?.)-rvrc ______,§E9-- 524.15I SBg_g_F1I§“1.lT __ "_ soo1'(c2) 57 71-[c.2) A 91(0) 2 es'(2} -9 \ ¢ \ N \ \ \ ;rs7.ae'( ] I \ I \ . I I aezso (c) _ \ I \ I I I I \ \ N88'I0'5I" C N68'56'46 2ow'rc,?r ,o°5S'57'E so '49 oe'\v(c)so 13' 4'w(z)9 50 ‘4e'os'w(c)50 15' 4"w(:2 -:1: ":""ra2. 3 -E %100.00'(C, 2) -I-re u— _ 'c)29a.oo'(2) '\Y(BJ50 'o3'14"ﬁ(__g Ir‘B8.00'(C,2) .‘-‘ ee'ro‘s1'w(c;r r~ree'se'4s'v.(2:- -__ 52.oo'(c,2}‘-0zeeo ( so 49119 A .’.‘§e?%E‘33I.3‘T<‘5EI 14s.se'(c.2) \ A T ,_ so '5 '32"w(c)so 'o5'42"w(z) ‘(Ear 2% 7'1 83 74 _ -sr'1s'*I‘-17-TC-2) I I I \ I I I I \ \ \ I \ I I \ I \ \ 2000 0- ‘ -v __ . \ I - ._,_. ,__ _2e4s.oo'ru ___ __ L -"' I‘ __ mo. 2' BRASS orsx 1'!/PUNCH m A MONUMENTREFERENCETA_BLE 2 _ . . _ MON. CASE WGS PIIINT: 5808 PROJECT BOUNDARY .5_IhIEQL_£ IJ.E5.QE.IET].O1!I. 5.‘I1MB_QL_i IlE5.QE.IEI].QN. 1/2' REBAR w/cee, Ls ,9 40015/reaee A mo. 1/2" REBAR, no cap. 0.15‘ w or-' LINE 1/2" REBAR w/cm, Ls gr user A mo. 5/e" REBAR W/CAP, Ls rr res:-5 PROPERTY LINE CENTERLINE SECTION LINE EASEMENT LINE SECTION CORNQ NORTH 1/4 CORNER CASED ROAD MONUMENT PROPERTY CORNER SET (5/8" REBAR W/CAP. LS # 40101 PROPERTY coerraz FOUND (AS rroreo) MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. ooc. 5 FOUND MONUMENT ID f l>l>I>l>l> FND FND FND FND FND e 0.1' E dc 0.7’ S OF CORNER 1/2' REBAR W/‘TAR “cm” 10°15" A r-"no. 5/e" REBAR W/CAP, Ls ,1 reeee 1/2' REBAR, no CAP. 0.2‘ s or LINE °-3' 5 °F °°R"ER 5/8" REAR, NO CAP, 0.6’ W OF LINE -r-\\\ \\\\ \\\\\\vrlrllrIII:.I::-Z0IIrQ - IT I II'lId’lIiIIlJ'I\‘\'\\\\\‘\\\\\\\\ \ ,1’! H .'r Q: OT '%)"€\e I .',-1* E I _.__~ Ll- ' '1 Iqvlt Fm | \\\\“ I J '4'IIlIIIIlI)lIA\\\ \\\\\\ l_r‘T DATE: _ 05-06-2016 BY: Z JNM PROJECT No.: 13586.01_ |:>c:|wr_ “T I — 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 r:rL: No.: ssoe-ovc scam 1"=1oo' seen 3 of 7 USER nrice 4093 50SAVEDDATE 206-095-94 2 PLOTDATE20 VP-FL—3586 0 dcr ,._ CAO\5urv¢SC 4586 0 \06 1:\ .__J‘L CANYON TERRACE I RECEIVED [usaszorsr VOL PAGE A PORTION or .e... .. .00 2....THE S.E. 1/4 or ‘I1-IE s.w. 1/4, or sec. as, T23N, R5E, w.rvr. $ I l I I I eiei I ) ,5‘ lvl.2.;_!)_r§e5_p|'( —l I r Iv, 384.6 '=6:-:<_>. "-""3I“I'!°_ j§'?J'E(2..3)n1'rs' 9|rrozo —+“ I I if I I I 120TH AVE SE . r r |I , | I _ _--—_ . ___ , , r , | T‘ 553"*"“'5(°I589'3*'-39'E(1.3) - 53*-"'“-"'*"€I¢I '3"3?'E(1.1) saa'4e'-we c I \ FND. CONCRETE MON \'!/LEAD 8: TACK IN MON. CASE | 1 r r I * ‘F _..e _, I T Tl -I - r—--—. --I I ' I "1:2.3"lNOIISTI5 - H89 Lrnevvork for mm(C) I°3"°'(C' boundary rs I ‘(LP0'9‘ct?‘ .'° <r\*“"’-§§l§‘°“To '4-5°44: c j 584.'04'[C) g'L5'L 0'5 N0l‘I0'02'E(3)Too?‘ ___ I \-r s2'£ c) '55 N0 589'08'3.3"E cl_ se9's4'2e'r-:-' ' -___ _ iii _,_____ SElB:T_* in F“ 1o32s(u)- \ 225_34.(c_3) I I I I T T T T ' " T ' - - - - __ .?9:l'7g.(c£BO5-‘QQT i __ _ -4 - I _ 334._g'| (2.31 5_2Biu- ___‘, ___ 5a9,3‘,J9,E§ig ‘Ix I \ \ I \ \incomp'ete .v\'5 013-9' '°I 6% TRACT5 Lc"¢'“3"°I 76 c.3J F as '{ 1.95‘gal. L\T.I.9'T°Bm %-_l7-0. __ J _l I_ FND. 2" BRASS DISK W/PUNCH IN MON.CA5E L- - __ __. l____ I F49 c)rvo_'r 0Ttggj an H_ '- .-A15s.92'£c.2l LOTX LOT Y -.. -ii-I ‘ N01'52'51' C NO1'06'56 E 2 .311 no 's2's . T T" °irss":'3"1: wrrﬁ I sas'4o's4'lv(2) ' . LOTZ3) 'E(C)N0 '0B’56'E( 0-we C,2 2-ro.oa'(',3233 ;g'\. I. ""'\-rcoucecre , W/LEAD ar , IN eon.$3 was POINTLEGEN £13 D- I I“ 3%33 5 4 9 +19 ("J (C) Z --I-— . _-C L— ;..— ' __ 155 se1e2_rr|oer j i _L____ 499_65.(C_2) N89133::1"w(rr}see'4o'54'w(1,2,3 ’ ‘ ‘“ s ''T 2 s 1m{3*@ --- —-H8e'JJ_o_s'w (BASIS or ee_.\3mc I . . I I I lJ7'(C§er.oe' 2 B> I - I ooqgooxg --ErTT-_*_ g\-E0310“ -7 ,r~\ I A '1 »-- - c,?.)-rvrc ______,§E9-- 524.15I SBg_g_F1I§“1.lT __ "_ soo1'(c2) 57 71-[c.2) A 91(0) 2 es'(2} -9 \ ¢ \ N \ \ \ ;rs7.ae'( ] I \ I \ . I I aezso (c) _ \ I \ I I I I \ \ N88'I0'5I" C N68'56'46 2ow'rc,?r ,o°5S'57'E so '49 oe'\v(c)so 13' 4'w(z)9 50 ‘4e'os'w(c)50 15' 4"w(:2 -:1: ":""ra2. 3 -E %100.00'(C, 2) -I-re u— _ 'c)29a.oo'(2) '\Y(BJ50 'o3'14"ﬁ(__g Ir‘B8.00'(C,2) .‘-‘ ee'ro‘s1'w(c;r r~ree'se'4s'v.(2:- -__ 52.oo'(c,2}‘-0zeeo ( so 49119 A .’.‘§e?%E‘33I.3‘T<‘5EI 14s.se'(c.2) \ A T ,_ so '5 '32"w(c)so 'o5'42"w(z) ‘(Ear 2% 7'1 83 74 _ -sr'1s'*I‘-17-TC-2) I I I \ I I I I \ \ \ I \ I I \ I \ \ 2000 0- ‘ -v __ . \ I - ._,_. ,__ _2e4s.oo'ru ___ __ L -"' I‘ __ mo. 2' BRASS orsx 1'!/PUNCH m A MONUMENTREFERENCETA_BLE 2 _ . . _ MON. CASE WGS PIIINT: 5808 PROJECT BOUNDARY .5_IhIEQL_£ IJ.E5.QE.IET].O1!I. 5.‘I1MB_QL_i IlE5.QE.IEI].QN. 1/2' REBAR w/cee, Ls ,9 40015/reaee A mo. 1/2" REBAR, no cap. 0.15‘ w or-' LINE 1/2" REBAR w/cm, Ls gr user A mo. 5/e" REBAR W/CAP, Ls rr res:-5 PROPERTY LINE CENTERLINE SECTION LINE EASEMENT LINE SECTION CORNQ NORTH 1/4 CORNER CASED ROAD MONUMENT PROPERTY CORNER SET (5/8" REBAR W/CAP. LS # 40101 PROPERTY coerraz FOUND (AS rroreo) MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. ooc. 5 FOUND MONUMENT ID f l>l>I>l>l> FND FND FND FND FND e 0.1' E dc 0.7’ S OF CORNER 1/2' REBAR W/‘TAR “cm” 10°15" A r-"no. 5/e" REBAR W/CAP, Ls ,1 reeee 1/2' REBAR, no CAP. 0.2‘ s or LINE °-3' 5 °F °°R"ER 5/8" REAR, NO CAP, 0.6’ W OF LINE -r-\\\ \\\\ \\\\\\vrlrllrIII:.I::-Z0IIrQ - IT I II'lId’lIiIIlJ'I\‘\'\\\\\‘\\\\\\\\ \ ,1’! H .'r Q: OT '%)"€\e I .',-1* E I _.__~ Ll- ' '1 Iqvlt Fm | \\\\“ I J '4'IIlIIIIlI)lIA\\\ \\\\\\ l_r‘T DATE: _ 05-06-2016 BY: Z JNM PROJECT No.: 13586.01_ |:>c:|wr_ “T I — 8420 154th Avenue NE Redmond, Washington 98052 425-869-2670 r:rL: No.: ssoe-ovc scam 1"=1oo' seen 3 of 7 33 (U) (C) (A CANYON TERRACE A POR71ON OF THE S.E. 1/4 OF THE SW. 1/4, OF SEC. 33, 123N, R5E, W.M. SE I -FND CONCRETE UGN W/LEAD & TACK IN USN. CASK PROJECT BOUNDARY PROPERTY LINE CENTERLINE SECOON LINE RIGHT OF WAY UNE PROPOSED LOT LINE EASEMENT LINE SECOON CCRNER NORTH 1/4 CORNER CASED ROAD MONUMENT MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. DOC. # RECEIVED [T 2T TT5j 1DO 0 100 SCALE IN FEET 2DD SET92NDST ETTE. C0N08L --I --___________ -— I \ (‘ I SINK W/PUNCH TN 5808 WAS PONE 5808 LEGEND USER Mic! O93 5—O‘9-A E20 |.3O SJWEDDA TEHJ69 4 PIOTDA —\P-PLJ5-B6O dun -| OI \O6 CAD\Sul'vtv\5C 4 l:\ 1586 ___! I U I I RECEIVED '°91-§f°l°’ VOL PAGECANYON TERRACEA PORTION OF mo 0 mo T 200 ms S.E. 1/4 OF ms s.w. 1/4, or sec. 33, T23N, R5E, W.M. == E--_E E -_ J" E I __l,_ \\\ \\ I ‘ I ‘ I ‘ I I I 1-E-I1 ‘ _-.‘I I I ‘II I I I I 1 I : I I 1 EEIEEJ I I mo. concoct: * non W/l.EAD a mm m uou. cast --- —E _-_EE \ sE1aaT|-|sT ” *“" l E = - I — - ' __l_ I \ --7 *' "P D "ji V --— _ _ T _ *---.. \ 5 NGPA Traol 54 . \ I \ \E ﬂ Please label lhrs N oneto idemIy I3‘I where it is as a NGPA Tract as\\ L_ _ ___ E , it iscould be I ' O-\‘5 1 ‘ misleading as <83‘ I shown \ M 2 E..-G‘ I! _- E I I I‘ 09‘ ﬁg’: as --_ _ I G;S\°_‘: ‘I Q ~ O \ -§Q,¢‘$°‘§\‘\ 58 ‘I I I I so I 0e*"““L9°N\9 ‘ |\;\ I _.,.,L_ _ T14 I I I \ 4‘ r__._.. 57 A-——’__T I H I J 8? ___; ,,-' ,,--I _,,-,.|Pill ooudg uadq G I ‘ \ I \ ‘ ‘ 70 1-___?‘ 43I ” 42 ‘I Traci not T-we I ‘ Vii labeled 20'ShlrIdAomu E 7 — I I 20TH AVE SE T E-' ‘ I IfE_ .J_ _ _ __ _ __ ‘ ‘ |z Z V ~ I mua non SlarmWag T|1|;1|_ FldltyI I za I 25 \ \ \ ‘I \ I\ 2 I 8 ____] N -1-— Pl-I1‘ mﬂsmo__ |i— I za _.EEJ E = : \ ”j P"_"_E§I,,_.;,...@¢¢~A Q ‘Q I I |'I F ,4 1‘-'-“in I2 Mull; I=I¢B"*l0 I 5|] H : : I : I 1 '0 I ‘ I : : ‘ I » I \' I _,..-l--1 \ I I I E--//”' \ a I ..----""""' \ _ L._______ __l E ______ aw-Q 5'; __ PF \* ---* P *---E E —-- ~ _ E--_ - E E__-_I E____ E ____ E C I ff ____ HA 35W/|..EAD& I mo. 2" anus / msx w/Puncu \ m not use 3 - 7 _—¢_ E SE192NDST Q IIN uou \was POINT. I LEGEND? Eﬁ E In __ /"\ M I" I no: on E . sz ‘ ‘ I wosnomnsaoa xi-1-_-E Q-ii-.i id--1-.----Nii ig-111--N. 3&1‘! 54 0 +1: Eu] {BI In PROJECT BOUNDARY PROPERTY UNE CENTERUNE SECTION UNE RIGHT OF WAY UNE PROPOSED LOT LINE EASEMENT LINE SECTION CORNER NORTH 1/4 CORNER CASED ROAD MONUMENT MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. DOC. ¢{_igult. one; 05-os-2015 obT ; BY: um -1:‘ 5 ‘QT’ of '4-Z9 O 2 T 5 + —' ; |=3o.IEcT No.: 1:ssas.o1 ~ D D W L nu: No.17 sane-ovo § L2‘ ' - E Oz *_ SCALE; 1"_1Qg' +¢,,,‘;;‘,¢¢!-E B420154:1]AvenueNE SHEET "0’,-,"_ mm Redmond. Wash-ngton 98052 4. of 7 "--~....-....-......-.....-...-.-.-....,...,,.,,....»" 425-BBQ-2670 In-4 mﬁq an USER Mic! O93 5—O‘9-A E20 |.3O SJWEDDA TEHJ69 4 PIOTDA —\P-PLJ5-B6O dun -| OI \O6 CAD\Sul'vtv\5C 4 l:\ 1586 ___! I U I I RECEIVED '°91-§f°l°’ VOL PAGECANYON TERRACEA PORTION OF mo 0 mo T 200 ms S.E. 1/4 OF ms s.w. 1/4, or sec. 33, T23N, R5E, W.M. == E--_E E -_ J" E I __l,_ \\\ \\ I ‘ I ‘ I ‘ I I I 1-E-I1 ‘ _-.