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HomeMy WebLinkAbout20170301900008CITY OF RENTON SHORT PLAT LUA14-000568-SHPL-A LND-20-0602 OWNER'S CERTIFICATION AND DECLARATION KNOW ALL PERSONS BY THESE PRESENTS THAT THE UNDERSIGNED CORPORATION,. WHICH IS THE, OWNER OF THE LAND HEREIN DESCRIBED, HEREBY (1) MAKES A SHORT SUBDIVISION THEREOF, (2) CERTIFIES AND DECLARES THAT THIS SHORT PLAT IS THE GRAPHIC REPRESENTATION OF SAME AND THAT THIS SHORT SUBDIVISION IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER, (3) GRANTS, DECLARES, AND CERTIFIES THE EASEMENTS HEREIN DESCRIBED AS BEING GRANTED OR DECLARED, (4) GRANTS AND CONVEYS TRACT A AS DESCRIBED HEREIN, AND (5) DELEGATES MAINTENANCE OBLIGATIONS AS DESCRIBED HEREIN. IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEAL(S). MERLINO LAND DEVELOPMENT CO., INC., A WASHINGTON CORPORATION BY: DONALD J. MERLIN CE-PRESIbbff Loo STATE OF WASHINGTON ) )SS COUNTY OF KING ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT DONALD J. MERUNO IS THE PERSON WHO APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED THAT HE SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE VICE-PRESIDENT OF MERUNO LAND DEVELOPMENT CO., INC., A WASHINGTON CORPORATION, TO BE THE FREE AND VOLUNTARY ACT OF SUCH CORPORATION FOR THE USES AN PURPOSES MENTIONED IN THE INSTRUMENT. DATED: 2017. PRINTED NAME: NOTARY PUBLIC IN AND YOR THE STATE OF WA IN TON RESIDING AT — MY APPOINTMENT EXPIRES _ 1 CITY OF RENTON APPROVALS EXAMINED AND APPROVED THIS � DAY OFj516kV_M 2017 BY. CITY OF RENT AD ITR OR, PU UC WORKS DEPARTMENT OF ASSESSMENTS ?"AILEXAMINED AND APPROVED THIS &-AL-Z1VAY OF almilmy2017 T26 ASSESSOR _ DEPDTY ASSESS ACCOUNT NUMBER 0ft712Qw0j9f#20jV6_-ftW No ra _0 =T4 o =49,0, m11 RECORDER'S CERTIFICATE ...................... :. Zm ••3 .................. -� worms FILED FOR RECORD THIS ......I .............. DAY OF ...................................................... 2017 wr z Q q e� LLmNO NI IN BOOK i.. OF .� ..... AT PAGE Z-2AT _ omw AT .!.... t...... ....... 1}-•D�z THE REQUEST OF .......... ..:r.... ............ +. ,d... ...................... ................ . ....... ............. ' ........ MANAGER OF b. A PORTION OF THE NW 1/4, OF THE NW 1/4, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON LEGAL _ DESCRIPTION OF THE PROPERTY HEREIN SHORT PLATTED THAT PORTION OF THE BELOW -DESCRIBED PARCEL "A" DESCRIBED AS FOLLOWS: BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 369+17f ON THE SR 405 UNE SURVEY OF SR 405, SR 515 VIC. TO S. 6TH ST. VIC. AND 512.01 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE EASTERLY BOUNDARY OF SAID PARCEL "A', THENCE WESTERLY TO A POINT OPPOSITE HES 368+50.32 ON SAID UNE SURVEY AND 221.15 FEET EASTERLY THEREFROM; THENCE NORTHERLY TO A POINT OPPOSITE HES 369+13.54 ON SAID UNE SURVEY AND 220.06 FEET EASTERLY THEREFROM; THENCE NORTHERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2103.46 FEET AND AN ARC DISTANCE OF 563.97 FEET TO A POINT OPPOSITE HES 374+37.72 ON SAID LINE SURVEY AND 202.34 FEET EASTERLY THEREFROM AND THE NORTHERLY LINE OF SAID SECTION 20; THENCE EASTERLY ALONG SAID NORTHERLY UNE TO A POINT OPPOSITE HES 374+54.58 AND 445.03 FEET EASTERLY THEREFROM, SAID POINT BEING ON THE WESTERLY LINE OF CEDAR AVENUE SOUTH; THENCE SOUTHERLY ALONG SAID WESTERLY LINE TO THE POINT OF BEGINNING. PARCEL "A" THAT PORTION OF THE HENRY H. TOBIN DONATION LAND CLAIM NO. 37, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. LYING SOUTHERLY AND WESTERLY OF THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE 32, IN KING COUNTY, WASHINGTON; AND THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER (GOVERNMENT LOT 1) OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF PUGET SOUND POWER AND LIGHT COMPANY'S TRANSMISSION RIGHT-OF-WAY AND EAST OF PRIMARY STATE HIGHWAY NO. 1, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SAID SECTION 20, WITH THE WEST LINE OF SAID PLAT, WHICH POINT IS NORTH 89259'27" WEST 1,386.85 FEET FROM THE NORTH QUARTER CORNER OF SAID SECTION; THENCE SOUTH 01'29'35' WEST ALONG THE,WEST UNE OF SAID PLAT AND SAID LINE PRODUCED SOUTHERLY 973.04 FEET TO THE NORTHERLY LINE OF PUGET SOUND POWER AND LIGHT COMPANY'S TRANSMISSION RIGHT-OF-WAY; THENCE NORTH 67203'41° WEST 471.66 FEET TO THE EASTERLY LINE OF PRIMARY STATE HIGHWAY NO. 1; THENCE NORTHERLY ALONG SAID HIGHWAY TO THE NORTH LINE OF SAID SECTION; THENCE SOUTH 89159'27° EAST ALONG SAID NORTH UNE 316.54 FEET TO THE POINT OF BEGINNING. THE SPECIFIC DETAILS CONCERNING ALL OF THE ABOVE LEGAL DESCRIPTIONS ARE TO BE FOUND ON SHEETS 6 AND 7 OF THAT CERTAIN PLAN ENTITLED SR 405, SR 515 VIC. TO S. 6TH ST. VIC., NOW OF RECORD AND ON FILE IN THE OFFICE OF THE WASHINGTON SECRETARY OF TRANSPORTATION AT OLYMPIA, WASHINGTON AND BEARING A DATE OF APPROVAL OF MAY 24, 2007. (ALSO KNOWN AS -PARCEL X' OF THAT CERTAIN DECLARATION OF LOT COMBINATION APPROVED BY THE CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT UNDER PROJECT FILE NO. LUA-14-000568 AND RECORDED UNDER KING COUNTY RECORDING NO. 20141114001240.) SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TITLE EXCEPTIONS CONTAINED IN UNDERLYING RECORDED DOCUMENTS 1. THIS SITE IS SUBJECT TO RELINQUISHMENT OF ALL EXISTING, FUTURE, OR POTENTIAL EASEMENTS FOR ACCESS, LIGHT, VIEW, AND AIR, AND ALL RIGHTS OF INGRESS, EGRESS, AND REGRESS TO, FROM, AND BETWEEN SAID LAND AND THE HIGHWAY OR HIGHWAYS TO BE CONSTRUCTED ON LANDS CONVEYED BY DEED RECORDED UNDER RECORDING NUMBER 4924770. 2. THE PORTION OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED 'INGRESS, EGRESS AND UTILITIES EASEMENT REC. NO. 7910230907" IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, EGRESS, AND UTILITIES AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7910230907. 3. THE PORTIONS OF TRACT A HEREOF THAT ARE DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED (1) "20' PERPETUAL INGRESS AND EGRESS EASEMENT RESERVED BY WSDOT PER DEED REC. NO. 20110802000538" AND (2) TO -FOOT EASEMENT RESERVED BY WSDOT FOR PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS EASEMENT PER DEED RECORDING NUMBER 20110802000538" ARE SUBJECT TO CERTAIN OF THE RESERVATIONS, EASEMENTS, COVENANTS, CONDITIONS, AND OTHER MATTERS AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20110802000538. 4. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A DECLARATION OF LOT COMBINATION AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20141114001240. 5. THE PORTION OF TRACT A HEREOF THAT IS DEPICTED ON SHEET 3 OF 4 HEREOF AND LABELED "APPROXIMATE LOCATION OF 12' RELOCATED TERMINABLE INGRESS AND EGRESS EASEMENT RECORDED UNDER RECORDING NO. 20150630000721" IS SUBJECT TO THE TERMS AND CONDITIONS OF A TERMINABLE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NUMBER 20150630000721, SUBJECT TO ALL TERMS AND CONDITIONS TO ALLOW THE TERMINATION OF THE EASEMENT AS STATED IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538, EXCEPT AS OTHERWISE PROVIDED IN INSTRUMENT RECORDED UNDER RECORDING NUMBER 20150630000721. (SAID TERMINABLE EASEMENT IS A SUBSTITUTE FOR THAT TERMINABLE, NONEXCLUSIVE EASEMENT FOR INGRESS AND EGRESS SET FORTH IN THAT CERTAIN QUITCLAIM DEED RECORDED UNDER RECORDING NUMBER 20110802000538.) 6. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR UTILITY SYSTEMS FACILITIES (WITH NO UTILITY POLES OR OVERHEAD WIRES PERMITTED WITHIN THE 'EASEMENT AREA" DEFINED THEREIN) GRANTED TO PUGET SOUND ENERGY, INC. AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20160128000867, WITH THE PERMITTED LOCATION OF SUCH FACILITIES LIMITED TO THE 'EASEMENT AREA' DEFINED THEREIN. REFERENCES 1. RECORD OF SURVEY RECORDED IN BOOK 47 OF SURVEYS, PAGE 89 UNDER KING COUNTY RECORDING NO. 8511129001. 2. RECORD OF SURVEY RECORDED IN BOOK 97 OF SURVEYS, PAGE(S) 79-79A UNDER KING COUNTY RECORDING NO. 9403039004. 3. RECORD OF SURVEY RECORDED IN BOOK 140 OF SURVEYS, PAGE 254 UNDER KING COUNTY RECORDING NO. 200010012900001. 4. THE PLAT OF HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 32, KING COUNTY, WASHINGTON. 5. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SR 405, JCT. S.S.H. NO.2-M TO JCT. P.S.H. NO. 2 IN RENTON, KING COUNTY, SHEETS 4 AND 5, DATED SEPT. 10, 1957. 6. SHORT PLAT RECORDED IN BOOK 138, PAGE 67, UNDER KING COUNTY RECORDING NO. 20000605900013. 7. RECORD OF SURVEY RECORDED IN BOOK 190 OF SURVEYS, PAGES 282-295 UNDER KING COUNTY RECORDING NO. 20050728900039. 8. WASHINGTON STATE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY AND LIMITED ACCESS PLAN FOR SR 405, SR 515 VICINITY TO S. 6TH STREET VICINITY, SHEETS 6 AND 7, DATED MAY 24, 2007 LAND SURVEYOR'S CERTIFICATE THIS SHORT PLAT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN CONFORMANCE WITH THE REQUIREMENTS OF THE APPROPRIATE STATE STATUTES AND RENTON AUNICIPAL CODE PROVISIONS IN .................................................. 2017 ROBERT DAVID WEST, P.L.S. ................................................... CERTIFICATE N0. ...44653, �navrD�, 000� O�� OF wA�', �'tP. x: a •..p x,53 q :Qty, DESIGN ' dG•IaTg$4 h'ALLA� ENGINEERING - OMNI LUA14-000568-SHPL-A LND-20-0602 BASIS OF BEARINGS N89.59'25'W ALONG THE NORTH UNE OF THE NORTHWEST QUARTER OF SECTION 20 BETWEEN THE FOUND NORTH QUARTER CORNER AND THE FOUND SECTION CORNER PER RECORD OF SURVEY RECORDED UNDER RECORDING NUMBER 2000101012900001. HOMEOWNERS ASSOCIATION THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION, A WASHINGTON NONPROFIT CORPORATION, WAS ESTABLISHED WITH THE OFFICE OF THE WASHINGTON SECRETARY OF STATE'S CORPORATIONS AND CHARITIES DIVISION EFFECTIVE JUNE 3, 2016. DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS ALL LOTS IN THIS SHORT SUBDIVISION PLUS TRACT A ARE SUBJECT TO THAT CERTAIN 'DECLARATION OF COVENANTS, CONDITIONS, EASEMENTS AND RESTRICTIONS FOR THE MERUNO SHORT PLAT" RECORDED UNDER KING COUNTY RECORDING NUMBER TRACT A, WHICH IS PRIMARILY AN OPEN SPACE TRACT, ENCOMPASSES (1) RELATIVELY LARGE AREAS OF STEEP SLOPES (NEARLY ALL OF WHICH ARE CATEGORIZED AS 'PROTECTED SLOPES" UNDER CURRENTLY APPUCABLE CITY OF RENTON REGULATIONS); (2) STORM DRAINAGE CONVEYANCE ELEMENTS (INCLUDING PIPE SEGMENTS AND SEGMENTS OF ROCK -LINED AND GRASS -LINED DITCHES AND APPURTENANCES) THAT TOGETHER RECEIVE AND CONVEY DISCHARGE WATER FROM (A) THE DISCHARGE PIPES OF THE STORM WATER DETENTION VAULT (A DETENTION VAULT THAT HAS BEEN CONSTRUCTED BENEATH THE CEDAR AVENUE CUL-DE-SAC TO PROVIDE STORMWATER DETENTION FOR BOTH THIS SHORT SUBDIVISION DEVELOPMENT AND A PORTION OF ABUTTING CEDAR AVENUE) TO (B) A CONNECTION WITH AN UNDERGROUND STORM WATER PIPE AT A POINT ALONG TRACT A'S WEST BOUNDARY ABUTTING THE INTERSTATE 405 RIGHT-OF-WAY (SEE SHEET 4 OF 4 HEREOF FOR APPROXIMATE LOCATIONS); (3) AREAS SUBJECT TO THREE EXISTING EASEMENTS IN FAVOR OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (THE APPROXIMATE LOCATIONS OF WHICH AREAS ARE DEPICTED ON SHEET 3 OF 4 HEREOF); AND (4) AN EXISTING INGRESS, EGRESS, AND UTILITIES EASEMENT THAT BENEFITS CERTAIN PROPERTY TO THE NORTH OF TRACT A (THE APPROXIMATE LOCATION OF THAT EASEMENT IS DEPICTED ON SHEET 3 OF 4 