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HomeMy WebLinkAboutLarge Format1 ,. LUA16-000071 LND10-0520 LEGAL DESCRIPTION PARCEL A: THE NORTH 677.44 FEET. OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEi:T OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH LIN~ . EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 577.44 FEET WITH THE EAST LINE OF THE WEST 1/2 OF TH.E WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3; THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE; THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 130 FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS NOS. 6468344 AND 7207120398. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487. DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES AND FURiHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, .OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. . FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED. AGREE FOR THEMSEL YES, THEIR HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON, AND ANY GOVERNMENTAL AUTHORITY, HARMLESS, INCLUDING ANY COSTS OF DEFENSE, IF ANY FROM ANY DAMAGES TO A PERSONS PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB~SURFACE WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED THE CONCORD PLACE HOMEOWNERS ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID CONCORD PLACE HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FO~ THE PLAT OF CONCORD PLACE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER .:l01Jo0_."f_t5_ru::u:L~------· IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMEm TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: ALBACORE ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY ACKNOWLEDGMENTS STATE OF WASHINGTON ) ) ss COUNTY OF _!iLtif_ _____ ) U.S. BANK NATIONAL ASSOCIATION D/B/A l(OUSING CAPITAL COMPANY fua.~ BY: L i,QC\ A. , ·:i:: ..-c_i.> '1 I" ~ ITS:~P~\ I CERTIFY. THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT f1'!c.tlA& ('~~.,..,..,{-SIGNED THIS INSTRUMENT ON OATH ST,'.lTED HE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE J:.'t/1~£4~----OF ALBACOf~E ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. SIGNATURE OF , A.L ~ Q NOTARY PUBLIC ~....!!.-. -L~ TITLE ~_a,,_.?~-------~----- MY APPOINTMENT EXPIRES -4/t...2/...i~ CONCORD PLACE A PORTION OF THE SE. 1/4 OF THE SE. 1/4 SECTION 3, TOWNSHIP 2] f\lORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON. APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT (') T'H . . .fl P~L EXAMINED, AND APPROVED THIS. -~:::fi __ DAY OF -. __ ---• 2016. ~~ ~~\fn(,i~ PUBLIC WORKS A~ TRATB,lf MAYOR PRIVATE EASEMENT PROVISIONS ---~----~--'-~-------- THE OWNERS OF THE .LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE .EASEMENT SHOWN AND THEIR SUCCESSORS AND ASSIGNS A. PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE SHOWN. THESE EASEMENTS AND CONDITIONS SI IALL BE A COVENANT RUNNING WITH. THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAll;ED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS irnTERED UPON BY THE ONE BENEFITED. THE OWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH RECORDING NO. VOL/PG SHEET 1 OF 5 CITY OF RENTON FINANCE ADMINISTRATOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON. ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. THIS S.~ DAY OF--~----• 2016. c~ FIN AN ~EADMINIRATOR KING COUNTY. FINANCE DIVISION CERTIFICATE KING COUNTY DEPARTMENT OF ASSESSMENT EXAMINED, AND APPROVED THIS _j~Tf,.DAY OF .ttf-t"'Jl_, 2016. KING COUNTY DEPARTMENT OF ASSESSMENTS W·' il50,J USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR M11trtAIN AN,Y BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER ( S) OF THE BU Rrn~HED LOT SH ALL ,NOT PLl\f:H TREES, SH RU BS OR , . . ,; \:.,;2W, '.,,., .. ·, .... ,.~.·.· .. •K .. ·,·.:. I N.·.·.G·· ... ,.·.·,, ·.·,·,,,t,·.,.?.·. '~··.··.,.·.N_·,"·'.·T··.··.Y_,., ... ,.· ... ,A SS···.·.· ... E .. ,,.-.·.·.S···,' ... ~.·.:.· .. O.,,·,.·.·,·,R.,·.· .. ·.