‘I I I ‘II I I I I 1 I : I I 1 EEIEEJ I I mo. concoct: * non W/l.EAD a mm m uou. cast --- —E _-_EE \ sE1aaT|-|sT ” *“" l E = - I — - ' __l_ I \ --7 *' "P D "ji V --— _ _ T _ *---.. \ 5 NGPA Traol 54 . \ I \ \E ﬂ Please label lhrs N oneto idemIy I3‘I where it is as a NGPA Tract as\\ L_ _ ___ E , it iscould be I ' O-\‘5 1 ‘ misleading as <83‘ I shown \ M 2 E..-G‘ I! _- E I I I‘ 09‘ ﬁg’: as --_ _ I G;S\°_‘: ‘I Q ~ O \ -§Q,¢‘$°‘§\‘\ 58 ‘I I I I so I 0e*"““L9°N\9 ‘ |\;\ I _.,.,L_ _ T14 I I I \ 4‘ r__._.. 57 A-——’__T I H I J 8? ___; ,,-' ,,--I _,,-,.|Pill ooudg uadq G I ‘ \ I \ ‘ ‘ 70 1-___?‘ 43I ” 42 ‘I Traci not T-we I ‘ Vii labeled 20'ShlrIdAomu E 7 — I I 20TH AVE SE T E-' ‘ I IfE_ .J_ _ _ __ _ __ ‘ ‘ |z Z V ~ I mua non SlarmWag T|1|;1|_ FldltyI I za I 25 \ \ \ ‘I \ I\ 2 I 8 ____] N -1-— Pl-I1‘ mﬂsmo__ |i— I za _.EEJ E = : \ ”j P"_"_E§I,,_.;,...@¢¢~A Q ‘Q I I |'I F ,4 1‘-'-“in I2 Mull; I=I¢B"*l0 I 5|] H : : I : I 1 '0 I ‘ I : : ‘ I » I \' I _,..-l--1 \ I I I E--//”' \ a I ..----""""' \ _ L._______ __l E ______ aw-Q 5'; __ PF \* ---* P *---E E —-- ~ _ E--_ - E E__-_I E____ E ____ E C I ff ____ HA 35W/|..EAD& I mo. 2" anus / msx w/Puncu \ m not use 3 - 7 _—¢_ E SE192NDST Q IIN uou \was POINT. I LEGEND? Eﬁ E In __ /"\ M I" I no: on E . sz ‘ ‘ I wosnomnsaoa xi-1-_-E Q-ii-.i id--1-.----Nii ig-111--N. 3&1‘! 54 0 +1: Eu] {BI In PROJECT BOUNDARY PROPERTY UNE CENTERUNE SECTION UNE RIGHT OF WAY UNE PROPOSED LOT LINE EASEMENT LINE SECTION CORNER NORTH 1/4 CORNER CASED ROAD MONUMENT MEASURED DIMENSION COMPUTED DIMENSION DIMENSION FROM REF. DOC. ¢{_igult. one; 05-os-2015 obT ; BY: um -1:‘ 5 ‘QT’ of '4-Z9 O 2 T 5 + —' ; |=3o.IEcT No.: 1:ssas.o1 ~ D D W L nu: No.17 sane-ovo § L2‘ ' - E Oz *_ SCALE; 1"_1Qg' +¢,,,‘;;‘,¢¢!-E B420154:1]AvenueNE SHEET "0’,-,"_ mm Redmond. Wash-ngton 98052 4. of 7 "--~....-....-......-.....-...-.-.-....,...,,.,,....»" 425-BBQ-2670 In-4 mﬁq an RECEIVED 26] VOL/PAGE CANYON TERRACE A POR71ON OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, R5E, W.M. ,‘.- 601_ --\ FED. 8RASS / DISK W/PUNCH IN — .. 8 \ 805 POINL 5858 /L8 \p / 40 0 40 80 5// 7 9/ / -. SCALE IN FEET / S. I 2 S0t49Qgw LQT2 / / 10000 KC. SHORTPLAT 2 /r/ #278113 4331 SF Jo // ‘‘‘ 3984SF /S/1, 2 S0tg”W • L 00 / / Please remove buIldIng setback l:nes 5 No legend to indIcate what :s set at the ç 3913 SR / corners / ?q .Y” . 6 *> 9 Tract A - Please label as Alley / Private I459. I - Road. / . 0ç . 5 I N 5329 SF H 04\\ 334ZSF .\)i \ 17.06 c\ \ \ \ — . Road C F> a. 7 t 0t1 9 o\ 4 I I SF 5909SF J 3985 4000SF 4000 SF1 1 sLr bpenSpace 4 4 H— s. Tract J I -lOt 52 56 240 08 — 2 — tRTrnF\ NO1525;E..‘> I 4453 1003 30.01 _ --ri r j1 I[I I 79 I 1 18 Li 17 1i 76 I 15 L I+JLJLJL2LJ RIO. CONCREIS EASEMENT LEGEND CASCWUS PONT: DATE: 05—06—2016 BY: JNN PROJECT No.: 13586.0 FILE No.: S306—07E SCALE: t’=40 SHEET 5 of 7 Curve Table corn, # Ce,sgth Rod4 Deto ci 29.39 278.50 5=602’54 C2 74.20 27856 8.151635” C3 58.50 278.54 8.120210” 04 8.11 27654 4.14006” 05 32,14 071,53 0624020” 06 5.79 271.50 0620451” C7 4C.04 271.50 0682656” 06 41.95 271,50 8=85312” CS 61.01 22654 06151600” Clv 27.55 22650 4=65941” cii 37.51 32350 0663836” 012 14,48 32300 5=23353” C13 40.27 25.00 06921700” 014 81.69 178.56 06261312” 015 13,20 78.56 0641524” 016 2361 15.00 5=901009” C17 7:08 73,55 5552442” cie 9.59 223.50 8=22733” 019 4166 223.50 5=104047” 020 70.58 Z23 50 061837156 021 22.35 223.50 5=5’43’43• 022 16.10 11.50 068034556 C23 68.80 32354 061149556 c24 35.08 2754 5=3034556 C2S 43.70 27.50 5=910330 026 36.46 8008 06231235” 027 54,32 90,00 06343502” 028 71.29 7056 5=502120” C36 15.89 128.55 5=55541” C37 20.00 392.00 9=25619” 043 72,14 37008 5=111015” P=1’=4OO =Ii_ Go 615067 EASEMENT 615000 EASEMENT ununy EASEMENT Key Map does not -rI I I I DDWL 8420 154th Avenue NE Redrnced, Washisotun 96052 425-869-2670 DTIC8 USER 4093 25SM-‘EDDATE206-09.‘9 4 PLOI DATE206 ,06CAD‘-.SurvoSC 4 VPPL3506-0 d nm0\ 1.Curve Table ==!'s=_ Curve I Length R CANYON TERRACE E ’ I I FIECEIVED [09 3892,1261 VOL PAGE A PORTION OF THE S.E. 1/4 OF THE S.W. 1/4, OF SEC. 33, T23N, RSE. 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' / / T $55 \O"'~‘: / / "1 Q 5.9 1” b / ‘° \ \ 15'£f___, HUI 1” ﬂu; '—--___ ; L---_. __ “ Q) g --1 I <0 5L_ |__...---.,< K 6-55' TI'8CI J-0* 1:955 05 _ 5559 srf __. 15P~’ We _C. 20'PrIvaI;B 0%, ’ _'_._f" _--I"".1 r .1 1.0: 4955' ___..-7/ / /54/"Hu- I -.‘....! ;F 1 =_[.|:-,:_ -:; ‘.13 1}. 1 4 n _-.. _ |- 1r Imp ___ :I_I I--':'_ (D 111"‘d 0" ) %\ Z 2'?5'05“ 5_'|I '1 F ?=I- . so1'40'09"w - 55.00‘ _ ‘"7 “"\ F I I ' -97.01 _ _ I:;, L 4_ :- ,- 0 _ 5| E 7 Z 7 P‘ - - '1 131.55‘ 5'21--'1 "'-LN -\ "'4. #4-1-'_.=..¢=:,,. SCALE IN FEET ‘-,_f#278113 .1 _ Please remove bu1Id1ng setbackInes COTTIGFS _-,.f Traci A - Please label as A ley I Prwate Road 4 / / '— I0'5 "w .-_ q— _.-0-"fN88‘ \ _' . $°‘.'5'.'3Z'*'-L _ I 1111.55 I ._E 5-1°‘ Open Space /**—;“'_--- ‘ % Tract K 6692 SF / ND1'52'5I'E ' ' 2-5‘ 185.72'M _c_ 15.-14' "0 \ ___ _ 17.05‘ -1. U] ~ Road C 25.01‘ 5-5'02'501. '" 1 5 5 _-___ %_t *__ I '1 Z "" "- 5 --— I mo. 2' 55555?/I DISK W/PUNCH IN ‘ HON. 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J 1»-1141' _ *q,0+¢,_.";,.,¢’¢§ 0420154111AvenueNE 094. mm Redmond, Washington 98052 ___..._.........2...“ 425-869-2670 SCALE: 1"-40' SHEET 7of7 I 2nd Submittal 12.21.16/C - Email from Lillian Watson stating road remain unnamed.pdfabout:blank Subject:RE: Canyon Terrace Road Name Quesons Date:Thu, 15 Dec 2016 00:15:23 +0000 From:Lillian Watson <LWatson@Rentonwa.gov> To:'George Steirer' <george@plantopermit.com> George, I chose to use those words in case you had a very compelling reason for it to be named. Since you don’t, that poron of right of way between Lots 21 and 22 will remain unnamed. Not naming it will not slow down the approval for the ﬁnal plat. I did noce that you do not have the private road labeled on Tract A. That road name does need to be on the ﬁnal plat. I am glad to help. If you have any other quesons about the addresses, please do not hesitate to contact me directly. But just so you know, I will be out of the oﬃce unl Monday. Lillian Watson Phone: 425-430-7368 Emal: lwatson@rentonwa.gov From: George Steirer [mailto:george@plantopermit.com] Sent: Wednesday, December 14, 2016 3:26 PM To: Lillian Watson <LWatson@Rentonwa.gov> Cc: Amanda Askren <AAskren@rentonwa.gov>; Jan Illian <Jillian@Rentonwa.gov> Subject: Re: Canyon Terrace Road Name Quesons Hi Lillian: Thank you for your email. That all makes sense. The city previously requested that we name all streets on the face of the Canyon Terrace plat. If it won't slow down approval of the final plat, we're happy to leave the road name blank, between lots 21 and 22. Could you please confirm that this right of way is to remain unnamed on the face of the plat? (Your email just said you were 'disinclined to name the right of way'). Thank you for your time and help. George Steirer Plan to Permit, LLC 206-909-2893 George@PlanToPermit.com www.PlanToPermit.com On 12/14/2016 2:56 PM, Lillian Watson wrote: George, Thank you for the aDachments. Since the lots will take their access from 123rd Ave SE, I am disinclined to name the right of way between the two lots. I would rather wait for the parcels to the west of the plat to be developed before naming it. Lillian Watson Phone: 425-430-7368 Emal: lwatson@rentonwa.gov From: George Steirer [mailto:george@plantopermit.com] Sent: Wednesday, December 14, 2016 2:24 PM To: Lillian Watson <LWatson@Rentonwa.gov> Subject: Re: Canyon Terrace Road Name Quesons Hi Lillian: The homes for lots 21 and 22 are anticipated to be accessed from 123rd Ave SE. Attached are conceptual footprints with driveways. I hope this is of help. Is the adjacent road (between lots 22 and 23) therefore SE 90th St, or another name? Thank you for your help Lillian. 1 of 3 George Steirer Plan to Permit, LLC 206-909-2893 George@PlanToPermit.com www.PlanToPermit.com On 12/14/2016 1:26 PM, Lillian Watson wrote: Good AEernoon George, Just a quick queson before I answer your queson, do you know how the houses on Lots 21 and 22 will be orientated? Lillian Watson Phone: 425-430-7368 Emal: lwatson@rentonwa.gov From: Amanda Askren Sent: Wednesday, December 14, 2016 1:09 PM To: Lillian Watson <LWatson@Rentonwa.gov> Subject: FW: Canyon Terrace Road Name Quesons Amanda Askren, PLS Property & Technical Services Manager Phone: 425-430-7369 | Fax: 425-430-7300 E-mail: aaskren@rentonwa.gov From: George Steirer [mailto:george@plantopermit.com] Sent: Wednesday, December 14, 2016 10:37 AM To: Amanda Askren <AAskren@rentonwa.gov> Cc: Jan Illian <Jillian@Rentonwa.gov> Subject: Canyon Terrace Road Name Quesons Good morning Amanda: I'm working with Summit Homes and Dowl on final plat approval on Canyon Terrace. One quick question came up: What is the road name between lots 21 and 22? Would SE 190th Street be acceptable to the city, or would the city prefer another name? Attached is the current draft plat page, for quick reference. Thank you for your help Amanda. 