HEREOF). THE APPROXIMATE LOCATIONS WITHIN TRACT A OF (1) THE TWO 'PROTECTED SLOPE" AREAS AND (2) THE ABOVE -NOTED DRAINAGE CONVEYANCE PIPES, DRAINAGE DITCH CONVEYANCE ELEMENTS, AND A TYPE 2 CATCH BASIN WITH A DEBRIS CAGE ON TOP LOCATED NEAR TRACT A'S COMMON BOUNDARY WITH THE 1-405 RIGHT-OF-WAY ARE DEPICTED ON SHEET 4 OF 4 HEREOF. SHEET 3 OF 4 HEREOF DEPICTS THE APPROXIMATE LOCATION OF A WOOD SPUT-RAIL FENCE IN THE SOUTHEAST PORTION OF TRACT A. THAT FENCE IS LOCATED AT OR NORTH OF THE NORTH EDGE OF A CITY OF RENTON-REQUIRED 75 -FOOT -WIDE STREAM BUFFER THAT EXTENDS PARTLY INTO TRACT A FROM A CLASS 3 STREAM LYING WITHIN A PARCEL OF LAND TO THE SOUTH OF TRACT A (A PARCEL THAT IS OWNED BY THE STATE OF WASHINGTON). AS PART OF MITIGATION MEASURE 7 OF THE CITY'S SEPTEMBER 19, 2014 ADMINISTRATIVE SHORT PLAT APPROVAL DECISION FOR THIS SHORT PLAT, THE C!TY OF RENTON REQUIRES THAT THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION MAINTAIN THIS FENCE. CONVEYANCE OF TRACT A TO THE HOMEOWNERS ASSOCIATION MERLINO LAND DEVELOPMENT CO., INC., A WASHINGTON CORPORATION, HEREBY (1) CONVEYS AND QUITCLAIMS TRACT A TO THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION, A WASHINGTON NONPROFIT CORPORATION, SUBJECT TO THE VARIOUS EASEMENTS WITHIN TRACT A THAT ARE SET FORTH ON THIS SHORT PLAT AND SUBJECT TO ALL PRE-EXISTING EASEMENTS AND ENCUMBRANCES OF RECORD AND (2) DELEGATES TO SAID HOMEOWNERS ASSOCIATION ALL OBLIGATIONS FOR THE MAINTENANCE OF TRACT A. REM REPROCESS NOTE THAT DURING THE CITY OF RENTON'S ADMINISTRATIVE REVIEW OF THE PRELIMINARY VERSION OF THIS SHORT PLAT UNDER CITY OF RENTON FILE NO. LUA14-000568-SHPL-A, THIS SHORT WAS REFERRED TO AS THE 'MERLINO SHORT PLAT." CIVIL CONSTRUCTION DRAWINGS FOR THIS SHORT PLAT'S INFRASTRUCTURE IMPROVEMENTS ARE ALSO ON FILE WITH THE CITY UNDER THE NAME 'MERUNO SHORT PLAT." VICINITY MAP N 14 = 1400'1 AT FULL. SIZE CEDAR HIGHLANDS SHORT PLAT 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DWN. BY DATE JOB NO. N RDW 12/19/2016 04139M PLANNING- SU-RV"TEYING'> CHKD. BY SCALE SHEET 1 OF 4 00 01 mN ,� na 0" o �Om1A3 � C,L, z V.aNO Om\V >-Wmz "Crm" 011G%e A PORTION OF THE NW 1/4, OF THE NW 1/4, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON ./„ 1_ '7 M hl1114�l THE TWO AREAS OF TRACT A DEPICTED AS 'PROTECTED SLOPE" AREAS ON SHEET 4 OF 4 HEREIN ARE EACH HEREBY DECLARED TO BE A NATIVE GROWTH PROTECTION EASEMENT (`NGPE"), SUBJECT TO THE EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT. THE PURPOSE OF THE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION FOR THE CONTROL OF SURFACE WATER AND EROSION, MAINTENANCE OF SLOPE STABILITY, VISUAL AND AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL HABITAT. SUBJECT TO THE EASEMENTS DEPICTED ON OR OTHERWISE REFERRED TO ON THIS SHORT PLAT, THE NGPE RESTRICTING EACH OF THOSE TWO AREAS PROHIBITS ALL PRESENT AND FUTURE OWNER(S) OF TRACT A FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE PURSUANT TO THE EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON AS PART OF AN ENHANCEMENT PROGRAM. THIS PROHIBITION SHALL BE ENFORCEABLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED FOR ABOVE, NEITHER THE OWNER(S) OF TRACT A NOR THE OWNERS OF ANY OF THE LOTS CREATED BY THIS SHORT SUBDIVISION MAY CUT, PRUNE, COVER WITH FILL, REMOVE, OR DAMAGE THE VEGETATION WITHIN THE NGPE OR INSTALL NEW VEGETA11ON WITHIN IT. A RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE AGENTS, REPRESENTATIVES, AND EMPLOYEES OF THE OWNER(S) OR SUBSEQUENT OWNER(S) OF THE PROPERTY UNDERLYING EACH NGPE. I' / 1 ' I 01„101 ar 0 IN v 1 i NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF UNDERGROUND STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG, AND