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HomeMy WebLinkAboutLarge FormatWHg RACMDEO RETURN TO ofnReritom City Hall 1056 South Grady Way f1ellton, WA 98067 VOL. PG. LUA14-000591 PIPERS BLUFF 2- (v 9! � LND-10-0496 A PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON FILE NO. LUA14-000591 DEDICATION CITY OF RENTON APPROVALS KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF CITY OF RENTON ADMINISTRATOR OF PUBLIC WORKS INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE HIS PLAT TO BE THE GRAPHIC THE SUBDIVISION MADE HEREBY, EXAMINED AND APPROVED THIS 2 O DAY OF� JL 2015. REPRESENTATION OF AND DO HEREBY NE DEDICATE TO THE USE OF THE ALL STREETS AND E 6,e_dA Z&z&:zo,� AS PRIVATE HEREON 'AND HBLIC USE THEREOF FOR ALL PUBLIUES CSHOWN l�L/ PURPOSES NOT INCONSISTENT WITH THE USE HEREOF FOR PUBLIC HIGHWAY ADMINISTRATOR PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND 5125 FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF 12TH SAID STREETS AND AVENUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL THE EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES CITY OF RENTON / 2_ 5131 APPRO EXA D AND APPRO D THIS DAY OF 2015. AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, STREET UTILITES AND DRAINAGE, UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY ATTEST: = i IDENTIFIED ON THIS PLAT AS BEING GRANTED AND CONVEYED TO A PERSON OR ENTITY i OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY GRANT AND CONVEY SUCH MAYOR CITY C ERK STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR\��1q�lulutunnp41/io NE THE PURPOSE STATED. 8""l�RENT'O�piio CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE `O 8 1163 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 I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL SES AN �T€tAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR CO IONF THE PROPERTY HEREIN RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED TO THE CONTAINED EDICATED FOR ST EFTS, ALLEYS OR FOR OHE%, P 86 ARE ff IN FULL ADJACENT LANDS OF THIS SUBDIVISION BY THE ESTABLISHMENT, CONSTRUCTION OR THISIDAY OF 2015. MAINTENANCE OF ROADS WITHIN THIS SUBDIVISION, > �' 5208 NE FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREES FOR PLACE THEMSELVES, THEIR HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON, AND ANY ADMINISTRATOR%nnmuunul�0 GOVERNMENTAL AUTHORITY, HARMLESS, INCLUDING ANY COSTS OF DEFENSE, IF ANY, 11TH FROM ANY DAMAGES TO PERSONS OR PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION 13 RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR NE SURFACE OR SUB -SURFACE WATER FLOW, OR ANY FASHION CAUSED BY THE PLACE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. 5118 NE KING COUNTY APPROVALS FURTHER, KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE THE HEREIN BELOW 15 SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE HOMEOWNERS ASSOCIATION (HOA) OF "PIPER'S KING COUNTY DEPARTMENT OF ASSESSMENTS BLUFF" IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF EXAMINED AND APPROVED THIS 2ZP0 DAY OFL 20 5. THIS PLAT AS A MEMBER OF SAID HOA. SAID HOA IS SUBJECT TO THE DECLARATION 5106 OF COVENANTS AND RESTRICTIONS FOR THE PLAT OF "PIPER'S BLUFF" AS DISCLOSED 11TH BY INSTRUMENT RECORDED UNDER KING COUNTY RECORDING NUMBER •�11��Lt Z200o't c0 f� LVyO IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS KING COUNTY ASSESSOR PUTY K2GCOrTY ASSESSOR PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS ACCOUNT NUMBERS 1023059144, 1023059002, 1023059367, AND23059312 PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN THE TRACTS 5101 PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND KING COUNTY FINANCE DIVISION CERTIFICATE MAINTENANCE RESPONSIBILITIES, 19 5107 I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSM TS OF SAID OWNERS. CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF HE PROPERTY HEREIN CONTAI '" . Tm q;:" NE AS STREETS, ALLEYS OR FO ANY OTHER PUBLIC USE, ARE PAID IN FULL • (;�uRY y§ PLACE THISv»AY OF (I' 2015. c�t,IAt°°AF9aal IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS. NE 11TH .0 CONNER 0 ESA PIPERS BLUFF, LLC, A WASHINGTON LIMITED LIABILITY COMPANY MANAGER, FINANCE DIVISION DEPUTY.7, • Z d O j c ° cn NE 11TH BY 23 NAME: CHARLES F. CONNER NE ITS: MANAGER Ah.e=,ter„ 24 5211 NE CONFORMED COPY PLACE 20150422000769 ACKNOWLEDGMENTS CITY OF RENTON PLAT 138 00 11TH PAGE -001 OF 005 26 04/22/2015 14:32 STATE OF WASHINGTON ) COUNTY OF KING ON THIS DAY OF E"P2p 2015, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED C ✓� P carr,,Q_� TO ME KNOWN TO BE fir' OF AB LITY CO CONNER HOMES AT PIPERS BLUFF, LLC, A WASHINGTON LIMITED LIMPANY, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT Le WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, i HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTE , "urru,n r ✓ .} o�PAY Pus �k•��', NOJTOYUBLIC IN AND FOR THE STATE OF^ LYNN MARIE enwes•• WASHINGTON, RESIDING AT ab lDl�� 11i COMM. EXPIRES 5 MY COMMISSION EXPIRES OCT 12, 2018 Ln •• _ 'bgOP/WAS"" . STATE OF WASHINGTON ) COUNTY OF KING ) 5THIS ___QAY OF 2015, BEFORE ME, THE UNDERSIGNED NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, PERSONALLY APPEARED TO ME KNOWN TO BE OF ISOLA CAPITAL MANAGEMENT LLC, A WASHINGTON LIMITED LIABILITY COMPANY, THAT EXECUTED THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE FREE AND VOLUNTARY ACT AND DEED OF SAID COMPANY FOR THE USES AND PURPOSES THEREIN MENTIONED AND ON OATH STATED THAT WAS AUTHORIZED TO EXECUTE SAID INSTRUMENT. IN WITNESS WHEREOF, I HAVE HEREUNTO SET MY HAND AND AFFIXED MY OFFICIAL SEAL THE DAY AND YEAR FIRST ABOVE WRITTEN. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT MY COMMISSION EXPIRES \\ESM8\ENGR\ESM-JOB9\258\045\013\SURVEY PLOTS\FP-01.DWG SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF "PIPER'S BLUFF" IS BASED UPON A SURVEY OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT ALL COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON, THAT THE MONUMENTS WILL BE SET AND THE LOT CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE PRO IONS OF THE PLATTING REGULATIONS. b— 41/15 - ZACHARY T, LENNON, FRO SSIO L LAND SURVEYOR DE CERTIFICATE NO. 44925 ADDRESS TABLE ALL ADDRESSES ARE RENTON, WA 98059 LOT ADDRESS 1 5105 NE 12TH STREET 2 5111 NE 12TH STREET 3 5117^,NE 12TH STREET 4 5125 NE 12TH STREET 5 5131 NE 12TH STREET 6 5203 NE 12TH STREET 7 5209 NE 12TH STREET 8 1163 ILWACO PLACE NE 9 1157 ILWACO PLACE NE 10 1151 ILWACO PLACE NE 11, 5208 NE 11TH PLACE 12 5202 NE 11TH PLACE 13 5124 NE 11TH PLACE 14 5118 NE 11TH PLACE 15 5112 NE 11TH PLACE 16 5106 NE 11TH PLACE 17 5100 NE 11TH PLACE 18 5101 NE 11TH PLACE 19 5107 NE 11TH PLACE 20 5113 NE 11TH PLACE 21 5119 NE 11TH PLACE 22 5127 NE 11TH PLACE 23 5205 NE 11TH PLACE 24 5211 NE 11TH PLACE 25 5217 NE 11TH PLACE 26 5223 NE 11TH PLACE 27 5303 NE 11TH PLACE 28 5309 NE 11TH PLACE NO ADDRESSES ASSIGNED TO TRACTS NW 1/4 OF NE 1/4 OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. mmiiii I U'Y 00769 PACE-00ZROFT006PLVOl 269 138.007 04/22/2016 14:32 KING COUNTY, Wq \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-02.DWG VOL./P LUA14-000591 