·.,· .. ,·-. ·,· VEGETA.TION H,\\%lG DEEP ROOT PATTERNS WHIC:L! ,I.IAY,.CAU.SE DAMAGE TO OR INTERFEREt,WITH SAID . · . . , , .. UTILITIES AND/OR USES FACILITIES. ALSO THE u,,WNER(S) OF THE BURDEtlED LOT SHALL NOT DEVELOP PARCEL NO. 0323059021 OR BEAUTIFY THE EASEMENT AREAS IN SUCH A WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BENEFITED PURSUANT TO ITS REST15RATION DUTIES HEREIN. PRIVATE DRAINAGE ACCl::SS. EASEMENT ---·-----.,--------------~ THE OWNER(S) OF PRIVATE PROPERTY WITHIN Tl IIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT TllE OBLIGAIION TO CONVEY OR STORE STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR Ti;E PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS) TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF OBSERVING THAT THE OWNER(S) N!E PROPERLY OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE .OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING, AND REPAIRING 1'lE DRAl~IAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AtW ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO TILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANC.: SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHAN~il:LS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINhGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH Tl(E LAND AND IS Blt~DING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS 11\ND ASSIGNS. THE CITY OF RENTON SHALL HAVE THE RIGI!·, TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACIUTY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRi\lt~AGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S)'S COST. STATE OF WASHINGTON ) ) ss COUNTY OF -K~~---) I CERTIFY THAT I KNOW OR HAVE SATISFACTOR'/ EVIDENCE THAT __ !::2._~_A..:.~.J'ifli __ .,-SIGNED THIS INSTRUMENT ON OATH STATED. H~S Al!THORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE _l/j.c.g__r_~ .. ;g/j~~ OF U.S. BANK NATIONAL ASSOCIATION D/B/A HOUSING CAPITAL COMPANY fo BE THE FREE AMO VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. DATED _..A2_~Ll,_}__7d,Di./p._ SIGNATURE OF ff), (} .jJ QJ_ _ NOTARY PUBLIC ~_of._~~ TITLE _ __,-,d_~---------~-- MY APPOINTMENT EXPIRES -~.:_{_l:_f!i. RECORDING CERTIFICATE FILED FOR RECORD AT THE REQUEST OF ------------------• THIS _____ DAY OF ---------------, 20 ___ , AT _______ MINUTES PAST ____ M. AND RECORDED IN VOLUME ---------OF PLATS, PAGE(S) RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF CONCORD PLACE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROUND FOLLOWING THE COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY °Jl]Jl~ OF lliE PWTING REGULATIONS. STEPHEN J. SCHREI, PROFESSIONAL LAND SURVEYOR #,W::oaz~~~~~~ CERTIFICATE NO. 37555 D. R. STRONG CONSUL TING ENGINEERS 620 7TH AVENUE KIRKLAND, WASHINGTON 98033 PHONE: ( 425) 827-3063 D.R. STRONG ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com CONSUL nNG ENGINEERS PROJECT NO. 14103 -~--·---··-· LUA16-000071 LND10-0520 EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO. REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNERS COST. 1. AN EASEMENT IS HEREBY'RESERVED, GRANTED AND CONVEYED TO THE C TY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-WAY, AS SHOWN HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RE;NEW, OP':RATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 2 AND 3 IS FOR THE .BENEFIT OF LOTS 3 AND 4 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 2, 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE 10 FOOT PRiVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 6 AND 7 IS FOR THE BENEFIT OF LOTS 5 AND 6 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE F AGILITIES USED IN COMMON WITHIN SAID EASEMENT. 4. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 8 IS FOR THE BENEFIT OF LOT 9 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8 AND 9 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 11 AND 12 IS FOR THE BENEFIT OF LOTS 10 AND 11 FOR PRIVATE STORM DRAINAGE FACILITIES. TIIE OWNERS OF SAID LOTS 10, 11 AND 12 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR R£SPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE .PRIVATE DRAINAGE FACILliflES USED IN COMMON WITHIN SAID EASEMENT. 6. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE F AGILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. THE TEMPORARY TURNAROUND EASEMENT SHOWN ON LOTS 5, 6 AND 7 IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR TEMPORARY TURNAROUND FACILITIES. THE CONCORD PLACE HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID TEMPORARY TURNAROUND FACILITIES WITHIN SAID EASEMENT. THIS EASEMENT SHALL AUTOMATICALLY TERMINATE UPON THE EXTENSIONS OF THE PUBLIC RIGHT OF WAY THROUGH THE ADJOINING PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE TEMPORARY TURNAROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH THESE AREAS. 8. THE PRIVATE LANDSCAPE AND ENTRY MONUMENT EASEMENT SHOWN ON LOT 1 AND LOT 13 IS HEREBY .GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION FOR LANDSCAPING AND ENTRY MONUMENT. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING AND ENTRY MONUMENT WITHIN SAID EASEMENT. 