2 of 3 George Steirer Plan to Permit, LLC 206-909-2893 George@PlanToPermit.com www.PlanToPermit.com 3 of 3 2nd Submittal 12.21.16/Canyon Terrace Final Plat Comments-Response1.pdfMicrosoft Word - Canyon Terrace Final Plat Comments-Response1.docx 1 of 6 Plan to Permit, LLC 7233 Douglas Ave SE Snoqualmie, WA 98065 Jan Illian City of Renton 1055 S. Grady Way Renton, WA 98057 RE: Canyon Terrace Final Plat Comments December 21, 2016 Dear Jan: Thank you for the email with comments dated November 10, 2016, in response, regarding the Canyon Terrace final plat (LUA16-000758). In hopes that it may help with the city’s review, I have included an itemized list of comments from the email (in bold), followed by responses (in italics): A. Technical Services Comment CC&R’s: There are still numerous blanks within the document to be filled in prior to recording. Overall no comment on the language. Plan reviewed in electronic Format. Please see redlines for comments Response: Thank you for providing comments directly on the plat map, in an electronic format. The blanks have been filled in on the revised plat map. Each redline comment has been addressed on the revised plat map. Attached to this resubmittal is a copy of the redlines received, with responses (in blue) to each comment. Also attached is an email confirming that Lillian Watson has requested the road between lots 21 and 22 not be named. B. Fire Review – Building Comments 1. Provide Street name signage as required throughout the plat. Response: The street names signage is scheduled to be installed on December 28, 2016. 2. Provide 4 inch square blue fire hydrant reflectors in the middle of the road adjacent to all fire hydrants throughout the plat. Response: The four inch blue fire hydrant reflectors are scheduled to be installed on December 28, 2016. 3. Provide “No Parking Any Time” signage throughout the plat as required. Response: Metal signs that state “No Parking Any Time” are scheduled to be installed on December 28, 2016. 2 of 6 C. PLAN – Addressing Review – Planning Comments Add road names to face of plat Response: Road names have been added to the face of the revised plat map. Attached is an email confirming that Lillian Watson has requested the road between lots 21 and 22 not be named. D. Planning Review Comments 1. All landscaping (including street trees) needs to be installed and inspected. Wetland mitigation must also be installed and inspected prior to recording. Please provide a timeline of when you expect to have this accomplished. You also mentioned that you had an arborist review the trees along 188th St where the sidewalk was installed. Please provide a copy of that analysis for the project ﬁle. Response: All street trees and trees within open space tracts have been installed. All wetland mitigation has been installed. No trees will be planted within the lots until the building permits are constructed. The street trees and plantings have been inspected and approved by Mona Davis. Attached are two copies of the As-Built Report by The Watershed Company dated December 7, 2016. 2. It appears by the plat conditions of approval that a 15 foot BSBL (building setback line) is required from the NGPA tracts. This is not reﬂected on lots 59 70 that abut a NGPA tract. Response: After further clarification between Mona Davis and myself, no BSBL’s will be on the face of the plat. This is to ensure consistency with the plat map redlines by Amanda Askren, which requested that BSBL’s not be on the face of the plat. 3. [For tracking purposes, the single paragraph comment is separated into parts a. through e. below] a. Please clearly depict all tract designations on Sheet 4. Tracts A, C, D, E, H, M & N are missing. Response: The tracts A, C, D, E, H, M and N have been added to sheet 4 (now sheet 5). Thank you for the specificity Mona. b. In addition, roadways should be named and the boundary of the plat should be clear. Response: The roadway names have been added. Attached is an email confirming that Lillian Watson has requested the road between lots 21 and 22 not be named. The plat is shown in a darker line, solid line. Adjacent lot lines (outside of the plat) have a semi-dashed line pattern. c. Please label 124th Ave SE. Response: 124th Ave SE label has been added to the associated right of way on sheets 5, 7, and 8. d. The NGPA tract behind lots 59 [through] 70 should be clearly delineated as not part of the plat and owned by King County and part of a critical area buffer and possibly Soos Creek Trail. Response: On sheets 5, 7, and 8, the NGPA east of lots 59 through 70 has been labeled as “KING COUNTY PARKS (NOT PART OF THIS PLAT)”. e. Tracts M & N should be identiﬁed (pedestrian?) and the shared access tracts D, E, F, G & H should reference the lots they serve for clarity. Response: Tracts M (between lots 40 and 41 on sheet 7) and N (between lots 49 and 50 on sheet 8) have been identified as pedestrian easements, as they contain stairs to connect the two roads. Sheet 2 now 3 of 6 spells out the requirements for the plat. There is specific language on the civil plans that have been added per the City’s previous request. 4. Please demonstrate how condition #7 (from the modiﬁcation approval) was met for Soos Creek Regional Trail connectivity. It is not clear to me where the trail is located at or near the site and doesn't appear to be depicted on the ﬁnal plat. Please verify that mitigation was provided as a result of the proposed connections to the Soos Creek Regional Trail. Response: The connection was anticipated to occur between lots 65 and 66, where a tract is shown on the final plat. At time of preliminary plat approval, the County anticipated improving the Soos Creek Regional Trail adjacent to the plat. However, a change in County priorities has resulted in the trail not being improved for the foreseeable future adjacent to the plat. The tracts are present if the trail is ever connected by King County. Deferral of improvements to the on-site tract was approved with the approved construction drawings. Please see sheet C-020, approved by the City of Renton on 5/13/2016 (attached). 5. Please provide a King County density worksheet. Your compliance document indicates that lot density and dimension requirements are listed on the cover sheet of the ﬁnal plat, but I'm not ﬁnding any data around lot density. Response: Attached to the resubmittal is the King County density worksheet. 6. Please provide a letter from the City of Kent that discussed the emergency vehicle access along SE 192nd St. This may have been provided during the construction permit review, but it would be helpful if you could provide a copy to verify this condition (Condition #3 of the modiﬁcation approval) was met. Response: Attached are copies (reduced in size) of the approved plan set by the City of Kent regarding vehicle access along SE 192nd Street. 7. Please provide additional information/clarification around the modification that refers to a stormwater vault and pond, specifically on when the plat was modified to remove the vault and recreation space. This will be helpful in preparing our staff report response to the hearing examiner. Was the vault undersized to accommodate all three developments? What triggered the change from vault to stormwater pond? Clarification is all that I need as I realize this was probably discussed more thoroughly during the construction permit review. Response: The stormwater pond modification was approved prior to plat improvement construction, by the City of Renton. This was due to increased efficiency, reduced maintenance, and improved functions in the current location. 