PIPER'S BLUFF LND-10-0496 A PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON FILE NO. LUA14-000591 LEGAL DESCRIPTION EXCEPTIONS FROM TITLE REPORT PARCEL A LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS AS SHOWN HEREON ARE FROM CHICAGO TITLE INSURANCE COMPANY SUBDIVISION THIRD GUARANTEE ORDER NO, 0007219-06 DATED THE SOUTHERLY 117 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST SEPTEMBER 11, 2014, SUPPLEMENT NO, 1 DATED NOVEMBER 7, 2014 AND SUPPLEMENT NO. 2 DATED APRIL 1, QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE 2015. IN PREPARING THIS FINAL PLAT, ESM HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS ESM MERIDIAN, IN KING COUNTY, WASHINGTON; AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS FINAL PLAT. ESM HAS RELIED SOLELY UPON THE INFORMATION CONTAINED IN SAID GUARANTEE IN REGARDS TO TITLE ISSUES TO EXCEPT THE WEST 30 FEET FOR ROAD; PREPARE THIS FINAL PLAT AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT, TOGETHER WITH THE NORTH 15 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, 1) SUBJECT TO THAT EASEMENT GRANTED TO CHICAGO, MILWAUKEE AND ST. PAUL RAILWAY COMPANY FOR AN WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; ELECTRIC TRANSMISSION SYSTEM WITH THE RIGHT TO ENTER THE SURVEYED PROPERTY FOR MAINTENANCE AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0; EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER 1254827, THE CENTERLINE OF SAID EASEMENT IS 28 FEET SOUTH OF THE NORTH LINE OF SECTION 10, RECORDING NO. 3263478. HOWEVER, A WIDTH OF EASEMENT IS NOT STATED IN SAID INSTRUMENT. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN. PARCEL 8 2) SUBJECT TO THAT EASEMENT GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY FOR AN ELECTRIC TRANSMISSION LINE AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED THE EASTERLY TWO-THIRDS OF THE FOLLOWING DESCRIBED TRACT; UNDER RECORDING NO. 3120989. THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST 3) SUBJECT TO THAT EASEMENT GRANTED TO WASHINGTON NATURAL GAS COMPANY FOR GAS PIPELINES AND QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING N0, COUNTY, WASHINGTON; 5137546, THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN, EXCEPT THE SOUTH 117 FEET THEREOF; 4) SUBJECT TO THAT DECLARATION OF EASEMENT AND JOINT USE AND MAINTENANCE AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. AND EXCEPT THE WEST 30 FEET FOR ROAD AS CONVEYED BY DEED RECORDED UNDER RECORDING 9809101693. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE DETERMINED FROM THE INSTRUMENT OF NO. 3263478; RECORD AND IS NOT DEPICTED HEREIN, AND EXCEPT THE NORTH 30 FEET FOR ROAD; 5) SUBJECT TO THAT EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 20130411001659, THE LOCATION OF SAID EASEMENT IS TOGETHER WITH THE NORTH 30 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE DEPICTED HEREIN. NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION LYING WITHIN 142ND AVENUE S,E. AS ACQUIRED BY 6) SUBJECT TO THAT TEMPORARY CONSTRUCTION EASEMENT AND THE TERMS AND CONDITIONS THEREOF AS JUDGMENT ENTERED SEPTEMBER 25, 2012 IN KING COUNTY SUPERIOR COURT CAUSE NO. 12-2-18312-1. CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20130411001660, THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN, PARCEL C 7) SUBJECT TO THAT EASEMENT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 20130411001661. THE LOCATION OF SAID EASEMENT IS THE SOUTH 91,2 FEET OF THE NORTH 121,2 FEET OF THE WESTERLY ONE-THIRD OF THE NORTH HALF OF DEPICTED HEREIN. THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; 8) SUBJECT TO THAT TEMPORARY CONSTRUCTION EASEMENT AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 20130411001662. THE LOCATION OF SAID EXCEPT THE WEST 30 FEET FOR ROAD AS CONVEYED BY DEED RECORDED UNDER RECORDING EASEMENT IS DEPICTED HEREIN. NO. 3263478. 9) SUBJECT TO CITY OF RENTON ORDINANCE NO. 4025 REGARDING SANITARY SEWER SERVICE AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING PARCEL D NO. 8612031455, EXCEPTION CANNOT BE PLOTTED. 10) SUBJECT TO THAT DECLARATION OF COVENANT FOR PROPERTY BEING SERVED BY AN ON-SITE SEWAGE THE WESTERLY ONE-THIRD OF THE FOLLOWING DESCRIBED TRACT; DISPOSAL SYSTEM (OSS) AND THE TERMS AND CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 20050817000117. AFFECTS PARCEL D ONLY, EXCEPTION CANNOT 67 PLOTTED, THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING 11) SUBJECT TO THOSE RESERVATIONS AND EXCEPTIONS IN UNITED STATES PATENTS OR IN ACTS AUTHORIZING COUNTY, WASHINGTON; THE ISSUANCE OF THE SAME. EXCEPT THE SOUTH 117 FEET THEREOF; 12) SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 3253478. THE EXACT LOCATION OF SAID EASEMENT CANNOT BE AND EXCEPT THE WEST 30 FEET FOR SOUTHEAST 142ND AVENUE, AS CONVEYED TO KING COUNTY BY DETERMINED FROM THE INSTRUMENT OF RECORD AND IS NOT DEPICTED HEREIN, DEED RECORDED UNDER RECORDING NO. 3263478; 13-20) NOT REPORTED HEREIN. AND EXCEPT THE NORTH 30 FEET FOR ROAD; 21) SUBJECT TO THAT EASEMENT GRANTED TO PUGET SOUND ENERGY, INC, FOR GAS AND EI,ECTRICAL AND EXCEPT THE NORTH 91.2 FEET OF THE ABOVE DESCRIBED WESTERLY ONE-THIRD, PURPOSES AND THE TERMS AND CONDI ONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO. 1211 3Ls�500Z5 THE LOCATION OF SAID EASEMENT IS DEPICTED HEREIN. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 22) SUBJECT TO THAT CONSENT FOR USE OF PUGET SOUND ENERGY, INC. TRANSMISSION LINE RIGHT-OF-WAY AND THE TERMS AN CONDITIONS THEREOF AS CONTAINED IN INSTRUMENT RECORDED UNDER RECORDING NO, 2DS�i�3Zfi000} THE LOCATION OF BUILDING RESTRICTION CONTAINED SAID DOCUMENT IS DEPICTED HEREIN. \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-02.DWG 60 •• CITY OF RENTON PLAT 138.00 PAGE -003 OF 005 VOL 269 PG 017 I2UTKNGCONY,UA \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-03.DWG VOL. P l 4- 05 LUA14-000591 PIPERS BLUFF 0/9 LAID 0 A PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON FILE NO. LUA14-000591 NOTES EASEMENT PROVISIONS 1. TRACT A IS A PUBLIC STORM DRAINAGE TRACT; UPON THE RECORDING OF THIS PLAT, TRACT A IS HEREBY GRANTED AND CONVEYED TO THE PIPER'S BLUFF HOMEOWNER'S ASSOCIATION (HOA). AN EASEMENT IS HEREBY 1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO PUGET SOUND ENERGY, INC„ GAS COMPANY, PUGET SOUND ENERGY, INC„ ELECTRIC COMPANY, QWEST TELEPHONE COMPANY, COMCAST CABLE COMPANY, GRANTED AND CONVEYED TO THE CITY OF RENTON OVER, UNDER AND ACROSS TRACT 'A' FOR THE PURPOSE OF THE CITY OF RENTON, WATER DISTRICT NO, 90 AND OTHER UTILITY PROVIDERS, AND THEIR RESPECTIVE CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER AND FOR SANITARY SEWER PURPOSES PER THE ENGINEERING PLANS ON FILE WITH THE CITY OF RENTON. THE CITY OF RENTON HAS THE SUCCESSORS AND ASSIGNS UNDER AND UPON ALL PRIVATE STREETS, ALLEYWAYS AND PRIVATE ACCESS RIGHT TO ENTER SAID EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, IMPROVING, AND TRACTS, THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS PARALLEL WITH AND ADJOINING THE STREET FRONTAGE, ALLEYWAYS AND PRIVATE ACCESS TRACTS. THE EASEMENTS ARE RESERVED AND GRANTED IN REPAIRING IT'S FACILITIES CONTAINED THEREIN. ONLY THE CHAIN LINK FENCE, FLOW CONTROL, WATER QUALITY ORDER TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND PIPE, CONDUIT, TREATMENT AND CONVEYANCE FACILITIES WILL BE CONSIDERED FOR FORMAL ACCEPTANCE AND MAINTENANCE BY THE CABLES, WIRES, VAULTS AND PEDESTALS WITH NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE CITY. MAINTENANCE OF ALL OTHER IMPROVEMENTS AND LANDSCAPING ON SAID TRACT 'A' SHALL BE THE RESPONSIBILITY OF THE HOA. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC, TELEPHONE, GAS, TELECOMMUNICATIONS, DATA TRANSMISSION, STREET LIGHTS AND UTILITY SERVICE TOGETHER WITH THE RIGHT PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP TO ENTER UPON THE LOTS AND TRACTS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. THESE INTEREST IN TRACT A PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE EASEMENTS ENTERED UPON FOR THESE PURPOSES SHALL BE RESTORED AS NEAR AS POSSIBLE TO THEIR ORIGINAL CONDITION, NO LINES OR WIRES FOR TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE, RESPONSIBILITIES. TRACT A IS SUBJECT TO EASEMENT PROVISIONS 1 AND 10. CABLE TELEVISION, TELECOMMUNICATIONS OR DATA TRANSMISSION USES SHALL BE PLACED OR PERMITTED TO 2, TRACT B IS GRANTED AND CONVEYED TO THE PIPER'S BLUFF HOMEOWNERS' ASSOCIATION (HOA) UPON THE BE PLACED WITHIN THIS EASEMENT UNLESS THE SAME SHALL BE UNDERGROUND. NO PERMANENT STRUCTURE SHALL BE PLACED BY THE LOT OWNER WITHIN THE EASEMENTS WITHOUT PERMISSION FROM RECORDING OF THIS PLAT FOR STREAM AND WETLAND PRESERVATION PURPOSES. SAID TRACT CONTAINS WETLANDS EASEMENT OWNERS, AND A STREAM AND IS SUBJECT TO A NATIVE GROWTH PROTECTION EASEMENT - SEE EASEMENT PROVISION 6. THE ENTIRETY OF TRACT B IS SUBJECT TO A POWER EASEMENT FOR THE EXISTING OVERHEAD POWER LINES, THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT, AND THE MAINTENANCE, REPAIR AND 2, THE UTILITY EASEMENTS GRANTED IN EASEMENT PROVISION 1 MAY CONTAIN PRIVATE STORM DRAINAGE REPLACEMENT OF ANY IMPROVEMENTS CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND SYSTEMS AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE AT THE CITY OF RENTON. THE MAINTENANCE OF THOSE PRIVATE STORM DRAINAGE SYSTEMS AND THOSE SYSTEMS WITHIN PRIVATE STORM MAINTAINED BY UTILITY PROVIDERS LISTED IN EASEMENT PROVISION 1. DEVELOPMENT, ALTERATION, OR DISTURBANCE WITHIN THE TRACT IS PROHIBITED EXCEPT FOR PURPOSES OF HABITAT ENHANCEMENT AS PART OF AN DRAINAGE EASEMENTS PER EASEMENT PROVISION 3 SHALL BE THE RESPONSIBILITY OF THOSE LOT OWNERS BENEFITING FROM SAID SYSTEMS. ENHANCEMENT PROJECT WHICH HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE CITY AND EXCEPT FOR REQUIRED MAINTENANCE OF THE UTILITIES LOCATED WITHIN THE TRACT THAT IS GRANTED WRITTEN CITY OF RENTON AUTHORIZATION AND CONDUCTED USING BEST AVAILABLE SCIENCE, 3, ALL LOTS SHALL BE SUBJECT TO AN EASEMENT 2,50 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL INTERIOR LOT LINES AND 5.00 FEET IN WIDTH PARALLEL WITH AND ABUTTING ALL REAR LOT UNES FOR THE 3, TRACT C IS GRANTED AND CONVEYED TO THE PIPER'S BLUFF HOMEOWNERS' ASSOCIATION (HOA) UPON THE PURPOSE OF PRIVATE STORM DRAINAGE. IN THE EVENT LOT LINES ARE ADJUSTED AFTER THE RECORDING OF THIS PLAT, THE EASEMENT SHALL MOVE WITH THE ADJUSTED LOT LINES. MAINTENANCE OF ALL PRIVATE RECORDING OF THIS PLAT FOR TREE PRESERVATION PURPOSES AND IS SUBJECT TO A NATIVE GROWTH PROTECTION STORM DRAINAGE EASEMENTS ON THIS PLAT SHALL BE THE RESPONSIBILITY OF THE OWNERS OF LOTS EASEMENT - SEE EASEMENT PROVISION 6, THE HOA SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT, AND THE MAINTENANCE, REPAIR AND REPLACEMENT OF ANY IMPROVEMENTS CONTAINED. THEREIN, WITH THE DERIVING BENEFIT FROM THE PRIVATE STORM DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENTS. NO EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS LISTED IN EASEMENT PROVISION 1, STRUCTURES OTHER THAN FENCES, ROCKERIES OR YARD DRAINS SHALL BE CONSTRUCTED WITHIN THESE EASEMENTS. THESE EASEMENTS HAVE NOT BEEN DEPICTED HEREIN, DEVELOPMENT, ALTERATION, OR DISTURBANCE WITHIN THE TRACT IS PROHIBITED EXCEPT FOR PURPOSES OF HABITAT ENHANCEMENT AS PART OF AN ENHANCEMENT PROJECT WHICH HAS RECEIVED PRIOR WRITTEN APPROVAL FROM THE CITY AND EXCEPT FOR REQUIRED MAINTENANCE OF THE UTILITIES LOCATED WITHIN THE TRACT THAT IS GRANTED 4. THE PRIVATE DRAINAGE EASEMENT SHOWN ON LOTS 1 THROUGH 9, LOTS 11 THROUGH 17, AND LOTS WRITTEN CITY OF RENTON AUTHORIZATION AND CONDUCTED USING BEST AVAILABLE SCIENCE. 24 THROUGH 28 IS FOR THE BENEFIT OF LOTS 1 THROUGH 9, LOTS 11 THROUGH 17, AND LOTS 24 THROUGH 28, THE OWNER(S) OF SAID LOTS SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THAT 4. TRACT D IS GRANTED AND CONVEYED TO THE OWNERS LOTS 27 AND 28, WHICH ADJOIN SAID TRACT AND PORTION OF THE DRAINAGE FACILITIES OF WHICH THEY HAVE THE BENEFIT OF USE, AND SHALL EQUALLY SHARE IN THE MAINTENANCE OF THAT PORTION OF THE DRAINAGE FACILITIES THAT THEY HAVE IN COMMON, OBTAIN THEIR ACCESS TO THE PUBLIC ROADS OVER SAID TRACT, AS EQUAL AND UNDIVIDED OWNERSHIP UPON THE RECORDING OF THIS PLAT FOR JOINT USE DRIVEWAY PURPOSES, SAID OWNERS SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT, AND THE MAINTENANCE, REPAIR AND REPLACEMENT OF ANY IMPROVEMENTS 5, THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN CONTAINED THEREIN, WITH THE EXCEPTION OF THOSE UTILITIES OWNED AND MAINTAINED BY UTILITY PROVIDERS HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S� IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT HE OWNER'S LISTED IN EASEMENT PROVISION 1. THE ENTIRETY OF SAID TRACT IS SUBJECT TO AN EASEMENT FOR UTILITIES AND COST, FIRE ACCESS, PARKING IS PROHIBITED WITHIN SAID TRACT AND IT MUST REMAIN CLEAR OF ANY OBSTRUCTIONS, TRACT D IS SUBJECT TO EASEMENT PROVISION 1. 6, TRACTS B AND C ARE HEREBY DECLARED A NATIVE GROWTH PROTECTION EASEMENT (NGPE) SUBJECT TO 5. ALL DISTANCES ARE IN FEET. THE EASEMENTS DEPICTED UPON OR OTHERWISE SPECIFIED ON THIS PLAT, THE PURPOSE OF THE NGPE SHALL BE FOR PRESERVING NATIVE VEGETATION. SUBJECT TO THE EASEMENTS DEPICTED UPON OR 6. ALL OFFSET DISTANCES AS DEPICTED HEREIN ARE MEASURED PERPENDICULAR TO THE PROPERTY LINE, OTHERWISE SPECIFIED ON THIS PLAT, THE NGPE PROHIBITS ALL PRESENT AND FUTURE OWNERS OF TRACTS B AND C FROM DISTURBING ANY TREES AND OTHER VEGETATION WITHIN THE NGPE UNLESS DONE PURSUANT 7. NO LOT OR PORTION OF LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED TO EXPRESS WRITTEN PERMISSION OF THE CITY OF RENTON. THE PROHIBITION SHALL BE ENFORCEABLE BY THE CITY OF RENTON. EXCEPT AS PROVIDED, THE OWNERS OF TRACTS B AND C MAY NOT CUT, PRUNE, OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED, COVER WITH FILL, REMOVE OR DAMAGE THE VEGETATION WITHIN TRACTS B AND C. 8. STREET TREES ARE OWNED AND MAINTAINED BY THE PIPER'S BLUFF HOMEOWNERS' ASSOCIATION. 7) AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON FOR SIDEWALK PURPOSES OVER LOTS 10 THROUGH 17 AS DEPICTED HEREIN. THE CITY OF RENTON SHALL BE RESPONSIBLE FOR THE MAINTENANCE 9. A REBAR AND PLASTIC CAP MARKED "ESM LLC 44925" SHALL BE SET AT ALL REAR LOT CORNERS AND LOT OF THE SIDEWALK CONTAINED WITHIN SAID EASEMENT. ANGLE POINTS, EXCEPT AS NOTED. THERE MAY BE INSTANCES WHERE A PK NAIL AND BRASS TAG MARKED "LS 44925" ARE SET AT REAR CORNERS OR LOT ANGLE POINTS WHEN AN OBSTACLE PREVENTS SETTING A REBAR AND 8) AN EASEMENT IS HEREBY GRANTED TO THE WATER DISTRICT 90 FOR WATER PURPOSES OVER LOT 28 CAP, IN THE EVENT THAT A NON -REMOVABLE OBSTACLE PREVENTS SETTING THE ACTUAL PROPERTY CORNER, THE AND TRACT C AS DEPICTED HEREIN, WATER DISTRICT 90 SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER FACILITIES CONTAINED WITHIN SAID EASEMENT. CORNER WILL BE SET ON THE PROPERTY LINE AS AN OFFSET TO THE ACTUAL CORNER WITH THE DISTANCE TO THE ACTUAL CORNER NOTED ON AN ACCOMPANYING WHITE LOT STAKE. THE INTERSECTION OF LOT LINES WITH STREET IMPROVEMENTS SHALL BE REFERENCED BY A PK NAIL AND A BRASS TAG MARKED IS 44925" SET IN THF TOP OF 9) AN EASEMENT FOR AN ENTRY MONUMENT AND LANDSCAPING IS HEREBY RESERVED FOR ANO GRANTED TO THE PIPER'S BLUFF HOMEOWNERS ASSOCIATION ON LOT 17 OVER THE 10 FOOT WIDE EASEMENT CURB OR THICKENED EDGE OF ASPHALT ON THE EXTENSION OF THE LOT LINE, LOT CORNERS OR STREET MONUMENTS NOT�SET AT THE TIME OF PLAT RECORDING SHALL BE BONDED FOR AND SHALL BE SET AS ADJOINING THE ROAD RIGHT OF WAY AS GRANTED IN EASEMENT PROVISION 1 ABOVE, CONSTRUCTION IS'COMPLETED• 10) AN EASEMENT FOR INGRESS, EGRESS AND MAINTENANCE IS HEREBY RESERVED FOR AND GRANTED TO 10. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLAN AND THE PIPER'S BLUFF HOMEOWNERS ASSOCIATION (HOA) OVER THE ENTIRETY OF TRACT A FOR THE MAINTENANCE OF THE IMPROVEMENTS CONTAINED THEREIN, EXCEPT UTILITY FACILITIES, AND FOR ACCESS TO PROFILE ON FILE WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION AND ANY DEVIATION FROM THE TRACT B. APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON DEVELOPMENT SERVICES DIVISION. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED, 11) PRIVATE DRAINAGE EASEMENT. THE OWNERS) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED "PRIVATE 11. ALL LOTS AND TRACTS IN THIS PLAT ARE SUBJECT TO PRIVATE STORM DRAINAGE EASEMENTS AS DEFINED IN WITH DRAINAGE EASEMENTS SHOWN AS HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE EASEMENT PROVISIONS 2, 3 AND 4 HEREON, THE RESPONSIBILITY FOR THE MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE PRIVATE STORM DRAINAGE FACILITIES LOCATED WITHIN SAID EASEMENTS SHALL BE WITH WATER PER THE ENGINEERING PLANS APPROVED FOR THE PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE THE PROPERTY OWNERS DERIVING BENEFIT FROM THE PRIVATE STORM DRAINAGE SYSTEM. PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE 12. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO HOQUTAM AVENUE NE FROM LOTS 1, 17 AND 18 WHICH FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY, SINGLE AND SEVERAL, ARE RESPONSIBLE FOR OPERATING, MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID ABUT IT. DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF 13. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON LOTS CREATED BY THIS RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGATATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES SUBDIVISION MUST IMPLEMENT FLOW CONTROL BEST MANAGEMENT PRACTICES, UNLESS CONSTRUCTED AS PART OF (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS THIS SUBDIVISION. COMPLIANCE WITH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENTIAL BUILDING PERMIT DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENT SHALL RUN WITH RESIDENTIAL BUILDING PERMIT FOR EACH LOT. THE LAND AND BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. 14, FLOW CONTROL BEST MANAGEMENT PRACTICES CONSTRUCTED ON THE LOTS SHALL BE OPERATED, MAINTAINED 12) THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE FACILITIES AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. REQUIRED BY THE PLAT DESIGN, COVENANT OR CONDITION, HEREBY GRANT AND CONVEY TO THE CITY OF 15. THE CITY WILL HAVE ACCESS TO INSPECT THE FLOW CONTROL BMP'S TO BE CONSTRUCTED ON THE LOTS. (INGRESS AND POLITICAL ACCESS EGRES) TO ENTOER SAIDHPROPERTY F RSTATE OFATHIE GPURPO EE FIGOBSEERVING GHT THATOF REABLE THE OWNER(S) 16. THE RESTRICTED FOOTPRINT FLOW CONTROL BEST MANAGEMENT PRACTICES HAS BEEN UTILIZED FOR THIS ARE PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. PLAT, EACH LOT IS RESTRICTED TO A MAXIMUM IMPERVIOUS COVERAGE EQUAL TO 65% OF EACH LOT AREA. 13) THE OWNER(S) OF SAID PRIVATE PROPERTY SHALL RETAIN, UPHOLD, PROTECT THE STORMWATER 17. LANDSCAPING AS INSTALLED PER THE APPROVED LANDSCAPING PLANS ON FILE WITH THE CITY OF RENTON MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS, AND RESTRICTIONS, KNOWN AS FLOW CONTROL BEST MANAGEMENT PRACTICES ("BMP-), SHOWN ON THE DRAINAGE STUDY AND PLANS NO. R-368102 ON FILE WITHIN THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND STREET WITH THE CITY OF RENTON TREES ARE TO BE MAINTAINED BY EACH INDIVIDUAL LOT OWNER. 18. SINGLE FAMILY RESIDENCES AND OTHER IMPROVEMENTS CONSTRUCTED ON THE LOTS CREATED BY THIS 14) THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING, ANDREPAIRING THE STORMWATER MANAGEMENT DEVICES, FEATURES, PATHWAYS, LIMITS, AND RESTRICTIONS, KNOWN SUBDIVISION MUST IMPLEMENT THE FLOW CONTROL BEST MANAGEMENT PRACTICES STIPULATED IN THE APPROVED AS FLOW CONTROL BEST MANAGEMENT PRACTICES ("BMP CONTAINED ON SAID PRIVATE PROPERTY AND ARE DRAINAGE STUDY AND PLANS N0, R-368102 ON FILE WITH THE CITY OF RENTON AND AS LISTED IN THE TABLE BELOW AS WELL AS ANY DECLARATION OF COVENANTS AND GRANTS OF EASEMENT RECORDED HEREON. HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS OR PERMISSION FROM THE CITY OF RENTON PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATED DRAINAGE FACILITIES (SUCH AS RAN GARDENS, ETC.) 19, ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS "PRIVATE" ARE HEREBY GRANTED AND CONVEYED OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES AND/OR DESIGNATED FLOW PATHS CONTAINED WITHIN THE PRIVATE PROPERTY, THIS COVENANT SHALL RUN WITH THE LAND AND TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, FOR THE PURPOSES OF CONVEYING, STORING, MANAGING BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR PURPOSES OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE: EXCEPT FOR THOSE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY COVENANTS OWNER(S). ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAINAGE OUTLET, UNLESS OTHERWISE APPROVED, AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION, THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-03.DWG 00769 CITY OF RENTON PLAT 138.00 PAGE -004 OF 005 VOL 269 PG 017 KING2COUNTY,2015 WA2 , Uj SURVEY INSTRUMENTATION: Z � SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT U? � ( ami UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: D w z 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS 6 c = I AS REQUIRED BY WAC -332-130-100. N �Zv Jo 0o z CL Lq z LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS, O F M TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST L> x 3 PROCESSING PROCEDURES. zz"+V PROCEDURE USED • FIELD TRAVERSE WITH ACCURACY MEETING OR fR,EXCEEDING THE REQUIREMENTS OF VIAC-332-130-090 wvwiV) Cr�� ooms Z=N rrot U�3o N 882051 W 2611,35'(R1) N 88 19 50„ W 2611.22'(ESM) 910 1324,65' _ 1 - �\ — 1324.65' \ wco �1I11 to to N 88'20'010” W 2649.32'(RS) ) 0") N 88'20'02" W 2649.40'(R2, R3) o(D ON z 10 ►per ! FOUND CASED CONCRETE MONUMENT WITH 15 BRASS CAP WITH PUNCH IN JANUARY OF 2014 T FOUND SURFACE BRASS CAP STAMPED CONSULTING ENGINE WITH PUNCH IN JANUARY OF 2014 �� ro O 33400 8th Avenue S. Sulte 205 ,p�lez Federal Way, WA 98003 Even °NazLnr� www'esmcivil,com Civil Engineering Land Surveying Lon Public Works Project Management Lon \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-04,DWG JOB NO. 258-045-014-0002 DATE: 2014-' DRAWN: CAF RFG SHEET 4 OF 777 70L.7 LUA14-000591 PIPER'S B L. U F F LND-10-0496 A PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON FILE NO. LUA14-000591 LEGEND ESM TO SET CASED CONCRETE MONUMENT WITH BRASS CAP STAMPED: IS 44925" UPON COMPLETION OF CONSTRUCTION 0 ESM FOUND CASED 4" X 4" CONCRETE MONUMENT WITH BRASS CAP STAMPED: IS 37555" IN JANUARY OF 2014 IN JANUARY OF 2014, FOUND 6" X 6" DAMAGED R1 CONCRETE MONUMENT. TOP HAS BEEN BROKEN OFF RECORD OF SURVEY - RECORDING NO. 2007082890010 AND MONUMENT LEANS TO THE NORTH, POSITION R2 PLAT OF BROOKEFIELD NORTH -RECORDING NO. 20121005000427 RESTORED USING PUBLISHED WGS COORDINATE VALUES AND RELATIONSHIP TO OTHER FOUND R3 PLAT OF BROOKEFlELD II -RECORDING N0. 20041105000381 SECTION MONUMENTS SHOWN HEREON, DAMAGED MONUMENT IS N 0.2' E 0.0' OF NORTH QUARTER CORNER AS ESTABLISHED FOR THIS SURVEY, UJ\F-)L./-\ f J"J✓JJ ' N N 88'12'11" W 2644.72'(ESM, R1) "3 661,18' -� 661,18' N 88'12'17" W 2644.82'(R2) 2644,83'(R3) 101 ' _ 1322.36' 30B -3 2 !, W1/3 E23 I (�</ to 1t Z N' o� SITE w a n CITY OF RENTON CONTROL MONUMENT 1845 LUFOUND - - CASED CONCRETE MONUMENT WITH way1" BRONZE PLUG WITH PUNCH IN JANUARY , w\ J A I�OF IN 2014 n rn z Q 88'13'08" W 661,32' 0 o `� 1-'L1�T OF DGc�JC1rF11✓LD J�1CUF71�1 z M F2�C: NO, 20121UU�000427_�I =v FL c)F 1 FOUND MONUMENT --------- 1!4 FJF�07CJJ•C8FJI~LD JJ ` N.E. 11TH COURT n IS ON SUBDIVISION I UNE \ f'LA-? 6P' FSPiO6X< F'] LD 11 i fi31~C.N07. 2004 J -JO woos 3 1 \ \ N 88'14'06" W .661:47' \ N 88'14'06" W 661,47' 1 N I I M I FOUND MONUMENT IS ON SUBDIVISION LINE I a � I Cq of to O w 0 n N N a t �p N p I SCALE: 1" = 200' N M cOv FOUND MONUMENT o IS W 0.1' OF SUBDIVISION I ro } N ., LINE z 200' N 100' 0 200' 400' co MN �i _ I N 661,7 V N N V Z _-.^ — .-._ _� --_ --_. �_ --- -_. _- -�t 1323.51' �\ N N w w I N 88'16'01" W7.01' - — --� w w W Ln I N O N 10 O b 0,^ O O •t n O O O V/ z z p O z z Q < Z ( m Uj SURVEY INSTRUMENTATION: Z � SURVEYING PERFORMED IN CONJUNCTION WITH THIS SURVEY DOCUMENT U? � ( ami UTILIZED ALL OR A PORTION OF THE FOLLOWING EQUIPMENT: D w z 10" TOTAL STATION MAINTAINED TO MANUFACTURER'S SPECIFICATIONS 6 c = I AS REQUIRED BY WAC -332-130-100. N �Zv Jo 0o z CL Lq z LEICA SYSTEM 500, REAL TIME KINEMATIC (RTK) GPS, O F M TOPCON HIPERLITE/PLUS, RAPID STATIC GPS UTILIZING OPUS POST L> x 3 PROCESSING PROCEDURES. zz"+V PROCEDURE USED • FIELD TRAVERSE WITH ACCURACY MEETING OR fR,EXCEEDING THE REQUIREMENTS OF VIAC-332-130-090 wvwiV) Cr�� ooms Z=N rrot U�3o N 882051 W 2611,35'(R1) N 88 19 50„ W 2611.22'(ESM) 910 1324,65' _ 1 - �\ — 1324.65' \ wco �1I11 to to N 88'20'010” W 2649.32'(RS) ) 0") N 88'20'02" W 2649.40'(R2, R3) o(D ON z 10 ►per ! FOUND CASED CONCRETE MONUMENT WITH 15 BRASS CAP WITH PUNCH IN JANUARY OF 2014 T FOUND SURFACE BRASS CAP STAMPED CONSULTING ENGINE WITH PUNCH IN JANUARY OF 2014 �� ro O 33400 8th Avenue S. Sulte 205 ,p�lez Federal Way, WA 98003 Even °NazLnr� www'esmcivil,com Civil Engineering Land Surveying Lon Public Works Project Management Lon \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-04,DWG JOB NO. 258-045-014-0002 DATE: 2014-' DRAWN: CAF RFG SHEET 4 OF 11110IN1111100769 CITY OF PENTON PLAT 138.00 PAGE -005 OF 005 VOL 269 PG 017 KING2COUNTY14Wp2 VOL. LUA14-000591 PIPER'S BLUFF Z (pq O ZY LND-10-0496 A PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF PENTON FILE NO I HA14-000591 n G LEEND ESM TO SET CASED CONCRETE MONUMENT WITH BRASS CAP STAMPED: "LS 44925" UPON COMPLETION OF CONSTRUCTION 0 ESM FOUND CASED 4" X 4" CONCRETE MONUMENT WITH BRASS CAP STAMPED; "LS 37555" IN JANUARY OF 2014 F EASEMENT PROVISION NUMBER AS SHOWN ON SHEET 3 O EXCEPTION NUMBER FROM TITLE REPORT AS SHOWN ON SHEET 2 0 NOTE NUMBER AS SHOWN ON SHEET 3 PSDE PRIVATE STORM DRAINAGE EASEMENT NGPE *1 NATIVE GROWTH PROTECTION EASEMENT - STREAM AND WETLAND PRESERVATION TRACT NGPE *2 NATIVE GROWTH PROTECTION EASEMENT - TREE PRESERVATION TRACT NOTE: SCALE: 1 " = 50' S EASEMENT SEE NOTE 9 ON PAGE 3 FOR 0411001661 DESCRIPTION OF SET O15'INGRESS AND EGRESS EASEMENT O 15' TEMPORARY CONSTRUCTION EASEMENT MONUMENTS FOR LOT CORNERS 50' 25' 0 50' 100' 5 - RECORDING NO. 20130411001659 - RECORDING NO, 20130411001662 AND NORTH LINE OF THE NE 1/4 Q15' TEMPORARY CONSTRUCTION EASEMENT OF SECTION 10 - RECORDING NO. 20130411001660 - CENTERLINE OF ELECTRIC TRANSMISSION O DEDICATED RIGHT OF WAY SYSTEM EASEMENT -PEC. N0, 1254827 ROAD AND UTILITIES EASEMENT - RECORDING NO. ,0ISdt1zZC001T�!_ NO WIDTH IS SPECIFIED IN DOCUMENT - RECORDING NO. 'UIS-OG�ZZAOo'�-Y� UJNPJ- A r-rED 30' POWER EASEMENT / N 88'12'11" W 2644.72' 2� ROAD AND UTILITIES EASEMENT -RECORDING N0. 3120989 661,18' n - RECORDING N0. �r7���H2Z000� AND -- '� 30' GAS EASEMENT O 3 �3p,p1' �� 4.50' __o _ �1 - RECORDING N0. 5137546 \ N N 88'1 -� 1 - o - - 661,18' -` 10 2' 1 1 " W 631,18' N ` ¢ ' - - --1 1322.3 s' 30.0 - - - 416 90' ' �'� �- N M N 88'12'11" W 446,91' 56,13 �% 2 468,85 106,20' �c g, 1' t---= _ NE 12TH STREET N �� �c�� to 11 g 44.58' 51.14' _=_------ -_ --- _ \ \ a'' \`�y�w�' \ \ G - � -51.14' - - "' -5L9 51-14' ------ --- V` 51.14' 51.14' - ---- -7 25' STRUCTURE RESTRICTION 51.14' 55.19' oA o a -- RECORDING N0, 20 v Z 2 �- -� Fr_� s FOUND REBAR AND 30' w -+ U w ;� w - : - N1 CAP STAMPED: "CRONES -- TRAC 0 W 0 W c N w w w _- -_-__ f __.-_ - LS 29537" 1.0' UP IN LU o N o0 ai w N $ LU TREE ROOT BASE 1 i� 2 o N 00 N 00 0 000 0 00 o I NGPE * 1 ` \ Z Mi 3 4 N 00 Z \" E2.7'OFUNE i� o o rj N o• H I (5376 S.F.) o i� 6 N� 10,733 S.F. 111 ,n (5261 S.F.) 0 (4526 S.F.) o (4526 S.F.) o o 7 w N 22.5' 22.5' ( ) y w o 0 0 (4526 S,F,)b (4526 S.F.)o 4526 S.F, o oao I 2 Z z t.o' z o 0 0( )'00 (4526 S.F,)pm N sslz'n" w n W � -� M o z z o I 85.79' I U I g w z z TRACT A ui w NI88'12'17" W z 0 0 0 N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N�PSDEa I. JQ I w Q z a 51.14' Q 10 [L D DRAINAGE/UTILITIES 2 �V ����Ft o _ _ vi 20,711 S.F. P N Q RO I 60,03 L _ - _ - 51,14' 51_14' 51.14' vi I No o I ( ) (y G �� z CV I - - _ - 51_14' - -51.14' J 9 Q b 0 0 1 10 �o �5 G� 5G Ltj w z Q o --►I w 15 j w w d (4547 S.F.) Ii' C) 0 ^ O❑ oma• �� �t o b � I w IT 10' ((���"1,0 w w M o z o�� w O N 0 0 o PSDE i_l0 d o * o m N 88'12'17" W o f• N M N i11 N 1M N m 0 rn O O I M "'" �' w�0 C Z I 17 1. a 13 N 12 1 1 1 w 85.79' _' TRACT D W -1 3 0 _ (5357 S.F.) ob rn 16 0 15 $ °' 14 (4602 S.F.) o (4602 S.F.)'000 (4602 S.F,) N o 22.5' 22,5' I JOINT USE DRIVEWAY �cP N [� z z (4602 S.F.)' (4602 S.F.) z (4602 S.F.) z z z o 10 jl (1060 S.F.) Vim, 4 ��+ o N I ��✓ _ o o (4814 S.F.) ® w p 61 45.46' -r- �h �l 10' UTILITIES[]E]@,,., 9 - _ - 51.14' - 51,14 _ 