9. THE PRIVATE RETAINING WALL AND STORM DRAINAGE EASEMENT SHOWN ON LOTS 1, 2 AND 3 IS FOR THE BENEFIT OF LOTS 2, 3 AND 4 FOR PRIVATE RETAINING WALL AND STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1, 2, 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE RETAINING WALL AND DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE RETAINING WALL AND DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 6, 7, 8, 9 AND 10 IS FOR THE BENEFIT OF LOTS 5, 6, 7, 8, AND 9 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6, 7, 8, 9 AND 10 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON TRACT NOTE A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILiTY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. · FIRE SPRINKLER REQUIREMENT I HOMES CONSTRUCTED ON LOTS 5 AND 6 ARE REQUIRE T0, 1 BE INSTALLED WITH AN APPROVED FIRE SPRINKLER SYSTEM. NOTES AND RESTRICTIONS 1. TRACT A IS A PRIVATE STORM DRAINAGE TRAC 1· AND IS HEREBY GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE. NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT. SHOULD THE CONCORD PLACE HOMEOWNERS ASSOCIATION FAIL TO PROPEF!LY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 THROUGH 13 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED . OWNERSHIP INTEREST IN TRACT A PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. A DRAINAGE EASEMENT OVER SAID TRACT IS HEREflY GRANTED AND CONVEYED TO THE CITY OF RE~HON FOR. PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT COVENANT HEREJtL THE CITY OF .RENTON IS HEREBY RESPONSIE'LE FOR ALL MAINTENANCE RESPONSIBILITIES ASSOCIATED WIT~ SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. .t 2. ALL TRAFFIC MITIGATION OR IMPACT FEES REQUli~ED BY RENTON MUNICIPAL CODE SHALL BE PAID AT THE TIME OF BUILDING PERMIT ISSUNJCE. THE FEE PAID SHALL BE IN THE AMOlJJJ! IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. CRED:T SHALL BE GIVEN FOR O~JE EXISTING HOME, CREDIT SHALL BE GIVEN TO LOT 1. RECORDING NO. VOL/PG SHEET 2 OF 5 CITY OF RENTON DRAINAGE EASEMENT COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING, STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY MCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE. EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR. PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. c) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING ~HE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN . d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE .COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-'-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. 3. THE CONCORD PLACE HOMEOWNERS ASSOCli,,TION ·WAS ESTABLISHED WITII THE WASHINGTON SECRETARY OF STATE OCTOBER 7, 2015. ALL LOTS WITHIN THIS SUBDIVISION ARE, SUBJECT TO THE COVE~ANTS, CONDITIONS AND RESTRICTIONS FOR THE CONCORD PLACE HOMEOWNERS ASSOCIATION '''' RECO,DEO UNDER KING COUNTY RECORDING NUMBER .2.o.L\c-O-\.U_':)_fl_<).{)_~4-_. 4. STREET TREES WITHIN THE PUBLIC RIGHT OF WAt SHALL BE OWNED AND MAINTAINED BY THE CONCORD PLACE HOMEOWNERS ASSOCIATION. THOS[[ TREES ON INDIVIDUAL LOTS, REQUIRED TO BE INSTALLED ACCORDING TO THE APPROVED LANDSCPrNG PLANS SHALL BE MAINTAINED BY OWNER OF ,, _ .. " :'f)''E:RECT FENcE·s IN sOci-fA WAY AS ·TO ''PREVE~f(AC:CES·s 'sY THE CITY 'oF ''REN TON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. THE LOT ON WHICH THE TREE IS LOCATED. I FLOW CONTROL BMP NOTES 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING 8ASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 50%, THUS .INCREASING THE ACTUAL ALLOWABLE BUILD-OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.) 2. BASIC DISPERSION VIA SPLASH BLOCKS HAS BErn UTILIZED FOR THIS PLAT. THIS REQUIRES 50 LF OF VEGETATED FLOW PER SPLASH BLOCK. 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH L!JT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. g) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. D.R. STRONG CONSULnNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 1TH A VENUE KIRKLAND, WA 98033 0 425.821.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 14103 LUA 16-000071 LND10-0520 SE 112TH ST ~ SE 1161H ST ~+--•,---t----,---i-----i:--.----- J SURVEYOR'S NOTES VICINITY MAP NOT TO SCALE 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. ·2578272 DATED DECEMBER 30, 2015. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2014. 3. PROPERTY AREA = 177,683± SQUARE FEET ( 4.0790± ACRES). 4. ALL DIST NJCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS 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. TITLE RESTRICTIONS 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER RECORDING NUMBER 342932. 2. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN AN EASEMENT IN FAVOR OF SPIRAL M. BOSLEY FOR A WATER LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 4934627. 3. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES EASEMENT .OYER ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7609140487. 4. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8106169002. 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT", AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8402170372. 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE", AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8604040747. 7. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 20000908900007. 8. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A MEMORANDUM OF AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20050621002061. 9. THIS SITE IS SUBJECT TO THE THE TERMS AND CONDITIONS OF AN EASEMENT AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060808001642. 10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060914001333. 11. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20140306000025. 12. THIS SITE IS SUBJECT TO THE TERMS ANO PROVISIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151008001478 AND THE MODIFICATION AND/OR AMENDMEN THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151029001392. RECORDING NO. VOL/PG CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 3 OF 5 REFERENCES 1. RECORD OF SURVEY, RECORDED u~mER RECORDING NO. 8106169002. RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF. SURVEY, RECORDED. UNDER RECORDING NO. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WINDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 225 OF PLATS, PAGES 91----93. RECORDS OF KING COUNTY, WASHINGTON. 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. 6. THE PLAT oF sTONE RIDGE. REco,·~)rn .. 1N. voL. 230 oF PLATS, PAGES 61----65. RECORDS OF i,i:,ic;"'cbLINTY, WASHINGTON. 7. THE PLAT OF SUMMERWIND DIVISIOM NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68----74. RECORDS OF KING COUNTY, WASHINGTON. 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. 9. KCSP NO. 778093, RECORDED UNDER RECODING NO. 7903290830, RECORDS OF KING COUNTY, WA:.HINGTON. 10. KCSP NO. 584163, RECORDED UNDER RECODING NO. 8709231179, RECORDS OF KING COUNTY, WASHINGTON. 11. KCSP NO. 584164, RECORDED UNDER RECODING NO. 8709231174, RECORDS OF KING COUNTY, WASHINGTON. NC>RTH GRAPHIC SCALE 0 150' 300' 600' 1 INCH = 300 FT. BASIS OF BEARINGS ND1 '25'21 "E BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTIOM CORNERS OF SECTION 3----23----5, CITY OF RENTON CONTROL POINTS 1845 AND 2097 . 3;--------'-' v---NT8:.....7...:'2::5:..:'5:.::0:_"W::_ ___ _ 1322.79' 34 35 . . _/3 \2 C.0.R. PT NO. 2097 FOUND STONE MONUMENT • ~ WITH FAINT X, DOWN 1.7', ~_;'.? IN MONUMENT CASE ~ ~ "1-. No z FOUND STONE\ MONUMENT WITH FAINT X ~CALCULATED CENTER 1322.79' 3 2 OF SECTION PER REF. 5 130'@ go·- ,,.g. @ st "1- Cl N ,..-j r-- N w ' (0 II) f" 5 z }... Ol ci r-- N w b N io f" 5 z MONUMENT WITH PUNCHED BRASS PLUG, DOWN 1.7', IN MONUMENT '° co (0 N w b:J N II) f" 5 z N io f'l 0 z / MONUMENT NOT SEARCHED FOR HELD LOCATION PER REF. 5 3 1322.36' 330.59' 330.59' C.0.R. PT NO. 1845\ FOUND CONCRETE CASE 10 N88'12'12"W 661.18' 3 / 2 10 11 SECTION SUBDIVISION PER THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262, PG'S. 55----57, REC. NO. 20130611000790, REFERENCE 5. D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT N 0. 14103 LUA16-000071 LND10-0520 w w z • ~ n w l() : > ~ ~ <( z 0 () ~ _J l ( 36 I SUMMERWIND DIV. 5 35 ~ . ---VOL. 154, PGJ. 68-74 -- WITH 2-1/2" BRASS. DOMED DISK . . . WITH "X", IN MONUMENT CASE FOUND CONCRETE MONUMENT ~ N8T49'01"W 183.56 ' 33 END OF FENCE IS 0.5'E, OF Jr. 34 I - FOUND CONCRETE MONUMENT WITH PUNCHED 2" BRASS DISK, DOWN 0.6', IN MONUMENT CASE 32 FENCE IS 0. 3'E. OF Jr. ~ I \-\i .\ FENCE IS 2. 3'E. OF ft SET TYPICAL REBAR AND CAP ON LOT LINE 3.00' E. w • N OF CORNER \ 'b. . 31 \ \ SUMMERWIND DIV. 5 VOL. 154, PG. 68-7 4 30 26 \ ~ '-· ~ .~ "' . . ~:::!°;6'.· . ~ENCE IS / "-~-----1.BE. OF~ ~. \ FOUND CONCRETE MONUMENT WITH PUNCHED 2" BRASS DISK, DOWN 0.5', IN MONUMENT CASE ~ I LINE L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 FENCE ISi 2.1'N. OF it BEARING N8T 49'01 "v,(- so1·2s·12·w N2g·s5·2o·w N01"25'12"E N8ff 34 '48"W N8ff 34' 48''W N01'25'12"E N2ff 44'08"E No1·25'12"E N8ff34'48''W N8ff 34' 48"W N06' 36' 40"E N23"29'15"E No1·2s·12"E No1·04'5s"w N7T08'46"E N01'25'12"E 8 CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 7 6 5 WINDSTONE DIV. 4 VOL. 225, PG. 91-93, 4 3 . . . . . .· I REC. NO. 20070523900007 -,--.