8. [For tracking purposes, the single paragraph is separated into a. through d. below] a. Please provide information around the tree retention. It appears that all the trees were allowed to be removed and retention was not required. It would be helpful to have a better understanding of this prior to preparing the staff report for the hearing examiner, particularly since I was not involved in the construction permitting process and tree retention was a condition of the initial plat approvals with King County; there's no mention of tree retention in the modification approval. Response: The extensive site grading and installation of utilities required the trees to be removed. The removal was approved by the City with the approval of the grading and utility plans. Significant replanting of 4 of 6 the trees has occurred in the open space tracts. The replacement tree calculations are shown on the “Overall Landscape Plan” sheet L-100, on the bottom left side. b. In referencing the approved landscape plan, the open space is heavily landscaped. Was this landscaping required as mitigation for the tree replacement? Response: Yes, tree replacement mitigation was required, and approved to be within Tract I. While a minimum of 1-inch and 3-inch caliper trees were required to be planted, the replacement trees are at least 1inch larger than required. c. There should be reference to the maintenance and retention of this landscape somewhere in the final plat notes since the open space tracts will be owned by the HOA. Response: The surveyor has added maintenance and retention language to the face of the plat. Please see note 11 on Sheet 2. d. In addition, are there trees planted on specific lots (i.e., lots 66 70) to mitigate for the tree loss? If so, there should be notes and references to those lots specifically to clearly indicate those are retained trees and cannot be removed by future property owners without replacement. Response: All trees shown on sheet L-100 of the overall landscape plan are necessary to meet the tree replacement requirements. The type of trees to be 1-inch, and 3-inches, are shown on the top left of sheet L-100. The number of each tree is shown. The specific location of each try (and type) is shown on the overall map on sheet L-100. 9. Sheet 1 should include the open space and NGPA tracts conveyed to the HOA. Remove the recreation reference (2nd line of 4th paragraph under Dedication) as the recreation space has been removed from the plat conditions and there is none. You may also want to remove the reference to 2016 on the recording certiﬁcate in the event that this ﬁnal plat records in early 2017. In addition, there is a typo in the Finance Division certiﬁcate (ﬁrst line). Response: The requested changes have been made to sheet 1. 10. Sheet 2 has easement provisions missing and the existing easements referenced per the title report are either missing items or need to have the numbering removed. The layout is confusing. The ﬂow control BMP table needs to have the lot area and impervious calculations revised for lots 1 and 68 to match the calculations on the lots. Response: a. The easements have been added to sheet 2. We are hopeful the new layout meets the city’s requirements. b. The lot areas have been added to sheet 3. c. The impervious calculations have been revised for lots 1 and 68 to match the calculations on the lots. 11. Thank you for providing additional clariﬁcation around some of the conditions and modiﬁcations that occurred between preliminary plat approval with King County and the utility/construction plan approval with modiﬁcations prior to ﬁnal plat. The previous project manager resigned and I was assigned to complete the ﬁnal plat. Some of the clariﬁcation I asked for may be redundant, but is helpful for me to expedite your approval since we are under a tight time frame to record the ﬁnal plat prior to expiration on January 12, 2017. Please feel free to contact me with any questions around my correction requests. Thank you, Mona Davis (425) 430 7246 or mdavis@rentonwa.gov Response: 5 of 6 The City staff report for the Minor Modification references a vault. However, the preliminary plans submitted called out a “Detention Pond”, “Facility Open Space Tract”, and a “Detention Treatment Facility”. The plans were approved by the city for construction, and deemed consistent with the preliminary plat at that time. The detention tract is the same size shown on the administratively approved plans. E. Engineering Review Comments 1. Maximum impervious surface coverage per zoning is 65% as stated in the project TIR. The proposed individual lot BMP is the use of perforated pipe connection with reduced impervious surface (10%). Therefore the maximum impervious surface area is 55%. Please verify and adjust accordingly. Response: Thank you for the heads up Ann. The BMP’s have been adjusted to 55% on most lots. Lots 59 through 70 remain 65% per the project TIR, as discussed. 2. A storm drainage easement is required along the underdrain system installed along the westem border of the project site. Response: The storm drainage easement has been added along the underdrain system installed along the western border of the project site. The easement is labeled as I and J. 3. A storm drainage easement is required for the roof drain system. The as builts do not show the roof drain system within the 10 ft utility easement along the property frontages. Either update the as builts to reﬂect the rood drain system location, or an additional easement will be required for the roof drain system. Response: The additional easement for the roof drain system has been added. 4. A storm drainage easement is required for the rip rap outfalls along the southeast portion of the project site which discharge into Soos Creek. Response: The storm drainage easement would fall outside of the plat boundary, and thus cannot be dedicated by the face of the plat. Copies of the recorded easement for the outfall is attached. 5. Lots 71 and 72 do not appear to have a utilities easement along the alley frontage. Please verify. At a minimum, an easement for the roof drain lines is required. Response: A 10’ utility easement has been added to the frontages of lots 71 and 72. Please see Sheet 7. 6. Add consistent Easement Legend to each sheet. Response: A consistent easement legend has been added to sheets 6 through 8. 7. Add Flow Dispersion Trench Easement to Easement Legend. Response: The flow dispersion trench easement has been added to the easement legend. 8. Shared Access Tract between Lots 23 & 24 is missing the Legend Call out tag. Response: The access tract between lots 23 and 24 now has a legend call out tag (Access Tract G) on sheet 7. 9. Provide easement language for public and private easements on page 2 for review. Response: 6 of 6 Public and private easement language has been added to sheet 2. Please do not hesitate to contact me if there is anything that I can do to help is the review. Thank you for your review and continued assistance. Sincerely George Steirer Plan to Permit, LLC Attachments: A - Canyon Terrace Final Plat Map, dated December 1, 2016 (2 18”x24” copies, and 2 11”x17” copies) B - Askren plat redlines, with applicant comments to each (2 copies) C - Email from Lillian Watson (City of Renton) to George Steirer (Plan to Permit, LLC) stating road between lots 21 and 22 will remain unnamed. D- As-Built Report by The Watershed Company dated December 7, 2016 (2 copies) E - King County Density Worksheet (2 copies) F - Sheet C-020, approved by the City of Renton on May 13, 2016 (2 copies) G - Approved plan set (reduced in size) by the City of Kent regarding vehicle access along SE 192nd Street (2 copies) H - Easement for outfall (Recording #20130927001468) I - USB thumb drive of all above files and this memorandum (1 copy) 2nd Submittal 12.21.16/D - As-built Report CT 2016-12.pdfCHAPTER ONE AS - BUILT R EPORT Canyon Terrace Subdivision Wetland and Buffer Mitigation Project, Wetland and Stream As-Built Report Prepared for: Bryan White Summit Homes 16000 Christensen Road, Ste. 303 Tukwila, WA 98188 Prepared by: December 7, 2016 The Watershed Company Reference Number: 140121 The Watershed Company Contact Person: Nell Lund, PWS Cite this document as: The Watershed Company. December 2016. Canyon Terrace Wetland and Buffer Mitigation Project, Wetland and Buffer Restoration As-built Report. The Watershed Company December 2016 i TABLE OF CONTENTS Page # 1 Background Information .................................................................... 