51,14' 51.14 51,14 z G v EASEMENT ❑a 21 o - - - ---- -51.14' 4_4.09�� no z M G o mm NE 11TH PLACE _ EASEMENT ❑'- /,P� (A -_ L3 N 89'01'09" W o'M / FOUND 1" IRON PIPE M 30.0` - _ - ^p 113.22' z-- AND CAP STAMPED: n 410.31' r, N N 88'12'17" W 440.3Z' G C74 00 37' 60.66' } H&AI LS 15656" w in N G1 44.58'- _51.21' 51.21' - ~ N A C13 N /R_ 50.Oi� E 0, 1' OF LINE 51,21' 0 9 I S - 15' o _ ^ 51.22' 51.22' 51.23' 42.31' CS �� ro ��F TRACT C EAWATER SEMENT 0 0 0 ,� rn w 17! w w b w w Uj Inw m ^ ^ NGPE *1 z I 1 8 N N °° N o is O rn 00 , w _c0v ^ w w (6997 S.F.) N r 19 ^ 20 N N N n O n O pp n rn c r` M 21 22 0 23 0 24 0 0 1 N 28 N 301 I\ I 30I ^ I (5226 S.F.) 00 (4501 S.F.) bo (4501 S.F.) o b 25 0 26 0 27 I ,(5726 S.F.) 0 6 z (4500 S.F,) o (4501 S.F,) 00 (4500 S.F.) o (4500 S.F.) oo (4501 S.F.) o (4980 S.F.) z (4960 S.F.) o o ❑ I ^ FOUND REBAR AND z z z z o 5, o j CAP STAMPED: z z �I z I z PSDE ❑ z CORE LS 37555" 30.01 60.03' 51.21' 1.21' 51.21'151,22-- ON LINE 51.22' 51.23 51.23' 51.48'- - 126,5 50.53' 50.02' 60.73' \ SOUTH LINE OF THE N 1/2 10' UTILITIES EASEMENT 337.7' I N 88'13'08' W 631.32' / So.o' 4s,s' f --> FOUND REBAR AND OF NE 1/4 OF NW 1/4 OF. ALONG RIGHTS OF WAY 10' / 56,0' /g CAP, STAMPED: NE 1/4 OF SECTION 10 7 (TYPICAL) SOUTH LINE OF THE 15' OFJ PSDE ❑ / � "DRS LS 37555" N 88'13'08" W 661.32' 12 ❑� 21 1 OFI/2 OF NE 1/4 TOIF N1�01/4 5 FOUND RI AND }C FOUND REBAR AND _FOUND REBAR AND N 0.1' E D.1' u_ x CAP STAMPED: ox CAP STAMPED: CAP STAMPED; M r z "DRS LS 37555" "DRS LS 37555" "DRS LS 37555 a q FOUND REBAR AND N 0.1' OF LINE ON LINE N 0.0' E 0.0' Q G_1 CAP STAMPED; FOUND REBAR AND o u�7 DRS LS 37555" FOUND REBAR AND OR Y ON LINE CAP STAMPED: CAP STAMPED: JJ 4 5DRS LS 37555" x PLAT CJF' F3F3C 0XEFJ.ELD NC),Fi rDRS L5 37555" }-1 N 0.1' OF LINE N 0.1' OF UNE L+ m FEC" N0, 2a J21aa50001121 � z Uj a -5 1 4 il 8 o � 1 I 4- a w 40, top. m TRACT A N. E. 11TH COURT _ - - TRACT A 1 2 3 4 7 CURVE IMPERVIOUS COVERAGE C)12 CURVE DELTA RADIUS LENGTH LOT # AREA IN S.F. MAX ALLOWABLE IMPERVIOUS AREA % COVERAGE LOT # AREA IN S.F. MAX ALLOWABLE IMPERVIOUS AREA % COVERAGE 1 5261 3,420 65% 16 4602 21991 65% 2 4526 2,942 65% 17 5357 3,482 65% 3 4526 2,942 657, 18 5226 3,397 65% 4 4526. 2,942 557 19 4501 2,926 659 5 4526 2,942 65% 20 4501 2,926 65% 6 4526 2,942 65% 21. 4500 2;925 65% 7 4526 2,942 657. 22 4501 2,92,6. 65% 8 5376 3,494 65% 23 4500 2,925 657. 9 4547 2,955 65% 24 4500 2,925 657. 10 4814 3,129 65% 25 4501 2,926 65% 11 4602 2,991 657. 26 4980 3,237 657 12 4602 2,991 65% 27 4960 3,224 65% 13 4602 2,991 65% 28 5726 3,722 657 14 15 4602 4602 2,991 2,991 657. 65% O 15' INGRESS AND EGRES -RECORDING N0, 2013 AND n G LEEND ESM TO SET CASED CONCRETE MONUMENT WITH BRASS CAP STAMPED: "LS 44925" UPON COMPLETION OF CONSTRUCTION 0 ESM FOUND CASED 4" X 4" CONCRETE MONUMENT WITH BRASS CAP STAMPED; "LS 37555" IN JANUARY OF 2014 F EASEMENT PROVISION NUMBER AS SHOWN ON SHEET 3 O EXCEPTION NUMBER FROM TITLE REPORT AS SHOWN ON SHEET 2 0 NOTE NUMBER AS SHOWN ON SHEET 3 PSDE PRIVATE STORM DRAINAGE EASEMENT NGPE *1 NATIVE GROWTH PROTECTION EASEMENT - STREAM AND WETLAND PRESERVATION TRACT NGPE *2 NATIVE GROWTH PROTECTION EASEMENT - TREE PRESERVATION TRACT NOTE: SCALE: 1 " = 50' S EASEMENT SEE NOTE 9 ON PAGE 3 FOR 0411001661 DESCRIPTION OF SET O15'INGRESS AND EGRESS EASEMENT O 15' TEMPORARY CONSTRUCTION EASEMENT MONUMENTS FOR LOT CORNERS 50' 25' 0 50' 100' 5 - RECORDING NO. 20130411001659 - RECORDING NO, 20130411001662 AND NORTH LINE OF THE NE 1/4 Q15' TEMPORARY CONSTRUCTION EASEMENT OF SECTION 10 - RECORDING NO. 20130411001660 - CENTERLINE OF ELECTRIC TRANSMISSION O DEDICATED RIGHT OF WAY SYSTEM EASEMENT -PEC. N0, 1254827 ROAD AND UTILITIES EASEMENT - RECORDING NO. ,0ISdt1zZC001T�!_ NO WIDTH IS SPECIFIED IN DOCUMENT - RECORDING NO. 'UIS-OG�ZZAOo'�-Y� UJNPJ- A r-rED 30' POWER EASEMENT / N 88'12'11" W 2644.72' 2� ROAD AND UTILITIES EASEMENT -RECORDING N0. 3120989 661,18' n - RECORDING N0. �r7���H2Z000� AND -- '� 30' GAS EASEMENT O 3 �3p,p1' �� 4.50' __o _ �1 - RECORDING N0. 5137546 \ N N 88'1 -� 1 - o - - 661,18' -` 10 2' 1 1 " W 631,18' N ` ¢ ' - - --1 1322.3 s' 30.0 - - - 416 90' ' �'� �- N M N 88'12'11" W 446,91' 56,13 �% 2 468,85 106,20' �c g, 1' t---= _ NE 12TH STREET N �� �c�� to 11 g 44.58' 51.14' _=_------ -_ --- _ \ \ a'' \`�y�w�' \ \ G - � -51.14' - - "' -5L9 51-14' ------ --- V` 51.14' 51.14' - ---- -7 25' STRUCTURE RESTRICTION 51.14' 55.19' oA o a -- RECORDING N0, 20 v Z 2 �- -� Fr_� s FOUND REBAR AND 30' w -+ U w ;� w - : - N1 CAP STAMPED: "CRONES -- TRAC 0 W 0 W c N w w w _- -_-__ f __.-_ - LS 29537" 1.0' UP IN LU o N o0 ai w N $ LU TREE ROOT BASE 1 i� 2 o N 00 N 00 0 000 0 00 o I NGPE * 1 ` \ Z Mi 3 4 N 00 Z \" E2.7'OFUNE i� o o rj N o• H I (5376 S.F.) o i� 6 N� 10,733 S.F. 111 ,n (5261 S.F.) 0 (4526 S.F.) o (4526 S.F.) o o 7 w N 22.5' 22.5' ( ) y w o 0 0 (4526 S,F,)b (4526 S.F.)o 4526 S.F, o oao I 2 Z z t.o' z o 0 0( )'00 (4526 S.F,)pm N sslz'n" w n W � -� M o z z o I 85.79' I U I g w z z TRACT A ui w NI88'12'17" W z 0 0 0 N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N 88'12'17" W N�PSDEa I. JQ I w Q z a 51.14' Q 10 [L D DRAINAGE/UTILITIES 2 �V ����Ft o _ _ vi 20,711 S.F. P N Q RO I 60,03 L _ - _ - 51,14' 51_14' 51.14' vi I No o I ( ) (y G �� z CV I - - _ - 51_14' - -51.14' J 9 Q b 0 0 1 10 �o �5 G� 5G Ltj w z Q o --►I w 15 j w w d (4547 S.F.) Ii' C) 0 ^ O❑ oma• �� �t o b � I w IT 10' ((���"1,0 w w M o z o�� w O N 0 0 o PSDE i_l0 d o * o m N 88'12'17" W o f• N M N i11 N 1M N m 0 rn O O I M "'" �' w�0 C Z I 17 1. a 13 N 12 1 1 1 w 85.79' _' TRACT D W -1 3 0 _ (5357 S.F.) ob rn 16 0 15 $ °' 14 (4602 S.F.) o (4602 S.F.)'000 (4602 S.F,) N o 22.5' 22,5' I JOINT USE DRIVEWAY �cP N [� z z (4602 S.F.)' (4602 S.F.) z (4602 S.F.) z z z o 10 jl (1060 S.F.) Vim, 4 ��+ o N I ��✓ _ o o (4814 S.F.) ® w p 61 45.46' -r- �h �l 10' UTILITIES[]E]@,,., 9 - _ - 51.14' - 51,14 _ 51,14' 51.14 51,14 z G v EASEMENT ❑a 21 o - - - ---- -51.14' 4_4.09�� no z M G o mm NE 11TH PLACE _ EASEMENT ❑'- /,P� (A -_ L3 N 89'01'09" W o'M / FOUND 1" IRON PIPE M 30.0` - _ - ^p 113.22' z-- AND CAP STAMPED: n 410.31' r, N N 88'12'17" W 440.3Z' G C74 00 37' 60.66' } H&AI LS 15656" w in N G1 44.58'- _51.21' 51.21' - ~ N A C13 N /R_ 50.Oi� E 0, 1' OF LINE 51,21' 0 9 I S - 15' o _ ^ 51.22' 51.22' 51.23' 42.31' CS �� ro ��F TRACT C EAWATER SEMENT 0 0 0 ,� rn w 17! w w b w w Uj Inw m ^ ^ NGPE *1 z I 1 8 N N °° N o is O rn 00 , w _c0v ^ w w (6997 S.F.) N r 19 ^ 20 N N N n O n O pp n rn c r` M 21 22 0 23 0 24 0 0 1 N 28 N 301 I\ I 30I ^ I (5226 S.F.) 00 (4501 S.F.) bo (4501 S.F.) o b 25 0 26 0 27 I ,(5726 S.F.) 0 6 z (4500 S.F,) o (4501 S.F,) 00 (4500 S.F.) o (4500 S.F.) oo (4501 S.F.) o (4980 S.F.) z (4960 S.F.) o o ❑ I ^ FOUND REBAR AND z z z z o 5, o j CAP STAMPED: z z �I z I z PSDE ❑ z CORE LS 37555" 30.01 60.03' 51.21' 1.21' 51.21'151,22-- ON LINE 51.22' 51.23 51.23' 51.48'- - 126,5 50.53' 50.02' 60.73' \ SOUTH LINE OF THE N 1/2 10' UTILITIES EASEMENT 337.7' I N 88'13'08' W 631.32' / So.o' 4s,s' f --> FOUND REBAR AND OF NE 1/4 OF NW 1/4 OF. ALONG RIGHTS OF WAY 10' / 56,0' /g CAP, STAMPED: NE 1/4 OF SECTION 10 7 (TYPICAL) SOUTH LINE OF THE 15' OFJ PSDE ❑ / � "DRS LS 37555" N 