--' _j--. -· -'-'--. -------· . L . . J_ . _L I ACCESS EASEMENT REC. NE 16T. H ST ---. . . ---· ~ · NO. 20060914001333 3 8075± S.F. 141.51' 10' P.D.E SEE NOTE 2, SHT. 2 N87'49'01 "W ~ t,=09·30· 33" I 1 L=25.14' N88'34' 48"W 117.65' FOUND 1/2" REBAR WITH WHITE PLASTIC CAP, STAMPED "DMT LS 38992", 1.0'E. X 0.6'N. OF PROP. 4 CORNER 10986± S.F. (iEi) FENCE IS 0.9'N. X 1.1'E. OF PROP. CORNER 6'VBF 132.53' NB7'49'01bW 130.01' FENCE IS 0.6'N. OF fi'.. 2.52'--'- 330.64' 1~ SLOPE & TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20060808001642 26.5' --- .,,.. .. / ~- / /Re:25.00' +-_J, t.=90'45' 4 7" I I L=39.60' I h:i N I • co . 189.13' 89.68' PRIVATE LANDSCAPE AND I ENTRY MONUMENT EASEMENT SEE NOTE 8, SHT. 2 I ~ 0 ro 13 9150± .S.F. 6'VBF l -· --8 ~FENCE IS / ~ 0.4'E. OF fr. 47.61' FENCE IS 0.4'W. OF Jr. -l£l /----'-10' UTILITY ESM'T. (TYP) ~ 0 ro ci gJ KING CO. SHORT PLAT NO. 584164 REC. NO. 8709231174 N88'34' 48"W T-i---------:1:-:15=-.-=-oo::._;;_----+-..- lb· j LL (D I l() 0 r-.. ci I 0 ui I i ··1·· 10' P.D.E~ SEE NOTE 6, I SHT. 2 12 I~ 8050± S.F. 0 (§v I r-.. w • N l() f" 5 z N88'34' 48"W 115.00' I ~!:11'--~~ I /0 1 o· P.D.E I !<_} I SEE NOTE 5, SHT. 2 11 8115± S.F. 0 ro • I t.=09·30·33" L=16.35' --,1 -9.32' ,, 'r Gfil) 112.11' N88'34' 48"W 159.71' 10 10769± S.F. ~ ci r-.. 47.60' n N _J L24~":> 'f 'v w n '-' • N ~I J ~ ~ f'-1 0 I .,... w 0 ~ {/) r R z fjl w L25 l/1 - N88'34'48"W -----b ~ , ........ -----~~~~:.....C---l.J--=-..-:4~~ 147.98' ~ "-: 10' P.D.E ~, co~ ~E NOIT m I ,~ 10, SH T. 2 ~ I :J 9 r I w I 3 TRACT A 10496± S.F. STORM DRAINAGE TRACT SEE NOTES AND RESTRICTIONS NO. 1, SHEET 2 FENCE IS 0.3'W. OF fi'. 2 DISTANCE SEE SHEET 5 FOR CONTINUATION 12.00' 52.71' 13.45' 18.18' 96.00' 96.00' 17.92' 26.15' 98.84' 7.00' 8.77' 4.20' 8.16' 14.68' 33.35' 18.35' RECORDING NO. VOL/PG 0 GRAPHIC 20' 40' SHEET 4 OF 5 80' 1 INCH = 40 FT. BASIS OF ~EARINGS NOl '25'21 "E BETWEEN THE. MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTION CORNERS OF SECTION 3-23-5, CITY OF RENTON CONTROL POINTS 1845 AND 2097 LEGEND: FOUND 4" CONCRETE MONUMENT }',HH Pl_/NCHED .1-1/2" BRASS DISK ·· IN MONUMEIH CASE ffi SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. 0 FOUND CORNER MONUMENT AS NOTED e SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" HBF HORIZONTAL BOARD FENCE VBF VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT ft PROPERTY LINE ~ CITY OF RENTON STREET ADDRESS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com 49.86' D.R. STRONG CONSUL TING ENGINEERS PROJECT NO. 14103 LUA 16-000071 LND10-0520 CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CURVE C1 C2 C3 C4 LINE L 1 L2 l} L4 L5 - L6 L7 LB L9 · ~- L10 ill__ L12 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 SEE SHEET 4 FOR CONTINUATION "· // ~ '/t,,, FENCE IS 4 FENCE IS 0.9'N. X / 27 ~. A{Oo -~ ~. .·. ......_ ~. ,.8'£. oF t ,·var ',~:,:~6:"oiR / "-.. ,-'1:" N87'49'01"W 130.01' '\-1,,<:' FENCE IS I 2.1'N. OF ft'_ I 1"'/· ..........__ . 1· I / I / TR B / ) ~ PARCEL : FENCE IS 0.6'N. OF It UNPLATTED \ \ t, 26,5' ' r 11 2.52'---"-II o r,J <£? 0 (,l . 0 --.J • (Jl (,l • (,l • 31.5' °N co I[) g .Ji N N I ,/ I 1 B: ~ ·< SUMMrnw'.!o 01v. s / ~ j -: ~ VOL. 154, PG. 68-7 4 "..., FENCE IS~ 0.6'W. OF ft'_ I') w fd z {/) I ~ ----- '</". I FOUND 1 /2" REBAR WITH "-), WHITE PLASTIC CAP, ~-. . . . I 29 ::J...J:w / STAMPED "DMT LS '\ 38992", o.2·w. OF Ft :s: UNPLATTED ..j-_J ), 0.. l7l 0 . I Zo ~ -w • N ... . a::: io bJ Lu ~ . "'? 0 0 z t') w Nlw .~ 0) I[) • f'I R 0 N z 26.5° :;o !!. I'.) (Jl Cl o . 10 iei I l-- I \ \ N88'34' 48"W I[) ~:--r-----__.:.~~~...:.:.....---+---,,,_4 .Ji 147.98' N ~ <D 1:~9·30'33" L=25.14' I • I ro N ui N 9 R, l l _JI I ,5?) ) 10073± S.F. @ID I t') cJ w {/) ~( / ,w~- N88.34' 48"W TTr.-------_:..:.::.::.:::..:....:;.,.:.:__ __ +-~-_;_..1 {/) 142.60' I ~ ~ 10' P.D.E SEE NOTE 4, SHT. 2 9982~ S.F. \\s \ '°\I.<:""-- @§_) I 8 10· P.D .. E---\c ~ R SEE NOTE v1 10, SHT. 2 I 8 I ~ FOUND 7 /8" O.D. IRON PIPE WITH WHITE PLASTIC CAP ST AMPED "LS ·17663", 0.3'E. OF I[_ N88'34' 48"W 142.60' 7 I l ~ FENCE IS ON it ~I I -b .w I I ~ ~ I I ~ 0 0' 3 FOUND 1 /2" BARE REBAR 0. 6'E. OF Ir_ 30' INGRESS, EGRESS,-·-, w UTILITY EASEMENT ~ S I ,,':q-•.•• \ \ \REC NO. 760914 0487 : O ;.:N~~ ~ ---: W N~j~~N::~j~f I~ KING t<Y SHORT PLAT NO. 584163 REC. NO. 8709231179 \ FOUND 5/8" REBAR WITH \ - -. -.\ _l_Y-ELLOW PLASTIC CAP STAMPED I "ARNETT LS 10702" ON It_ \ \ ~/ ,' --- \ -/ FENCE CORNER IS 0.1 'N. OF PROP. CORNER \ \ I I FOUND 1/2" REBAR WITH \ BROKEN WHITE PLASTIC BEARING DISTANCE N01 '25'12"E 26.01' N01 '25'12"E 0.72' N01 '25'12"E 20.75' N01 '25'12"E . 