ACROSS THE 10.00—FOOT—WIDE PORTIONS OF LOTS 2, 3, AND 4 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT.” THESE EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE POR11ONS OF LOTS 2, 3, AND 4 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 1, 2, 3, AND 4 (AND INURE TO THE BENEFIT OF THE OWNERS OF EACH OF THOSE FOUR LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS). NONEXCLUSIVE EASEMENTS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND USE OF STORM DRAIN PIPES AND APPURTENANCES ARE HEREBY DECLARED OVER, UNDER, ALONG, AND ACROSS THE 10.00—FOOT—WIDE PORTIONS OF LOTS 6 AND 7 DEPICTED ON SHEET 3 OF 4 HEREOF AS 'PRIVATE DRAINAGE EASEMENT." THESE EASEMENTS SHALL RUN WITH THE LAND, BURDENING THOSE PORTIONS OF LOTS 6 AND 7 (AND SHALL BE BINDING UPON THE RESPECTIVE OWNERS OF EACH OF THOSE TWO LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS) AND BENEFITING LOTS 5, 6, AND 7 (AND INURE TO THE BENEFIT OF RESPECTIVE OWNERS OF EACH OF THOSE THREE LOTS AND THEIR RESPECTIVE PERSONAL REPRESENTATIVES, HEIRS, SUCCESSORS, AND ASSIGNS). THE CEDAR HIGHLANDS HOMEOWNERS ASSOCIATION SHALL HAVE A PERPETUAL RIGHT AND DUTY TO MAINTAIN AND REPAIR THE STORM DRAIN PIPES AND APPURTENANCES LOCATED IN THE ABOVE—STATED PRIVATE DRAINAGE EASEMENTS THAT BURDEN PORTIONS OF LOTS 2, 3, AND 4 AND PORTIONS OF LOTS 6 AND 7. The stormwater detention and water quality vault that has been constructed beneath the cul—de—sac at the south end of Cedar Avenue to serve the seven lots set forth on this short plat and serve a portion of Cedar Avenue has been designed per City of Renton drainage regulations that, in this case, involve implementation on each lot of at least one of the following two types of Best Management Practices (BMPs); (1) a "Basic Dispersion" BMP or (2) a "Reduced Impervious Surface Credit" BMP, as each of those types of BMP is more fully described on page 16 of the "Final Technical Information Report for MERLINO SHORT PLAT" (U14-005777 and B15-000896) prepared by the Bellevue, Washington engineering, planning, and land surveying firm CORE DESIGN (the "Final TIR") and dated April � 22, 2015, a copy of which is on file with the City of Renton Development Services Division. On a lot—by—lot basis, at the time of the City's building permit application review for a building permit for a residence on each lot, the owner(s) of that particular lot must select which of the two BMPs is to be used for the lot. The owner(s) of that lot, and their personal representatives, heirs, successors, and assigns in interest, must thereafter implement the P 9 P selected BMP for the particular lot so as to (A) meet the relevant City requirements for the selected BMP and (B) be consistent with page 16 of the Final TIR for the selected BMP for that particular lot. As part of the building permit process for the residence building on such lot, the owner(s) of the lot must submit to the City of Renton 04 for recording with the King County Recorder in the County's real property records (to run with the title to the lot) vko a Declaration of Covenant for Maintenance and Inspection of Flow Control BMP in a form acceptable- to the City. [As an alternative to using only a "Basic Dispersion" BMP or only a "Reduced Impervious Surface Credit" BMP, a combination of the "Basic Dispersion" BMP and the "Reduced Impervious Surface Credit" BMP may be used if acceptable to the City of Renton.] /�� DAVI1j 40�� og was�4 ry A• '.mo; 11-NMStC / Y LUA14-000568-SHPL-A LND-20-0602 1. DURING 2009 (ONE OF THE YEARS DURING WHICH THE STATE OF WASHINGTON OWNED THE ENTIRETY OF THE LAND THAT IS HEREIN SHORT SUBDIVIDED), AS PART OF THE '1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT- FOR THE WIDENING OF INTERSTATE 405 THROUGH RENTON, MOST OF THE SUBJECT LAND WAS FILLED WITH COMPACTED SOIL BY 1-405 CORRIDOR DESIGN—BUILDERS ('CDB') TO ITS CURRENT GRADE PURSUANT TO A CDB 'CONTOUR GRADING" DRAWING THAT HAD BEEN PREPARED IN CONJUNCTION WITH A CDB TECHNICAL MEMORANDUM ENTITLED "TECHNICAL MEMORANDUM, 1-405 RENTON STAGE 2 DESIGN/BUILD PROJECT, WSDOT EXCHANGE PROPERTY REINFORCED SOIL SLOPE, GEOTECHNICAL DESIGN RECOMMENDATIONS MEMORANDUM, DATED AUGUST 14, 2009." THAT CDB TECHNICAL MEMORANDUM SUMMARIZES THE GEOTECHNICAL RECOMMENDATIONS AND DESIGN CRITERIA FOR THE DESIGN AND CONSTRUCTION OF THE REINFORCED SOIL SLOPE (RSS) REQUIRED TO CONSTRUCT THE FILL. THAT FILL IS ALSO THE SUBJECT OF AN APRIL 23, 2014 REPORT PREPARED BY ICICLE CREEK ENGINEERS, INC. ENTITLED 'GEOTECHNICAL ENGINEERING SERVICES CRITICAL AREAS REPORT, MERLINO SHORT PLAT PROPOSED SEVEN—LOT RESIDENTIAL DEVELOPMENT, RENTON, WASHINGTON, ICE FILE NUMBER 0864-002." THE ICICLE CREEK REPORT [WHICH REFERS TO THE RSS AS AN "ENGINEERED PROTECTED SLOPE" AND AS AN "ENGINEERED FILL SLOPE') RECOMMENDS ON PAGE 7 THAT (A) A BUILDING SETBACK OF 25 FEET FROM THE ENGINEERED PROTECTED SLOPE AREA ALONG THE WEST SIDE OF ALL SEVEN OF THE PROPOSED LOTS, (B) A BUILDING SETBACK OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE NORTH OF LOT 1, AND (C) A BUILDING SETBACK OF 10 FEET FROM THE PORTION OF THE ENGINEERED FILL SLOPE AREA TO THE SOUTH OF LOT 7, AS SHOWN ON FIGURE 2 [OF THE ICICLE CREEK REPORT]." FOLLOWING AN INDEPENDENT SECONDARY REVIEW OF THE ICICLE CREEK REPORT AND OF THE CDB TECHNICAL MEMORANDUM [A SECONDARY REVIEW PERFORMED BY ASSOCIATED EARTH SCIENCES INC. ('AESI") FOR THE CITY OF RENTONI THE CITY (1) CONCURRED WITH THE BUILDING SETBACK RECOMMENDA11ONS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE DESCRIBED IN THE ICICLE CREEK REPORT AND (2) REQUIRED AS CONDITIONS OF SHORT PLAT APPROVAL THAT (A) THOSE SETBACKS BE NOTED ON THE FACE OF THE SHORT PLAT PLAN AND (B) A NOTE BE SET FORTH ON THE SHORT PLAT THAT STATES THAT "THE REINFORCED SOIL SLOPE (RSS) WAS EVALUATED FOR SLOPE STABILITY FOR RESIDENCES (TYPICAL TWO—STORY, WOOD—FRAME CONSTRUCTION) ONLY" AND THAT "ADDITIONAL STRUCTURES SHOULD BE EVALUATED FOR SLOPE STABILITY." 2. IN VIEW OF NOTE 1, ABOVE, ALL FUTURE OWNERS OF ANY OF THE LOTS ARE HEREBY ADVISED AS FOLLOWS: A. SEE SHEET 3 OF 4 HEREOF FOR A DEPICTION OF THE APPROXIMATE LOCATIONS OF THE FOLLOWING: (1) THE MINIMUM 25—FOOT—WIDE REAR YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOTS 1 THROUGH 7 FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE WEST EDGE OF LOTS 1 THROUGH 7; (2) THE MINIMUM 10—FOOT—WIDE SIDE YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOT 1 FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE NORTH EDGE OF LOT 1; AND (3) THE MINIMUM 10—FOOT—WIDE SIDE YARD BUILDING SETBACK FOR ALL STRUCTURES ON LOT 7 FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE LOCATED AT OR NEAR AND ALONG THE SOUTH EDGE OF LOT 7. B. THE REINFORCED SOIL SLOPE (RSS) (ALSO KNOWN AS THE 'ENGINEERED PROTECTED SLOPE' AND AS THE 'ENGINEERED FILL SLOPE") WAS ONLY EVALUATED FOR SLOPE STABILITY FOR CONSTRUCTION OF A RESIDENCE (TYPICAL TWO—STORY, WOOD—FRAME CONSTRUCTION) ON EACH OF THE SEVEN LOTS. ANY ADDITIONAL STRUCTURE OR ANY OTHER TYPE OF RESIDENCE STRUCTURE PROPOSED TO BE PLACED ON ANY OF THE SUBJECT LOTS MUST FIRST BE EVALUATED FOR AND IN RELA11ON TO STABILITY OF THE RSS (ENGINEERED PROTECTED SLOPE) BY A LICENSED ENGINEERING GEOLOGIST OR. PROFESSIONAL ENGINEER EXPERIENCED WITH GEOTECHNICAL MATTERS, AND ALL REQUIRED PERMIT(S) MUST BE OBTAINED FROM THE CITY OF RENTON PRIOR TO CONSTRUCTION OF ANY