88'13'08" W 661.32' 12 ❑� 21 1 OFI/2 OF NE 1/4 TOIF N1�01/4 5 FOUND RI AND }C FOUND REBAR AND _FOUND REBAR AND N 0.1' E D.1' u_ x CAP STAMPED: ox CAP STAMPED: CAP STAMPED; M r z "DRS LS 37555" "DRS LS 37555" "DRS LS 37555 a q FOUND REBAR AND N 0.1' OF LINE ON LINE N 0.0' E 0.0' Q G_1 CAP STAMPED; FOUND REBAR AND o u�7 DRS LS 37555" FOUND REBAR AND OR Y ON LINE CAP STAMPED: CAP STAMPED: JJ 4 5DRS LS 37555" x PLAT CJF' F3F3C 0XEFJ.ELD NC),Fi rDRS L5 37555" }-1 N 0.1' OF LINE N 0.1' OF UNE L+ m FEC" N0, 2a J21aa50001121 � z Uj a -5 1 4 il 8 o � 1 I 4- a w 40, top. m TRACT A N. E. 11TH COURT _ - - TRACT A 1 2 3 4 7 \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-05•DWG ' JOB NO. 258-045-014-0002 DATE: 2015-04-01 DRAWN: CAF RFG SHEET 5 OF 5 CURVE TABLE C)12 CURVE DELTA RADIUS LENGTH C1 91'40'23" 63.00 100.80 C2 88'19'31" 60.00 92.49 C3 91'40'29" 15.00 24.00 C4 88'19'31" 31.50 48.56 C5 91'40'23" 40.50 64.80 C6 88'19'37" 15.00 23.12 C7 1 91'40'23" 15.00 24.00 C8 05'58'45" 85.50 8.92 C9 38'17'42" 85.50 57.15 C10 14'47'20" 85.50 22,07 C11 32'36'36" 85.50 48.66 C12 48'20'50" 85,98 72.55 013 37'36'12" 62,00 40,69 C14 37'36'12" 40.00 26.25 \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-05•DWG ' JOB NO. 258-045-014-0002 DATE: 2015-04-01 DRAWN: CAF RFG SHEET 5 OF 5 PLAT dF F`F?00XZF"19LD 11 C)12 D SEC, N0, 20041105aaa3e-j 10 11 RADIAL BEARINGS R1 N 04'11'02" W 9 ENGINEERS L L C R3 N 57'16'04"0 6'04" w �' r ��'L' 33400 8th Avenue S R4 N 41'4630" E � LINE TABLE x Sults 205 6 Federal Way, WA 98003 FEEft� WAY 425) 298-9900 LINE BEARING LENGTH N 51'24'57" W 12.76' uers�,�p �1GISCE>` www,esmciVII.com L1 L2 N 89'01'09' W 2.88' GAALL Civil Engineering Land Surveying Land Planning L3 N 89'01'09" W 2.55 Public Works Project Management Landscape Architecture L4 N 51'24'57" W 12,17' \\ESM8\ENGR\ESM-JOBS\258\045\013\SURVEY PLOTS\FP-05•DWG ' JOB NO. 258-045-014-0002 DATE: 2015-04-01 DRAWN: CAF RFG SHEET 5 OF 5 1-1 L 20'-0'' f !r 114('/L� 72 1 < STATE OF WASHINGTON D AfIH ECT LAND WETL CRE 0. 5' ,3.5' � ��/��IT SC�I�b1� PONWCAI NAW COMMON HAW QUANTIfY 51z� co 1�1�� �I � I I I ' 21- ;_;, CERTIFICATE R'Ti ' �I CA"�" ENo­"� 7 4 V) , W LLJ C) cl- ry cn Ui Ld �2 IPF MAW 5 pi C,4 I I U) N c,4 U I I I Vt 5 C14 Acer plat, x trun, Womociian 5un5ct' red Maple 1 2 Cal Full and Mabchinq/ Poplacernent free ------- - ----- Corcidiphillum japonicurn r\at5ura 0 2 Cal Full and Makhoci/ replacement free Pqru5 calleridara 'Fed9pireFlowerinq Pear 2" 2 Cal Full and Makhincj/ P\epla6emeH, free P5eUjot-Iuqa rnenzio5ll Poucila5 Fir 62 Cal Full and Mat,--hinq/ Foplacement free -phuja pli6ata Wo5tern Ped Cedar 64 2 fA Full and Matchinci/ free %IraK japonica japanc��o 511owbell 24 2 Cal Full and Matchinq/ koplacefflog free 211 PTPLACFM�N FFQUlPFP, 211 ROVIPFP 26 TOT& LOf5 X 2 LOT MINIMUM PWUIP\P 56 -IIFT%5 PP\OVIP�p 11,\ N 5HPIV5 and ROUNP COM, - IOU r-tiony-riu5 fcrtunoi Twerald �Uofiqmus ?52 1 qal Full and Ma�chimcj 'P\ockro5o, 18 1 gal Full and Matching 5emporviren5 13lue Oat Grass 1 dal Full and makhincj ILI Maiden (-Ara55 I qal Full and MatChinq y �-uorqmu- alatu- 'Compacta' Pw F, I,' 3urninq bush 1 qal Full and mate--hinq ........ . . _N( uva-ur5i 1,2x7 `T pot Plant. ',50'' arcenter P\ubu5 pentalobu�, bramble i'1�0 pub Plait 150'' on -center z -0 0 --) U J o Ljj > CEDAR }I ..i I �� a '` 1 r 7 - r. R fR I j 11F IR jra 651.1 J I - t , , l _ + ifrT �t 1r .... _.. ,.- ... - - ... 1 CEPA !t , r 'R l I , i ( Il , ii I I ' I ti, ! !'" f.EC7D, , • F 7 • —WETLANDS NDS r -- ''' Cl* a , t ? . . r _ r P c.C10. r" :r E(' 0. go. {.!t e �8.. "EDAji 0.5' DEEP J qtc - I I� Ij i' '..1, ��`i t ",.r.�r �Lr,..'-t_�, o-' .h,l y F' r',sl - - �1•N.t"• /' `., 3.3-1i WIDE (-,1 78" DEclo. 7 p. ! r -. - II � _ _ ...,. •,! rCrcY �€ ', .r'F{an ,�- ,,, _ FCfD, i "M r/ Q. \ 54 m CID, z .. 7R�i i i_I E -�� r t e� �—�`ti. Ir[ EEi -� , 1 DECGr (t .,.t;, •. _ C EC;0. " r ON DF_CrC. r, _ a a L E'�'r' .,�I!q CEn.-,.'. I. i,€ ...i ✓,i ll" -•. ,-C7 - r ", i LEIW" " ),.CID, r,f •( EK;aF'R 2 -CIP.. ., l� (, I "l.j()�� I t V I s` E, CO. / DEC10. Lw F. r,� ( r 1( l4 ;1 EDCID. , 4 X-41 ��r,., cCr;D. ,4, , �n€�',� - / 24" Ii�'er Xz ci7Cll-: 1 i E - ` _.. .. ,t CEI.!r•;, '-.`- mac!':-' , , _ t , ) +i :r7. a.. . .... - i, • 1' " DEClD. , ..� CECI(!. a,4r. cV '`,. '// ; 8" F,r; r40 Fir? r rr EDAR /j- ,•, c , c .r s. ! I i I• s - M / "0.. ,lf,, .•' �1 �` // - C U ; 7' ?l? ar'J 7fl" FNS F0 E� IL A f! , f t r h IE. - I , f'r. (..lti. t • , /r._ ffF'. a *",l{,r 8. DFCtJ. .I • � ,� ,c ,) ... - .. � � f7' IF,CIL�• , " 1 `C1G. = -'•. F• r � � 7 , e`f,'aFr fr ';!r ' r- III I .. , _ _ ( _ y ,. yE ci l s _ I { , r -r X1, Cl., CLiAri FO' (ID�' FIR � I } r x �F,I,E' _ i A n t'� C t � -J} DEGtD � DECK _ �,,-L `r_. r!• Pcr,n. IECID. X�"DFr.6 FW Io I 1 Irl (D� QGlD )i,TL).. D CID"I t7 DE rD. 12 CID. .t v a: D CIp 7 . UFCrr 1 ]{ (; 30' i 24 SCID. %cla IO !� EDAR Y lr '' ♦� ` '"` .d, ^.� x \� •-- �4 't • ; r i I f i p t._..- >� DECrD. FIR t2 DECID. ECID. II a"b CID, r r CONC. BLOCK WALL - i 3i7.t)t s r- CID. q 't G0.,11EC/D. CONTINUES SE f r I I E� D. 631,34'!. ; - _ 5/ 1 1^! E *v , , i INVNI-OXY 5C/ALF III - 40' -QI I - ll_plll�F INVNfop\y L�6�Np 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. I` � �3� TO �� ������p 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR m REMOVE BINDING TWINE & TOP IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 1 I !i�� W��I II� �Vvt�,I N C,I�f. 3. CONTRACTOR SHALL MAIN -FAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. ^/ I fo P� ff mov�p 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS \` FERTILIZER TABLETS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON � -----RDC}T DEFLECTpR Forz TREES ' Z THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. Z i* 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL, 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. ,si.ii{ 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH ACRO TRANSPLANT FERTILIZER 4-2--2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY I-- REPLACEMENTS MADE AT ONCE. A. GENERAL; ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL Gi PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS niQ SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL. BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. ce STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 2" MA) SPECIFIED TREE STAKE(S) -- INSTALL "TREE BOOT" OR- "ARBORGARD" IN LAWN AREAS. W fY PLANT TREE 1'-2" HIGHER --- THAN IN NURSERY WATERING BASIN RGpT DEFLECR FOR TREES—,' -7 i ADJACENT 70 SITODEWALKS SPECIFIED PLANTING SOIL UNDISTURBED GROUND - 12" MIN. FOR 'HOOD -- - STAPLE TREE REINFORCED R R H S UBBE HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL STAKE & 18 FOR REBAR ` 2x R!?OiBALL _ WIDTH�— Ifd HEAVY SOILS, AUGER a"x6' DEEP I HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE r00TBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE ` PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, — - SEE DETAIL ABOVE { m REMOVE BINDING TWINE & TOP 1/3 OF BURLAP, 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10--5) � -----RDC}T DEFLECTpR Forz TREES ' Z ADJACENT TO SIDEWALKS . SCARIFY PLANTING PIT Z i* t1 SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE ,si.ii{ .: ,ctl /-iF:l,•; SOIL MOUND STAKE & 18 FOR REBAR ` 2x R!?OiBALL _ WIDTH�— Ifd HEAVY SOILS, AUGER a"x6' DEEP I HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE r00TBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE t2 tvy Ld I E Cil CJ N G7 c -q le FINISH GRADE Q'- : 9 L 4 4 t ! - /`f NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM 18" MIN. '% tri, /i /y �,�i r .