48.54' UNPLATTED \ \ CAP, 0.2'E. X 0.7'N. OF . \ I PROP. CORNER N88'34' 48"W 10.00· N01 '25'12"E ----62.95' \ \ \ : \\I ~I I I I I I I N01 '25'12"E 23.60' N67'07'57"W 10.74' N88'34' 48"W 10.18' N62·oo·sYw 52.27' N01'25'12"E 78.58' N81 '31 '22"W --57.36' N7T08'46"E 18.35' N01'25'12"E 49.86' N19'57'46"E 12.58' N01'25'12"E 28.96' N10'51' 19"W 15.00' N03'59'34"W 24.26' N01'25'12"E 79.44' N20'10'35"W 9.56' N00'23'54"W . 40.18' N22·55'35"w 23.59' N01'06'48"W 25.82' N81'3.1'22"W 11.44' \ \ 15' EASEMENT -1 REC. ~JO. 20140306000025 I 1'~,,, ·~ )'Q "' -~ " ~0 "'-. ~ ~-19u-1. ~. . "'l ~ ~ ~() "'--" '5'<:' I I I I I UNPLATTED I I I I FOUND 1/2" REBAR WITH WHITE PLASTIC CAP, STAMPED "LS 17663", 0.5'E. X 0.7'N. OF PROP. CORNER UNPLATTED -:.i- 2 FOUND 1 /2" BARE REBAR 0.7'E. OF ft'_ "! / CONC. WALL, co / WEST FACE IS ON It_ FOUND LEAD AND TACK ON CONCRETE WALL, 0.3'E. X 0.7'N. OF PROP. ""' _ CORNER ~ FENCE CORNER IS 0.2'N. OF PROP. CORNER RADIUS DELTA ANGLE ARC LENGTH "'--~ 19.50' 22'55'33" 7.80' 50.50' 45·05'31" 39.76' 50.50' · 108·27'55" 95.60' 19.50' 22·55'33" 7.80' 17~7'21" . ------------·--- RECORDING NO. VOL/PG SHEET 5 OF 5 NC)RTH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. BASIS OF BEARINGS NOl '25'21 "E BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTION CORNERS OF SECTION 3-23-5, CITY OF RENTON CONTROL POINTS 1845 AND 2097 ""·,······· LEGEND: EB 0 • HBF VBF FOUND 4" CONCRETE MONUMENT .-WITH PUNCHED 1-1/2" BRASS _DISK IN MONUMENT CASE • SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS NOTED SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" HORIZONTAL BOARD FENCE VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT PROPERTY LINE @) CITY OF RENTON STREET ADDRESS cs 6050' C6 60.50' 86'05'04" Cl 60.50' 48'43'33" . 18.43' 90.90' 51.45' D.R. SI'BONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT N 0. 14103 DRAFT REDLINES 07.17.15 ------------------ u )> 0:, ;:.1.J • CJ ,Tl ' . . / , ___ ,/,,,. ----------- --i-- i ----- I -TJ I J.> I ;u ,C) I ,Tl . r-- · z I CJ ;1 \ /i ' I ' I ' \ ' I .. J / / '""''\ ' I / / I I I I ~-.----!'""'"------~~- r ''-.... / _I_ / / ..I ( Cl r1 1 u ") )> lj~ :::0 CJ C) (JI 1'1 I I (£? L "'-' C) -p' / / i ! I I I I ,·, ~ • fRrr5 ro Br IN5fAllrD Af11Mr OP BUIU?INCi PrRMlf \ I \<~-m ;. / ----------·- ' t' • • -t ' , < ' • \ • • ' ., 0 ' V > • / '' • , • ' • --@_ Q~Q~ @~~~ @i ,~~- i •' I . ) . i ·' i I I :If'_ I . .L / / / / --- lAND5CAPINCi fO l?r IN5fAlXrD . A5 PARf Of PlAr IMPROVrMrNf5 ' ' ' ---···-l'" ,. .•••• ---,-. - _I,_ C:.O·· z co <J I o -+· ----------!~ -,---,·\.),;----::-. -.,, ·-. -;;;;;----;;;;--... ~---" ··----= -··-;·_:,"- ~, -, V . r. " J ·---. I J \ I j '/ I f I Q I O 2 :) ' I :;> " E -, ---. -ac+'k-------1 I n L-Fr ---- ---~L-ii ·----·-·--~·-c.._ ... ;:_ _ .... ,·· ......---, __ ;: _ _..,,.;...---,"" . ... ; , • -%, • •· . -. I IN5fAll BARK MUlCH Af IN lAND5CAPr l?rD5. HAfCH NOf 5HOWN . ' 0 \ I 20 .. -i ' I .. ·· .. · - I lAND5C/\PINCi ro Br IN5f/\L.lrD 40 80 I ECE!VED EB O 2 2016 Cl 'f OF RENTON P ANNING DIVISION JOB NUMBER: DRAWING NAME: DESIGNER: DRAFTING BY: JMV JMV DATE: 11.16.14 SCALE: AS SHOWN JURISDICTION: RENTON l-- 5H88f I of 2 ; / .. .. . •. ,-----,.--. ··t,:··-.-. -' ··--·,.,-r--~~ I -'t~~~· --··-"·-"=«--.... , .. ,lrn .. :·:i·:::~~~I; .. 1;.;;.;;,r:"'"·"},,,i-,m~J:~ :::: ......... . "':'"'f'""m"Crn'"' ~ "'·m•~7"":='""'"""':"""";'j'<·,;,;·,·, ."' mm, -""'""m"/L/'""'i'"'b"f'Ls,,,1,"""""''''"-'"' -.. :z ~ I/ -I • \ ,I::.. ~h / • \ . . ' - • / I 2 .s" cf'J... 1PrR M!iiNOlA -/ ..... /--"• . / I IN5ff'J...l BARK MUlCH Af IN lAND5CAPt' Bt'D5. HAfCH NOf 5HOWN '// " I ·-- !I II \•\I_ ..1111\X - \/]1;~ 1 ~ cs /; 111 1~6- -·1'1,,,' . I{\ / . 1_! Ji '-13 -:z 0~ -' th 0 - I{\ z 12' 1---.. @) @ Q ® ~ @) ® PlANf 5CHf t?Ulf l30f/lJ\JIC,AL, NAMr COMMON NAMr 51Zr OUANflfY RrMARK5 fRE:E:5 Macinolla cirand1Dora 'Victoria'** rvercireen Macinolla 2 11 cal* 10 full and Matchlnci 25 11 cal* 7 full and Match1nci Cupressocyparis leylandi leqland Cypress 8' -10' ht 18 full and Matchinci -fhuja plicata Western Red Cedar 6'-1' ht 12 full and Matchinci (@- @-- @- *Note Caliper is measured 6 11 above finish cirade. 5ee landscape plan for locations of25 11 caliper trees. **56 replacement inches 1·eciu1red. IS 2 11 caliper tree;,"" 50 replacement inches provided+- 7 2. 7 11 caliper trees "" 15 11 replacemeri inches provided "" 515 replacement Inches provided 5HRUB5 Rhododendron 'Anah Kruschke'* Rhodie 2 cial CareK testacea* Orancie 5edcie 2 cial Pennlsetum alop. little l3unny''iis 17warf ft Cirass 2 cial lavandula sp.