SUCH STRUCTURE. SURVEYOR'S NOTES ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIDELITY NATIONAL TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE NUMBER WA—FBCM—IMP-27WAG14-1-14-20368801. IN PREPARING THIS MAP, CORE DESIGN, INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS CORE DESIGN, INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY THE REFERENCED FIDELITY NATIONAL GUARANTEE. CORE DESIGN, INC. HAS RELIED SOLELY ON FIDELITY NATIONAL'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE CORE DESIGN, INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON APRIL 8, 2014. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN APRIL, 2005. 3. PROPERTY AREA = 160,943± SQUARE FEET (3.6947± ACRES). 4. ALL DISTANCES DEPICTED ON SHEETS 3 AND 4 HEREIN ARE IN FEET. 5. THIS IS A FIELD TRAVERSE SURVEY. A SOKKIA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RA110S OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. 1___� 'Con I;u— � DESIGN ENGINEERING 14711 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DWN. BY PLANNING- SURVEYING 1CHKD. BY DATE RDW 12/19/2016 SCALE JOB NO. 04139M SHEET 2 OF 4 co 01 mN 0ha - 'n J == a W.rv`�a /Zo••3 Fmu) -----� .. 10-z -may MLL C- � 00" U �7m�U �F'90 Z _ UcLo"CCm FOUND NORTH QUARTER CORNER CITY OF RENTON 17 20 CONTROL POINT NO. 415 1 1/2' BRASS DISK IN 4" CONCRETE MONUMENT DOWN 0.7' IN CASE ' I N LOT ADDRESSES 0 (� LOT 1 LOT 2 LOT 3 FOUND BRASS PIN IN LOT 4 CONCRETE MONUMENT LOT 5 0.05' NORTH OF UNE ; LOT 6 CITY OF RENTON__ _ _ - _ LOT 7 CONTROL POINT NO. 418 I` i L: � � 1 rn rn 00 (o � Oi M FOUND TACK IN LEAD WITH WASHER i 0.06' NORTH AND 0.03' EAST OF PROPERTY CORNER [-----20.01- _ 374+54.58 N R445.03\\ X 7.00 INGRESS, EGRESS AND UTILITY EASEMENT REC. NO. 7910230907 PLAT NO. 1 OF RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS VOLUME 9 OF PLATS, PAGE 29 00 00 C) Ln R202.34 705 CEDAR AVENUE S 711 CEDAR AVENUE S 717 CEDAR AVENUE S 801 CEDAR AVENUE S 807 CEDAR AVENUE S 813 CEDAR AVENUE S 819 CEDAR AVENUE S A PORTION OF THE NW 1/4, OF THE NW 1/4, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON, KING COUNTY, WASHINGTON HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 032 2 I I 3 I 10' PSE U11UTY SYSTEMS ESM'T REC. NO. 20160128000867 CEDAR AVE. S - - - _ - N0125'52"E 612.30 M X ' 627.91 X ---60.00--- ---60.00------60.00- OA 10.00 LUA14-000568-SHPT-AI LND-20-.602 SCALE: 1" = 40' 0 20 40 80 4 2 6,709E SF 3 oM M = I RIGHT-OF-WAY DEDICATION PER REC. NO. Z® 1''140 -221 FOR WIDENING OF CEDAR AVE. S (INCLUDING CUL-DE-SAC BULB) b - - N ---65.00-+- x - -65.00---- 10.00 co M cq 2 6,709E SF 3 oM M = 3 3 0 6,652E SF M 4 3 a�to �' 5 3 w 6 '4-- z STAMPED "CORE 44653" z -- 0 6,595E SF M co o 7,080E SF 000 0 7,0131 SF P ^c AT 13.25' OFFSET TO CORNER UNLESS OTHERWISE NOTED Q THE INDICATED DASHED UNE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 25 -FOOT -WIDE z 369+13.54 Nl4• 2613"f Z M z OF LOTS 1 THROUGH 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.) z '- - -- QO -------- ---- �® -------- QD ------- ----------- 90 RENTON MUNICIPAL CODE THAT RELATE TO LOTS 1 THROUGH 7. Q0 OA PRIVATE DRAINAGE EASEMENT. SEE TEXT, SHEET 2 OF 4 0 g SIDEWALK EASEMENT TO RENTON PER DAVID RECORDING NO. 101-10 1010016 14711 NE 29th P --� ---------- 4 60.01 1 60.01 F4X60.01 1 TOP OF ENGINEERED PROTECTED SLOPE N0031'21"E 457.47 TED AT OR NEAR THE ENTIRETY OF THE WEST LINE OF LOTS 1 THROUGH 7) SEE SETBACK NOTES, SHT. 2 OF 4 Up, 65.01 65.01 "- R=25.00 -A=73'20'48" \\ L=32.00 ©3.00^ less?j3¢ `2.85-� 7 •ss ,. 