�r,, . - -� FIRM NATIVE SOIL MOUND 2x FOOTBALL WIDTH --.� CONIFERUOUS TREE PLANTING STAKING DETAIL NOT TO SCALE q DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13713. SCALE: AS SHOWN 01 0 40 80 160 SHEET � OF � VECU-1 NRTH 1AY IJ_ pLANNITa { m :z Z 0 Z i* t1 0.- I-- Gi niQ L11 ce t2 tvy Ld I E Cil CJ N G7 c -q le FINISH GRADE Q'- : 9 L 4 4 t ! - /`f NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM 18" MIN. '% tri, /i /y �,�i r .�r,, . - -� FIRM NATIVE SOIL MOUND 2x FOOTBALL WIDTH --.� CONIFERUOUS TREE PLANTING STAKING DETAIL NOT TO SCALE q DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13713. SCALE: AS SHOWN 01 0 40 80 160 SHEET � OF � VECU-1 NRTH 1AY IJ_ pLANNITa , , I, n3 i Gq F 60" CEDAR10 `•,, i a" CSD. 12 FIR 4 0 •••.AI,� FIR \ C i f� FIR y' 1J0„ naa°lz'� J 637 f�S -� n,.. -_ a,. ... ....., ;..,.. ,r -..c. .,.... ,.. .,. ,..._ ....... ... �f • +®•�Yrr.1.em 't,. t9 'YV R* • Ft ro, tur 1322.4 _.DA I � M z; 131 1 - - - d w , , , , r , , .x a v - WETLANDS ° n DECID. _- %<. I� t `_ %bf,�CI�D30 FlP CKEEK a- h z i+ L ' D s 4' SCID_48"'CEDAR I \ 0.5' DEEP CfD. a �. j,1: E D ID.... ' "� 3.5'-11' WIDE �,D8 Af 18 DECIDNI-E , � ? CID .�ID. ^ 8 tE i 8 DECID. �. CID. 9,„, x CID.l \ y r 8 UFCID24” DECiG:,} ` ECID. ,w--,, 8 E �V D, DECID.• z ��� 1i) HEM-- • DECID. ' �4 C A' 24" 4 h 4 ID , „ ( 410*effl G{D. ID. Yt 10 ' DEc)D'c `, �,,c �12„Fl D._CID. ,i 6 FR t 3 SDA ECID, 4' ECID �4 x ECID. " �'^ < DECID. � + 4.r< - �Fl a FOCI , � 1 ,A • .` '„ x )VID �R�F 2 r t EDC€p. �,, r CID. I • Y -ECID. ,ECICi q v b t D ,� � � i 24" l _ ( _. p. ' - r + 4" iE" C/p�.'' , p r 1 } k Ct r t �_ / HEM. t IR z ,! � r--3 �7 1 .rl , „ ; a i f q 8 QE R/�, �/`C �8 FIR i 1 ± I � 8" D cil - 4 CtD. s ��s c IEDAR ? : J -,tel / 2 y CID. r60" FlR 3 D � D. �t IE �� �t-�V D lC� 8„ ECID 0`'. D ' ., �� I' ,, } ' , • -r "' -- CID `WiR 1 FIR (5 1 F" F(R - - t3 4' S 1__X 0' E FD. _ 4^' , " l , r EC D. 1 J FIR �r 2'4'" FIR E Y t ClD„lFl?, �I DEC 12' E :* 'Cl D.1 2 ' t ' 1 't 'cDAR 8`'..f �. E'C,ID. I I - � r.' 14",FIRf ` 18 aM D 14 DC XEC0, CI ,8 Cly' it CrQA 50" DECID. si 1 C ; , 1�' � .f4” R 1'n"lFIR1. 0 ECID. ` • t 1 t , 16" FIR 00PLATTED r' , ECID" R l"AECID \ w ✓ \ t „ F!R - F( r I (2) 10'18" DECID CID. EFID 8" o , f' , I X-ECID. � w( � EL' 8" D x \ t i 2 0' ,,DECID. t 44 r J CID. D�'y7cRq2H(2iD. ° 10'" DECID. I q e , ` DECID 12'°.0/D. l 3 c� DELI £� XD��CID. DECID. .D iCJ,D ClD'`60„0” D ID. 6EDAR > 1 1 a v CID` DECID. , FIR 12a, ECID. ' 4 t f EC , JNPL YTErd at 1 0, IR' ck cro. �. 1 t /D. D ° / t 4� bCONC. BLOCK WALL I j i C 10 0EClD. '� CONTINUES SE 1 t 1 z) t >o � D. ,-, N8 1 5"W 631.54' 1 -,� � � 8 ECID. 8' 3'1 �.a �, LINE N, 15' `�,`! f�, NE.1/4, ��W,1��, NE..1/4, SEC, 10---23--`5 t � i t ti 4 INVCNfop\,y rr�r NV�NTOPI\,y L�6cNp NPCAI, 0�F TO P� F\M Nib t T \i (WITH by 19(,M 5HOWN) Al vCAS A f0 �� P� MOV � b LANP5CAP� N0�5 1 . CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON—CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. ROTOTILL INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. FINISH GRADE 2" SPECIFIED TREE STAKE(S)— INSTALL TAKE(S)—INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. w (�' w PLANT TREE 1 "-2" HIGHER — N a THAN IN NURSERY a WATERING BASIN ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SPECIFIED PLANTING SOIL - UNDISTURBED GROUND — 12" MIN. FOR WOOD — STAKES & 18" FOR REBAR � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERTIFICATE No. 774 STAPLE TREE L REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE & WIRE TIES, SEE DETAIL ABOVE REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM -20-10-5) ROOT DEFLECTOR FOR TREES ADJACENT TO SIDEWALKS SCARIFY PLANTING PIT SIDES AND BOTTOM 6" DEEP, FIRM, NATIVE SOIL MOUND 2x ROOTBALL WIDTH—IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL_ NOT TO SCALE STAPLE REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES OR APPROVED EQUAL DETAIL PRUNE DISEASED AND BROKEN BRANCHES HOSE AND WIRE TIES, SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE RECENED mm 2 M4 cfTY OfP4,10410m PLANNING DIVISION e O c z z w o � Vl U O J V) z O=� C� I - u CL J F U Ll J 0 � 0 W rn af " CD CV 0 CD CXJ O k622i; F t JMV DRAFTING BY: JMV DATE: 1-13-13 t Q �S1 0 \ \ {r 1 4cz -� _K5 1 y mm �'C Ctil *E O DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 � Q O DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 SCALE: AS SHOWN L-01 160 SHEET 1 OF 3 LANP5CAP�PLAN 1'�F- 0 20 � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERTIFICATE No. 774 mI ill rl)Ir.-) lime v - f -' > 0 z DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 SCALE: AS SHOWN c� s k �s kA 1 y s r V � L v - f -' > 0 z DESIGNER: JMV DRAFTING BY: v 0 z DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 SCALE: AS SHOWN O —� v z RECEIVED MAY 2 ?014 CATY 10F RENTONJ PLANNING DIVISION 0 z DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 SCALE: AS SHOWN :s SHEET 2 OF 3 I ,t ;7—VVEJL CRE 0.5' \ 3.5' V. 4 " CEO,, i a.— 74' L 7 tl 24"'Fj �tx t t .t z tt tt xt S � 1 1 t � Q STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT JEFF M. VARLEY CERTIFICATE No. 774 PLANT 5CH�Pl� �OTANICA, NAME COMMON NAME QUANTITY SIZE pF'MPJ?K5 1W�5 34 1 qal Full and Matchinq Pockrose 18 Acer plat, x trun 'Norwegian Sunset' Ped Maple 5 211 cal Full and Matching/ Peplacement free Cercidiphglum japonicum Katsura �2 211 cal Full and Matchinq/ Peplacement Tree Pgrus call ergana Pedspire' Flowering Pear 24 211 cal Full and Matchinq/ Peplacement free Pseudotsuga menziesii bouglas Fir 59 211 cal Full and Matching/ Peplacement free fhuja plicata Western Ped Cedar 60 211 cal Full and Matchinq/ Peplacement "free 5tgrax japonica Japanese 5nowbell 19 211 cal Full and Matching/ Peplacement free Acer circinatum Vine Maple 12 211 cal Full and Matching/ Peplacement free 211 PFPbACWFNT 1WF5 PFQUIP\ bV 211 PPOVIPFP 28 f0fAL 0f5 X 2LOT MINIMUM - �6 V" 1F 5 PFQUIPFb 56 TPFFS PPOVIbFb 5HP\05 and 20UNP CMF �u Fuon�mus fortunei ' Fmerald 6aietq l PP Cistus hgbridus o Hel ictotrichon sempervirens M15canthu5 sinensis Fuorgmu5 al atus 'Compacta' Arctosta h Ilos uva-ursi Pubus pentalobus Fuongrnus 34 1 qal Full and Matchinq Pockrose 18 1 qal Full and Matchinq flue Oat Grass _�8 I qal Full and Matching Maiden Grass 4� 1 qal Full and Matching bwf, f uminq Bush I qal Full and Matching Kinnikinnik I,Z37 411 pot Plant �0' 1 on -center Bramble 411 pot Plant X011 on -center LMP5CAP�PLAN (T') I �� € 5ck" - 201-0" 0 20 NRTH z 0 v OJ OO z z z o�— =w O h o C/-) w w W o N V a vWi rl-)In III a0© ON O s z 9 . F j E DESIGNER: JMV DRAFTING BY: JMV DATE: 1-13-13 agCjr d P, TJ',NU DIV00N1 SCALE: AS SHOWN L-03 40 80 SHEET 3 OF 3 JEFF M. VARLEY CERTIFICATE No. 774 No {TI r) z LLJ 0 0 jjj 0 (2� -