* lavender 2 cial Nandina dome5tlca 'fire Power'* Heavenl 4 l3amboo 2 cial C lstus h4br1dus* Rockrose 2 cial Helictotrichon sempervlrens* l3lue Oat Cirass 2 cial ruon4mus sp, 'Ciold 5pot' * ruon4mus S cial M1scanthus slnensls* Maiden Cira55 S cial fhuja occidentalis '5marcid' * rmerald Cireen Arborvitae 6'-1' ht CiROUND COVE:R IRRICiAff t7 lAWN 7 full and Match1nci 49 full and Match1nci 12 full and Match1nci 59 full and Match1nci 27 full and Matchinci 26 full and Matchinci 51 full and Matchlnci 6 full and Match1nci 84 full and Matchinci so full and Match1nci SPECIFIED TREE STAKE(S)---~ INSTALL "TREE BOOT" OR "ARBORGARD" IN LAWN AREAS. PLANT TREE 1 "-2" HIGHER THAN IN NURSERY WATERING BASIN----~ UNDISTURBED GROUND ·i. ;_\ 1~----CHAIN LOK TIE (2) ~-REMOVE BINDING TWINE & TOP 1/3 OF BURLAP. 2" SETTLED DEPTH WITH SPECIFIED MULCH FERTILIZER TABLETS (4-21 GRAM-20-10-5) 6" DEEP, FIRM, NATIVE SOIL MOUND 12" MIN. FOR WOOD STAKES & 18" FOR REBAR 2x RDOTBALL WIDTH ~IN HEAVY SOILS, AUGER 8"x6' DEEP D 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 FINISH GRADE j: CJ GJ I w w 0:: f-- N '--. NOT TO SCALE ~----PRUNE DISEASED AND BROKEN BRANCHES .,.--------CHAIN LOK TIE (2) .,.-------SPECIFIED TREE STAKE(S) ~--REMOVE BINDING MATERIAL AND TOP 1/3 OF BURLAP ,---WATERING BASIN J_;r:ir;~ 11~1 ~1-r_r;r=;~.:ir_ 2 11 -5 11 t7E:P 11 ,I ME:DIUM BARK MUlCH _J r-1 rr._i 1-'1-1 i-' r"l-' ,1 r 1.J r 1 r I r 1 • 1 • ' ' ' ' ---1 --' f aper mulch down to base of frees and shrubs, Do not cover trunks with mulch PLANNING DIVISION APPROVED 06/30/2015 cclose lAND5CAPINc.i fO Br IN5ff'J...lrD A5 P,ARf Of PlAf IMPROVrMt'Nf5 PLANT 1" HIGHER THAN'F9"'-~:----.1 IN NURSERY FINISH GRADE~ 6" /~---PRUNE DISEASED AND BROKEN BRANCHES -*~REMOVE TOP 1/3 OF BURLAP 2" SETTLED. DEPTH OF SPECIFIED MULCH FERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY "--SCARIFY PIT SIDES AND BOTIOM 18" MIN. 2x ROOTBALL WIDTH CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE ~ANt75CAPf N011:5 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 1/1 O" 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. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO THE TOP 6" OF SOIL. SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, 8. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. ~~~~~~-+-FIRM NATIVE SOIL MOUND 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER_ 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 2x ROOTBALL WIDTH SHRUB PLANTING DETAIL NOT TO SCALE 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA 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 APPRO'IAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. LAWN IS PROPOSED FOR ALL LANDSCIIPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. 0 20 40 80 U1 U1 w f- _J z (J) 2 LLW :z Q w ~ 0 ~ ~ o0 U) 5:: m > &;oi:= W WW-O f-U Ct:: i:§ 0::: Cl. w :::J Cl. l.ECEfVED --0 2 2016 Cl'Y OF RENTON Pl 'INNIN~ lJIVJS1n" JOB NUMBER; DRAWING NAME: DESIGNER; DRAFTING BY: JMV JMV DATE: 11.16.14 SCALE; AS SHOWN JURISDICTION: RENTON l-2 5Hfff 2 of 2 w ~ ,z l-o w 3 O:'. o__ X X X X I X X X :r: 0 z <( n:::: (/) z I-n:::: w <( 2 I / I I \ \ Call 2 Working Daye Before You Dig 811 Utmties Underground Location Center (ID,MT,ND,OR,WA) ,'-. , .. ,~.,' !fl ' " N I ,0 8 "' ,. > It~ L" I~: " :, ~ ,----/..:@r .-1 -@-2 I I I I 1--- FENCE: !S tJ.2'E. ()F f(, •' ,.;'·:: • ~'' . \ :m"r , I ( · C7 /i /! ···11 J/ r 1/ I / I I / i \ 10 . ,\,., ,,, "' • \ =•1'HJCf: !f. li.fi'~-·:;;, f( IJ£.ClJ fiO, tHG-tJ-J,t,i D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 · 1TH AVENUE, KIRKLAND, WA 98033 0425.821.3063 F425.821,2423 48" DIA. SUMP PUMP SYSTEM'MTH 2' DEEP SEDIMENT BASIN DEPTH SUMP BOTTOM , ,n f:L. _456, oo TYPE & SIZE OF PUMP :'r TBD AT CONSTRUCTION 6.00' TEMPORARY 'u CONSTRUCTION EASEMENT -~ ·1tY'F ·, 1,(f ,,W, . """'-~-FFW:F rs ;_£,· ,i ~r 0, :J'YJ, CT If, ~ " I . SU P PUMP SYSTEM WITH 2' DEEP SEDIMENT BASIN _ DEPTH SUMP BOTTOM 0 EL. 456.00 TYPE &: SIZE OF PUMP TBD At 'CONSTRUCTION 14''F 1 W.M. CONSTRUCnON SEQUENCE: 1. PRE-CONSTRUCT/ON MEETING TO 8£ SCHEDULED 'MTH -THE CITY OF RENTON PRIOR TO ANY CONSTRUCTION. 2. POST SIGN 'MTH NAME AND PHONE NUMBER OF CESCL (MAY 8£ CONSOLIDATED 'MTH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. 4, INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE{S). 6, INSTALL PERIMETER Pf/OTEC770N {SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT POND. - 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.