1 1.1 Project Name .......................................................... ......................................... 1 1.2 Project Permits and Reference Numbers ...................................................... 1 1.3 As-Built Report Authors and Project Contacts ............................................. 1 1.4 Report Date ...................................................................................................... 2 2 The Compensatory Mitigation Project .............................................. 2 2.1 Final Mitigation Project Summary .................................................................. 2 2.2 Mitigation Acreage and Types ........................................................................ 3 2.3 As Built Summary and Important Dates ............................................... ......... 4 3 Problems Encountered/Solutions Implemented .............................. 6 4 Follow-up Actions ............................................................................... 6 5 Conclusion .......................................................................................... 7 LIST OF FIGURES Figure 1. Vicinity map. ............................................... ...................................................... 2 LIST OF TABLES Table 1. Total acreage and types of mitigation authorized to compensate for wetland impacts. ................................ ................................................................... 3 APPENDICES Appendix A – As-built plan set Appendix B – As-built photos/Permanent photo-stations Appendix C – Plant counts/Documentation The Watershed Company December 2016 AS-BUILT REPORT CANYON TERRACE WETLAND AND WETLAND BUFFER MITIGATION 1 BACKGROUND INFORMATION 1.1 Project Name The name of the project for which this As-Built report documents is Renton Canyon Terrace. 1.2 Project Permits and Reference Numbers • Corps Nationwide Permit 12, Ref. No. NWS-2014-847 • City of Renton Land Use Application, Ref. No. LUA-13-000840 • The Watershed Co. Ref. No. 140121 1.3 As-Built Report Authors and Project Contacts The as-built report authors from The Watershed Company are: Ecologist, Nell Lund, PWS and Ecologist Jasmine Palmer, WPIT. Nell Lund is the project manager and was the primary wetland professional on site during construction of the compensatory mitigation site. She corresponded with the applicant, Bryan White, Summit Homes, and the site construction supervisor over the course of mitigation project installation. Parcels 3323059-010 and -057 are owned by King County Parks. Parcels 6199000-101 and -260 are owned by Summit Frenchies LLC. Primary As-Built Report Author: Nell Lund, PWS The Watershed Company 750 6th St South Kirkland, WA 98033 (425) 822-5242 Wetland Professional On-Site: Nell Lund, PWS Applicant: Bryan White, Summit Homes Landowners: King County Parks, Summitt Frenchies LLC Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report 1.4 Report Date This As-Built Report was produced on December 7, 2016. 2 THE COMPENSATORY MITIGATION PROJECT 2.1 Final Mitigation Project Summary Project Location The mitigation project is located along the upper reach of Soos Creek within Renton, Washington, located at 18801 124th Ave SE and the adjacent parcels to the east and south in the City of Renton (parcels 332305-9010, -9057 and 619900-0101, -0260. The Canyon Terrace Subdivision Mitigation site can be accessed from either SE 188th St, east of the intersection of 120th Ave SE and SE 188th St or the intersection of SE 192nd St and 124th Ave SE. Figure 1. Vicinity map. Approved Plan (Revised Permit Set, October 24, 2014) This mitigation project is for a 70 lot subdivision spanning four parcels (619900-0101, 0240, -0241, and -0260); utility improvements will extend into adjacent parcels 332305Approximate Project Area The Watershed Company December 2016 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 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 Acreage and Types The proposed mitigation plan fulfills the requirements of City of Renton under RMC 48-120. 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 1. Total acreage and types of mitigation authorized to compensate for wetland impacts. Impact Area Mitigation Type/Action Area Ratio 12,960 SF Buffer replacement/addition 19,000 SF 1.47:1 36,750 SF* Buffer restoration, in-place 36,750 SF* 1:1 3,000 SF Wetland restoration, in-place 3,000 SF 1:1 * The buffer planting area was increased by approximately 3,400 SF beyond the planned 36,750 SF to account for additional buffer disturbance incurred during construction. To mitigate for permanent buffer impacts, buffer replacement and addition occurred at a 1.47:1 ratio. Permanent buffer impacts were 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 (3,250 SF total) were tabulated as buffer loss and accounted for in the buffer replacement figure. The proposed buffer addition area was previously vegetated by emergent plants and small shrubs; it is within the BPA corridor. To mitigate for temporary buffer impacts, in-place buffer restoration occurred at a 1:1 ratio. Where temporary grading impacts overlap with the future Soos Creek Trail footprint, restoration was limited to application of a grass seed mix. Since that area will ultimately impacted by trail construction, further planting in the trail footprint was not practical. The remainder of the temporary buffer impact area was planted with native trees, shrubs, and groundcover plants. Restoration in the BPA corridor was limited to Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report shrubs and groundcover plants due to vegetation height restrictions in the transmission line corridor. Temporary wetland impacts were mitigated through in-place restoration. Following pipe installation, the excavated area was back-filled with wetland soil. Following the vegetation height restrictions for the transmission line corridor, vegetation in the disturbed area was restored. Restoration within the future Soos Creek Trail footprint (a King County-Parks project) was limited to grass seed mix. The restoration provides a compensatory level of protection for the critical area and offsets the disturbance associated with modification off the wetland and standard wetland buffer. Changes During Construction As noted on Table 1 above, the buffer planting area was increased by approximately 3,400 SF beyond the planned 36,750 SF to account for additional buffer disturbance incurred during construction. The additional impacts were the result of a storm event and improper stockpiling of woodchips. To account for these unplanned temporary buffer impacts, those areas were restored and enhanced in-place with 41 trees, 95 shrubs, and 214 groundcover plants per recommendation of Ecologist Nell Lund. Minor changes in plant species quantities installed occurred due to plant availability and changes made to the JARPA plan set in response to Snoqualmie Tribe comments. Sweet gale (Myrica gale) and high bush cranberry (Viburnum trilobum) were added to the plant species within the wetland restoration area. 2.2 As Built Documentation and Important Dates September 2015 • Corps permit received and sewer line extension construction initiated. January 2016 • Compensatory mitigation construction initiated. February 5, 2016 • Additional temporary buffer impacts, approximately 3,400 SF total, noted due to unanticipated storm event, temporary erosion control measures, and former stockpiling of woodchips. • Some buffer plants installed, but some planting areas yet ready. Temporary erosion controls, including plastic sheeting, covers some buffer planting areas. • Wetland topsoil is stockpiled outside the critical area for future placement in the sewer line disturbance area. The Watershed Company December 2016 July 8, 2016 • Wetland soil placement in the sewer line area verified. Soils and grade in the sewer line disturbance area were examined and appear to be restored to a preconstruction condition. • Plants had been ordered plants from the City-permit plan set, which differed slightly in this area from the Corps-submitted plan set. The delivery contained 98 plants; it was 10 plants short of needed totals and lacked two of the species from the Corps plan set. To reconcile this difference, 10 more plants were obtained: 5 x wax myrtle and 5 x high bush cranberry. • Obtained plants were stockpiled in an irrigated area while grading and soil preparation