8,1501 SF O-�ODcc m --------------J m w 99.45 N N88'34'08"W 11.08 I I 4� N !x --� TOP OF ENGINEERED PROTECTED SLOPE \ \� (LOCATED AT OR NEAR THE SOUTH LINE OF LOT 7) \ I \ SEE SETBACK NOTES, SHT. 2 OF 4 - 1T A Q 15.00' \ SEE NOTE, SHL 1 OF 4 \ _ SEE DETAILS, SHT. 4 OF 4- T'bo I \ 80' EASEMENT -� RESERVED BY WSDOT FOR PLACEMENT OF SOIL NAILS AND FOR INGRESS AND EGRESS I PER DEED REC. NO 20110802000538 APPROXIMATE LOCATION OF WOOD SPLIT -RAIL FENCE SEE TRACT A NOTE, l SHEET 1 OF 4 / 369+17.00 IC9 (o N INTERSTATE 405 1-405 CENTERLINE PER REF. 7 TIES TO NORTHWEST SECTION CORNER SECTION 20 AND TO THE WEST I� QUARTER CORNER OF SECTION 20. 869'3/8" _ REF. 7 N FOUND SECTION CORNER 3" BRASS DISK I IN 3" CONC. MONUMENT DOWN 0.7' IN CASE 17 \ 120 18 19 R=2103.46 A=15'21'44" L=563.99 LEGEND 1-405 EAST RIGHT OF WAY LINE PER REF. 8 O1 THE INDICATED DASHED LINE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 10 -FOOT -WIDE ® FOUND MONUMENT AS NOTED SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE NORTH EDGE INGRESS AND EGRESS OF LOT 1. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.) . SET 1/2" REBAR WITH YELLOW PLASTIC CAP O2 THE INDICATED DASHED LINE IS THE APPROXIMATE LOCA11ON OF THE REQUIRED MINIMUM 10 -FOOT -WIDE STAMPED "CORE 44653" SIDE YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE SOUTH EDGE X SET TACK AND WASHER STAMPED "CORE 44653" IN CURB OF LOT 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.) ON EXTENSION OF PROPERTY LINE IN LIEU OF FRONT CORNER STREAM AT 13.25' OFFSET TO CORNER UNLESS OTHERWISE NOTED Q THE INDICATED DASHED UNE IS THE APPROXIMATE LOCATION OF THE REQUIRED MINIMUM 25 -FOOT -WIDE 368+50.32 369+13.54 Nl4• 2613"f REAR YARD BUILDING SETBACK FROM THE TOP OF ENGINEERED PROTECTED SLOPE ALONG THE WEST EDGE M 0 \ OF LOTS 1 THROUGH 7. (ALSO, SEE SETBACK NOTES 1 AND 2 ON SHEET 2 OF 4 HEREOF.) 00 0 BESIDES THE REQUIRED MINIMUM SETBACKS FROM THE TOP OF THE ENGINEERED PROTECTED SLOPE, THE CITY OF RENTON HAS OTHER REQUIRED BUILDING SETBACKS SPECIFIED IN APPLICABLE PROVISIONS OF THE 20' PERPETUAL INGRESS AND RENTON MUNICIPAL CODE THAT RELATE TO LOTS 1 THROUGH 7. OA PRIVATE DRAINAGE EASEMENT. SEE TEXT, SHEET 2 OF 4 0 g SIDEWALK EASEMENT TO RENTON PER DAVID RECORDING NO. 101-10 1010016 14711 NE 29th P Q DRAINAGE EASEMENTS TO RENTON PER : ; Bellevue, Washing RECORDING N0. ®d`11r0 -COMo d?5 RFt5 7877 F., 75' . STREAM BUFFER \ CLASS 3 - STREAM APPROX. LOCATION OF 12' RELOCATED TERMINABLE EASEMENT FOR INGRESS AND EGRESS TO WSDOT RECORDED UNDER RECORDING NO. 20150630000721 ' \ CLASS 5-/\ STREAM 1� 704g M \ \ 368+50.32 369+13.54 Nl4• 2613"f M M 0 \ R220.06 00 Z 20' PERPETUAL INGRESS AND EGRESS EASEMENT RESERVED 1 BY WSDOT PER DEED REC. NO 20110802000538 I Q 15.00 r--------- -�-- --�- _ 1� 704g 368+50.32 369+13.54 Nl4• 2613"f M R221.16 CALC R220.06 (R221.16 REFS) SHORT PLAT PLAN SHEET PLAT NO. 1 OF RENTON CO—OPERATIVE COAL COMPAN' ACRE TRACTS VOLUME 9 OF PLATS, PAGE 00 AM O mN ®tia Cn �P) M J t—, r-> SM NCV) Rt Om1O3 worr}- ILmN70 00-'5 I � vamx A PORTION OF THE NW 1/4, OF THE NW 1/4, SECTION 20, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 17 20 CITY OF RENTON, KING COUNTY, WASHINGTON IC"� O IN O I� ' HIGHLAND ADDITION TO THE TOWN OF RENTON, VOLUME 17 OF PLATS, PAGE 032 11.'=' m New LUA14-000568-SHPL-A LND-20-0602 SCALE: 1" = 40' 0 20 40 80 1-405 CENTERLINE PER REF. 7 TIES TO NORTHWEST SECTION CORNER SECTION 20 AND TO THE WEST I� QUARTER CORNER OF SECTION 20. 861'38° WREF. 7 _ N Go 1 i 17 `�\ 120 18 19 LEGEND So STORM DRAINAGE PIPE SEE TRACT A NOTE, SHEET 1 OF 4 000<1_DAV1b O�� O� 1►As9j��t3� o z'Con: 4. 53 q.,, DESIGN S� C•�3T8�'4�•" \141►'( ENGINEERING 14717 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 PLANNING- SURVEYING TRACT A DETAIL SHEET CEDAR HIGHLANDS SHORT PLAT DWN. BY I DATE JOB N0. RDW 12/19/2016 04139M CHKD. BYI SCALE I SHEET 4 OF 4