was reviewed. • A temporary erosion control measures removed as permitted by city-review. • The north buffer addition and enhancement area appeared to have been tied into the surrounding grade. • Temporary irrigation had been installed in planting areas. • A car had recently drove off-road into the mitigation area, near the detention pond. Some of the plantings were damaged and the area was replanted (replanting noted on July 29, 2016). July 21 and 29, 2016 • The north buffer addition area had been planted and temporary irrigation was in-place. The area around the north gabion outfall was been planted. Planting was completed per plan. • Plants were installed in the area disturbed by an off-road car. November 7, 2016 • The buffer and sewerline mitigation areas are all planted. Previously stockpiled plants had been installed in the western edge of sewer line restoration area. All tree, shrub and groundcover planting appeared to be per plan. • Hydroseeded plants in the wetland creation area had not established due to water flow washing seeds away before rooting. According to the landscape contractor, the custom emergent seed mix was applied to the wetland restoration area with a tackifier twice, but it washed away both times. • Split rail fencing had been installed around the mitigation areas. • Transects and photo points were established and as-built baseline conditions were recorded by TWC ecologists (see section 2.3 below). December 1, 2016 • Critical Area signage added to split-rail fencing (photo documentation provided by client via email). Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report 2.3 Monitoring Stations Five 100-foot transects were established across the mitigation areas. Transect locations are documented on sheets W3 and W4 of the As-Built plan set (see Appendix A). Photos were taken at transect ends and baseline plant counts were noted along transects for monitoring plant survival in future years (see Appendices B and C). To further document site conditions, five photo points were set up within the mitigation site. Asbuilt photo point photos are documented in Appendix B and photo point locations are documented on sheets W3 and W4 of the As-Built plan set. 3 PROBLEMS ENCOUNTERED/SOLUTIONS IMPLEMENTED Problem Encountered Solution Implemented Unanticipated erosion, erosion control measures, and woodchip stockpiling caused additional temporary disturbance to the wetland buffer. Disturbed areas (approximately 3,400 SF of additional buffer area) were restored with additional plantings. Car crashed through mitigation area, damaging some installed plants. Plants were replaced as needed. Hydroseeded plants in the wetland creation area had not established due to water flow washing seeds away before rooting even though a tackifier was used. Reapply hydroseeded with a tackifier in latespring/early-summer, then water levels are low. 4 FOLLOW-UP ACTIONS AND RECOMMENDATIONS The final actions still necessary to occur for completing the As-Built requirements are to: • Establish hydroseeded emergent vegetation in the wetland restoration area through re-hydroseeding with a tackifier in a drier period. Late spring or early summer application timing recommended. Based on site conditions and in accordance with required maintenance in the mitigation plan, the following is also recommended: The Watershed Company December 2016 • Periodically check irrigation system for breaks and to ensure that enough water is provided to promote plant growth, • Consistent removal of invasive plant species, including those listed by the King County Noxious Weed Control Board, • Conduct regular weeding throughout all planted areas and remove competitive plant species from the base of mitigation plants, and • Refresh mulch when needed. 5 CONCLUSION Installation of the approved mitigation plan is substantially complete and was implemented with only minor deviations from the original plans. The custom emergent seed mix will need to be reapplied to the wetland restoration area in a dry period in spring/summer of 2017. Additional temporary buffer disturbance was restored in-place with native trees, shrub, and groundcover plants and total plant quantities were increased accordingly. With ongoing maintenance and annual monitoring as prescribed in the Mitigation Plan (see Appendix B), it is anticipated that the installed plant material will be sufficient to colonize the project. Such maintenance activities required successful establishment of mitigation plantings are anticipated to include plant replacement, weeding, watering, mulching, and other activities. The Watershed Company December 2016 APPENDIX A As-Built Plan Set The Watershed Company December 2016 APPENDIX B As-Built Photos Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report C ONSTRUCTION M ONITORING PHOTOS Photo 1. Looking west from east end of sewer line extension. (Photo Taken 2/5/16) Photo 2. Looking east from west end of sewer line extension. (Photo Taken 2/5/16) The Watershed Company December 2016 Photo 3. Facing south from NE corner of detention pond area. Shows an area of additional buffer disturbance that was later restored. (Photo taken 2/5/16) Photo 3. Wetland soil replaced, grade restored. (Photo taken 7/8/16) Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report Photo 4. Wetland restoration planting. (Photo taken 7/21/16) Photo 5. Mitigation planting area disturbed by car crash restored. (Photo taken 7/29/16) The Watershed Company December 2016 Photo 5. Buffer enhancement planting at the north end installed. (Photo taken 7/29/16) Photo 6. Critical area signs posted on split-rail fence. (Photo taken by client 12/1/16) Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report M ONITORING T RANSECT PHOTOS All transect photos below were taken on November 7, 2016. Transect 1A - buffer: facing northwest Transect 1B – buffer: facing southeast Transect 2A - buffer: facing northwest Transect 2B - buffer: facing southeast The Watershed Company December 2016 Transect 3A - buffer: facing southwest Transect 3B - buffer: facing northeast Transect 4A - buffer: facing south Transect 4B – buffer: facing north Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report Transect 5A – wetland: facing Transect 5B – wetland: facing southeast northwest The Watershed Company December 2016 M ONITORING P HOTOPOINT PHOTOS All transect photos below were taken on November 7, 2016. Photopoint 1 – buffer: panorama facing southwest Photopoint 2A – buffer: facing south Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report Photopoint 2B – buffer: facing north Photopoint 3 – buffer: panorama facing southeast The Watershed Company December 2016 Photopoint 4 – buffer: panorama facing southwest Photopoint 5A – buffer: facing north Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report Photopoint 5B – buffer: facing south Photopoint 6 – wetland: panorama facing southeast The Watershed Company December 2016 APPENDIX C Plant Counts/Documentation Plant Installation Plant counts that differ from the approved As-Built plan are shown as revisions to the plan in Appendix A. As-built plant quantities are recorded in Table 3 below. All plants were supplied by Storm Lake Growers, Inc. in Monroe, Washington. Plants were installed by landscape contractor Pacific Green Landscapes. Table D-1. As-built plant counts for the entire project area. Common Name Botanical Name Qty per plan As-built Qty Douglas-fir Psuedotsuga menziesii 17 37 Cascara rhamnus purshiana 19 28 Scouler's willow Salix scouleriana 17 27 Western hemlock Tsuga heterophylla 13 34 Vine maple Acer circinatum 19 8 Serviceberry Amelanchier alnifolia 77 68 Redtwig dogwood Cornus sericea 52 102 Beaked hazelnut Corylus cornuta 62 62 Oceanspray Holodiscus discolor 60 117 Pacific wax myrtle Myrica californica 51 51 Sweet gale Myrica gale 0 5 Osoberry Oemleria cerasiformis 45 51 Baldhip rose Rosa gymnocarpa 92 98 Swamp rose Rosa pisocarpa 28 30 Thimbleberry Rubus parviflorus 52 32 Salmonberry Rubus spectabilis 54 54 Red elderberry Sambucus racemosa 68 57 Spirea Spiraea douglasii 37 43 Snowberry Symphoricarpos albus 57 102 Evergreen huckleberry Vaccinium ovatum 89 93 Highbush cranberry Vaccinium trilobum 0 5 Swordfern Polystichum munitum 0 127 Kinnikinnick Arctostaphylos uvaursi 0 127 Salal Gaultheria shallon 0 20 Totals 909 1378 Renton Canyon Terrace Wetland and Wetland Buffer Mitigation As-built Report 2 Baseline Conditions Baseline plant counts were taken along each transect (see tables below). Belt-transects extend five feet from each side of the transect line, for a total width of ten feet. To be counted, a plant stem must be within the belt-transect; overhanging vegetation from adjacent areas does not count. Tree and shrub as-built plant counts will be compared to survival counts taken in late summer 2017. Table D-2. As-built plant counts using belt transect method in transects one through five (T1-T5). These counts represent all stems of plantings noted within five feet on each side of each of the transects. T1 Botanical name / common name As-built count Myrica cerifera / wax myrtle 7 Corylus cornuta / beaked hazelnut 2 Sambucus racemose / red elderberry 7 Holodiscus discolor / oceanspray 2 Amelanchier alnifolia / western serviceberry 5 T2 Botanical name / common name As-built count Oemleria cerasiformis / osoberry 6 Myrica cerifera / wax myrtle 9 Amelanchier alnifolia / western serviceberry 5 Sambucus racemose / red elderberry 2 Holodiscus discolor / oceanspray 2 Corylus cornuta / beaked hazelnut 3 T3 Botanical name / common name As-built count Salix sp. / willow 4 Holodiscus discolor / oceanspray 3 Corylus cornuta / beaked hazelnut 1 Cornus sericea / red osier dogwood 8 Gaultheria shallon / salal 9 Tsuga heterophylla / western hemlock 2 Symphoricarpos albus / snowberry 6 Rubus parviflorus / thimbleberry 2 Polystichum munitum / swordfern 9 Pseudotsuga menziesii / Douglas-fir 2 The Watershed Company December 2016 T4 Botanical name / common name As-built count Rubus spectabilis / salmonberry 6 Vaccinium ovatum / evergreen huckleberry 4 Acer circinatum / vine maple 3 Salix / willow 3 Pseudotsuga menziesii / Douglas-fir 5 Amelanchier alnifolia / western serviceberry 1 T5 Botanical name / common name As-built count Spiraea douglasii / hardhack 1 Rubus spectabilis / salmonberry 8 Myrica cerifera / wax myrtle 1 Polystichum munitum / swordfern 16 Gaultheria shallon / salal 12 Cornus sericea / red osier dogwood 8 Tsuga heterophylla / western hemlock 4 Pseudotsuga menziesii / Douglas-fir 2 Symphoricarpos albus / snowberry 5 2nd Submittal 12.21.16/E - King County Density Worksheet.pdf S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 111/26/2012 Page 1 of 6 Department of Permitting and Environmental Review 35030 SE Douglas Street, Suite 210 Snoqualmie, WA 98065-9266 206-296-6600 TTY Relay: 711 www.kingcounty.gov Preliminary Subdivision Worksheet Relating to Density and Dimensions Several development regulations play a role in the creation of a subdivision within King County. Determining the allowable density, minimum density, and a lot width on a piece of property can be confusing. This worksheet will assist you in correctly applying specific portions of the code and will be used to determine if a proposed subdivision or short subdivision meets the density and dimensions provisions of the King County Zoning Code (Title 21A). This worksheet is designed to assist applicants and does not replace compliance with adopted local, state and federal laws. Pre-application conferences are required prior to submittal of a subdivision or short subdivision. These conferences help to clarify issues and answer questions. They may save you both time and money by eliminating delays resulting from requests for additional information and revisions. You may call 206-296-6600 to find out how to arrange for a pre-application conference. Worksheet Prepared By: Wayne Potter, Barghausen Consulting Engineers, Inc. Date: 9-13-2016 (Print Name) Subdivision Name: Canyon Terrace Comprehensive Plan Land Use Designation: Urban Residential - 6-12 DU Per Acre Zoning: R-6 If more than one Comprehensive Plan Land Use designation or zone classification exists for the property, show the boundary between the land uses or zones and the area within each on the preliminary plat map. If a single lot is divided by a zone boundary, transferring density across zones on that lot may be permitted subject to the provisions of King County Code (KCC) 21A.12.200. PLEASE COMPLETE ONLY THE APPLICABLE PORTIONS OF THIS FORM I. Site Area (KCC 21A.06.1172) also see (KCC 21A.12.080): Site area (in square feet) is the TOTAL horizontal area of the project site. Subdivision Density and Dimension Calculations _____________________ __________ File Number (To be filled in by Permitting Staff) For alternate formats, call 206-296-6600. CITY OF RENTON FILE NO: LUA13-000840PLAT OF CANYON TERRACE DATE: 9-13-2016 S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 111/26/2012 Page 2 of 6 Calculation: 574,768.9 sf Gross horizontal area of the project site 574,768.9 sf Site area in square feet NOTE: To continue calculations, convert site area in square feet to acres by dividing by 43,560 13.19 acres Site area in acres NOTE: When calculating the site area for parcels in the RA Zone, if the site area should result in a fraction of an acre, the following shall apply: Fractions of .50 or above shall be rounded up to the next whole number and fractions below .50 shall be rounded down. Example: If the site area in acres is 19.5 acres (less the submerged land and less the area that is required to be dedicated on the perimeter of a project site for public right-of-way) the site area can be rounded up to 20 acres. No further rounding is allowed. (See KCC 21A.12.080) II. Base Density (KCC 21A.12.030 - .040 tables): The base density is determined by the zone designations(s) for the lot. 6 du/acre III. Allowable Dwelling Units and Rounding (KCC 21A.12.070): The base number of dwelling units is calculated by multiplying the site area by the base density in dwelling units per acre (from KCC 21A.12.030 - .040 tables). 13.19 site area in acres (see Section 1.) X 6 base density (see Section II) = 79 allowable dwelling units Except as noted below, when calculations result in a fraction, the fraction is rounded to the nearest whole number as follows: A. Fractions of .50 or above shall be rounded up; and B. Fractions below .50 shall be rounded down. NOTE: For parcels in the RA Zone, no rounding is allowed when calculating the allowable number of dwelling units. For example, if the calculation of the number of dwelling units equaled 2.75, the result would be 2 dwelling units. Rounding up to 3 is not allowed. (See KCC 21A.12.070(E).) IV. Required On-site Recreation Space (KCC 21A.14.180): This section must be completed only if the proposal is a residential development if more than four dwelling units in the UR and R zones, stand-alone townhouses in the NB zone on property designated Commercial Outside of Center if more than four units, or any mixed use development if more than four units. Recreation space must be computed by multiplying the recreation space requirement per unit type by the proposed number of such dwelling units (KCC 21A.14.180). Note: King County has the discretion to accept a fee in lieu of all or a portion of the required recreation space per KCC 21A.14.185. Apartments and town houses developed at a density greater than eight units per acre, and mixed use must provide recreational space as follows: 90 square feet X proposed number of studio and one bedroom units 170 square feet X proposed number of two bedroom units + 170 square feet X proposed number of three or more bedroom units + Recreation space requirement = S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 11/26/2012 Page 3 of 6 Required On-site Recreation Space Continued Residential subdivisions, townhouses and apartments developed at a density of eight units or less per acre must provide recreational space as follows: 390 square feet X proposed number of units = Mobile home parks shall provide recreational space as follows: 260 square feet X proposed number of units = V. Net Buildable Area (KCC 21A.06.797): This section is used for computing minimum density and must be completed only if the site is located in the R-4 through R-48 zones and designated Urban by the King County Comprehensive Plan. The net buildable area is the site area (see Section I) less the following areas: 0 areas within a project site which are required to be dedicated for public rights-of-way in excess of sixty (60') of width + 32,134 sf critical areas and their buffers, to the extent they are required by King County to remain undeveloped + 26,512 sf areas required for above ground stormwater control facilities including, but not limited to, retention/detention ponds, biofiltration swales and setbacks from such ponds and swales + 54,230 sf areas required by King County to be dedicated or reserved as on-site recreation areas. Deduct area within stormwater control facility if requesting recreation space credit as allowed by KCC 21A.14.180 (see Section IV) + 0 regional utility corridors, and + 0 other areas, excluding setbacks, required by King County to remain undeveloped = 112,876 sf Total reductions Calculation: 574,768.9 sf site area in square feet (see Section1) – 112,876 sf Total reductions = 461,892.9 sf Net buildable area in square feet NOTE: convert site area is square feet to acres by dividing by 43,560 = 10.60 acres Net buildable area in acres VI. Minimum Urban Residential Density (KCC 21A.12.060): The minimum density requirement applies only to the R-4 through R-48 zones. Minimum density is determined by multiplying the base density in dwelling units per acre (see Section II) by the net buildable area of the site in acres (see Section V) and then multiplying the resulting product by the minimum density percentage from the KCC 21A.12.030 table. The minimum density requirements may be phased or waived by King County in certain cases. (See KCC 21A.12.060.) Also, the minimum density requirement does not apply to properties zoned R-4 located within the rural town of Fall City. (See KCC 21A.12.030(B)12.) Calculation: 6 base density in du/ac (see Section II) X 10.60 acres Net buildable area in acres (see Section V) = 85% X minimum density % set forth in KCC 21A.12.030 or as adjusted in Section VII = 54 minimum dwelling units required 72 28,080 sf S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 11/26/2012 Page 4 of 6 VII. Minimum Density Adjustments for Moderate Slopes (KCC 21A.12.087): Residential developments in the R-4, R-6 and R-8 zones may modify the minimum density factor in KCC 21A.12.030 based on the weighted average slope of the net buildable area of the site (see Section V). To determine the weighted average slope, a topographic survey is required to calculate the net buildable area(s) within each of the following slope increments and then multiplying the number of square feet in each slope increment by the median slope value of each slope increment as follows: sq. ft 0-5% slope increment X 2.5% median slope value = + sq. ft 5-10% slope increment X 7.5% median slope value = + + sq. ft 10-15% slope increment X 12.5% median slope value = + + sq. ft 15-20% slope increment X 17.5% median slope value = + + sq. ft 20-25% slope increment X 22.5% median slope value = + + sq. ft 25-30% slope increment X 27.5% median slope value = + + sq. ft 30-35% slope increment X 32.5% median slope value = + + sq. ft 35-40% slope increment X 37.5% median slope value = + Total square feet Total square feet in net buildable area adjusted for slope Calculation: total square feet adjusted for slope divided by total square feet in net buildable area = weighted average slope of net buildable area = % (Note: multiply by 100 to convert to percent – round up to nearest whole percent) Use the table below to determine the minimum density factor. This density is substituted for the minimum density factor in KCC 21A.12.030 table when calculating the minimum density as shown in Section VI of this worksheet. Weighted Average Slope of Net Buildable Area(s) of Site: Minimum Density Factor 0% -- less than 5% 85% 5% -- less than 15% 83%, less 1.5% each 1% of average slope in excess of 5% 15% -- less than 40% 66%, less 2.0% for each 1% of average slope in excess of 15% EXAMPLE CALCULATION FOR MINIMUM DENSITY ADJUSTMENTS FOR MODERATE SLOPES: sq. ft 0-5% slope increment X 2.5% median slope value = + 10,000 sq. ft 5-10% slope increment X 7.5% median slope value = 750 + + 20,000 sq. ft 10-15% slope increment X 12.5% median slope value = 2,500 + + sq. ft 15-20% slope increment X 17.5% median slope value = + + sq. ft 20-25% slope increment X 22.5% median slope value = + + sq. ft 25-30% slope increment X 27.5% median slope value = + + sq. ft 30-35% slope increment X 32.5% median slope value = + + sq. ft. 35-40% slope increment X 37.5 % median slope value = + 30,000 Total square feet 3,250 Total square feet in net buildable area adjusted for slope 3,250 Total square feet adjusted for slope divided by 30,000 Total square feet in net buildable area = .108333 Weighted average slope of net buildable area = 11% (Note: multiply by 100 to convert to percent – round up to nearest whole percent) Using the table above, an 11% weighted average slope of net buildable area falls within the 5% -- less than 15% range which has a minimum density factor of 83%, less 1.5% for each 1% of average slope in excess of 5%. Since 11% is 6% above 5%, multiply 6 times 1.5 which would equal 9%. Subtract 9% from 83% for an adjusted minimum density factor of 74%. This replaces the minimum density factor in KCC 21A.12.030 table. - NOT APPLICABLE S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 11/26/2012 Page 5 of 6 VIII. Maximum Dwelling Units Allowed (KCC 21A.12.030 - .040): This section should be completed only if the proposal includes application of residential density incentives (KCC 21A.34) or transfer of density rights (KCC 21A.37). Maximum density is calculated by adding the bonus or transfer units authorized to the base units calculated in Section III of this worksheet. The maximum density permitted through residential density incentives is 150 percent of the base density (see Section II) of the underlying zoning of the development or 200 percent of the base density for proposals with 100 percent affordable units. The maximum density permitted through transfer of density rights is 150 percent of the base density (see Section II) of the underlying zoning of the development. base density in dwelling units per acre see (Section II) X 150% = maximum density maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density incentives (KCC 21A.34) base density in dwelling units per acre (see Section II) X 200% = maximum density maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density incentives with 100 percent affordable units (KCC 21A.34) base density in dwelling units per acre (see Section II) X 150% = maximum density maximum density in dwelling units per acre X site area in acres = maximum dwelling units allowed utilizing density transfers (KCC 21A.37) Calculation: base allowable dwelling units calculated in Section III + bonus units authorized by KCC 21A.34 + transfer units authorized by KCC 21A.37 total dwelling units (cannot exceed maximum calculated above) IX. Minimum Lot Area For Construction (KCC 21A.12.100): Except as provided for non-conformances in KCC 21A.32: A. In the UR and R zones, no construction shall be permitted on a lot that contains an area of less than 2,500 square feet or that does not comply with the applicable minimum lot width, except for townhouse developments, zero-lot-line subdivisions, or lots created prior to February 2, 1995, in a recorded subdivision or short subdivision which complied with applicable laws, and; B. In the A, F, or RA Zones: 1. Construction shall not be permitted on a lot containing less than 5,000 square feet; and 2. Construction shall be limited to one dwelling unit and residential accessory uses for lots containing greater than 5,000 square feet, but less than 12,500 square feet. (KCC 21A.12.100) - NOT APPLICABLE S27 Web date: 11/26/2012 SubdivDensityDimensionCalcFORM-doc.doc lc-cal-subden.pdf S27 11/26/2012 Page 6 of 6 X. Lot Width (KCC 21A.12.050(B)): Lot widths shall be measured by scaling a circle of the applicable diameter within the boundaries of the lot as shown below, provided than an access easement shall not be included within the circle. (See KCC 21A.12.050). Check out the Permitting Web site at www.kingcounty.gov/permits Lot Width Circle 30 Feet Lot Width Measurement 2nd Submittal 12.21.16/F - sheet C-020 approved by the City of Renton on 5-13-2016.pdf 2nd Submittal 12.21.16/G - Approved plan set by the City of Kent re vehicle access along SE 192nd st.pdf 2nd Submittal 12.21.16/H - Easement for outfall rec 20130927001468.pdf 2nd Submittal 12.21.16/I - USB thumb drive of all attachments and memo.pdfC:\Users\George\Documents\PlanToPermit\Projects\Canyon Terrace\Final Plat\Submittal 2\I - USB thumb drive of all attachments and memo.jpg