} SIMUL_TANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE 'MTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. · 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT 'MIL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE f!f'T SEASON WITH STRAW, WOOD FIE/ER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE 'MTHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS 70 REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST 8£ STABILIZED AND BMPS REMOVED IF APPROPRIATE. EROSION CONTROL NOTES & SPECIFICATIONS: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CED DEPARTMENT 'MTH THE CITY OF RENTON. 3. THE BOUNDARIES OF THE CLEARING L''d!TS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE'PLAN(S) SHALL 8£ CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE 'MTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL ANO OBSERVED 'DURING CONSTRUCT/ON. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED. BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL 8£ INSTALLED AT THE BEGINNING OF CONSTRUCTION ANO MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN ANO TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5, ALL REQUIRED SEOIMENTA TION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANO/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS ANO ADJACENT PROPERTIES, ALL EROSION ANO SEDIMENT FACILITIES SHALL 'BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE ANO POTENTIAL FOR ON-SITE: EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, RE:PLACEMENT AND ADDITIONS TO EROSION/SEDIMENTA T/ON CONTROL SYSTEMS SHALL 8£ THE RESPONSIBILITY OF THE PERM/TEE. g. THE ;EROS(ON .. AND.,SEDIMENT,',T/ON CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENQED.,JO BE 1,MIN/l,IUM REQUIREMENTS TO MEET ANTIC/PA TED, ,SITE CONDITIONS. AS CONSTRUCT/ON PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTA TE. THE PERM/TEE SHALL ANTICIPATE: THAT MORE EROSION AND SEDIME:NTA TION CONTROL FACILITIES 'MLL BE NECESSARY TO ENSURE: COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERM/TEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADD/TIONACFAC!LIT/ES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED OR AS DIRECTED BY THE COR INSPECTOR. TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROS/ON/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION 0,' PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT 'MLL NOT 8£ DISTURBED FOR TWO DAYS DURING THE f!f'T SEASON (OCTOBER /ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON {APRIL 1ST TOUGH SEPTEMBER JO) SHALL BE IMMEDIATELY STABILIZED 'MTH THE APPROVED £SC COVER METHODS {E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. H-fT SEASON SEASONAL E:ROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETf!f'EN OCTOBER 1 AND MARCH 30 INCLUSIVE. UNLl:SS OTHER'MSE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER ME:ASURES WILL BE APPLIED IN CONFORMANCE 'MTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING £SC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED 'MTHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR 'MTHIN 24 HOURS FOLLOWING AN EQUAL OR GREATER THAN 1/4" OF RAIN STORM EVENT. 13. AT NO TIME SHALL MORE: THAN ONE (1) FOOT OF SE:DIMENT BE ALLOf!f'D TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE: CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOf\NSTREAM SYSTEM. - 14. DURING. THI: TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS, THAT ARE: TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL 8£ COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED 'MTH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULT/MA TEL Y AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED so THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE l!f'T SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEl!f'D TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE 'MNTER RAINS. DISTURBED AREAS SHALL 8£ SEEDED 'MTHIN ONE 1!1:EK OF THE BEGINNING OF THE f!f'T SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED ANO THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF REN TON FOR REVIEW. EROSION CONTROL. SUPERVISOR (CESCL): EARTH SOLUTIONS NfV. LLC , (425) 284-JJOO SEDIMENT POND 51ZING SUMMARY (BAKER TANK TO BE UTILIZED): THE POND WAS SIZED USING Tl/£ REQU/REME:NTS STA TED IN APPENDIX 'O' OF THE 2009 KCSWDM SECTION 0.4.5,2 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW WHICH WAS CALCULATED USING KCRTS {15 MIN TIME STEPS} TO ANALYZE THE DEVELOPED SITE CONDITIONS. (CATCHME:NT AREA: 4.01 AC.) CONSTRUCT/ON NOTES: (J) 0 0 © ® © 0 © 0 @ EXISTING ONSITE SEPTIC SYSTEMS TO BE TO BE DECOMMISSIONED PER DEPARTMENT OF HEALTH REQUIREMENT. COORDINATE REMOVAL AND RELOCATION OF OVERHEAD POH-fR LINES AND POLES W/ PUGET SOUND ENERGY BAKER TANK TO BE USED DURING CONSTRUCTION UNTIL VAULT BOTTOM AND WALLS ARE CONSTRUCTED - VAULT TO BE PLUGGED AND USED FOR SEDIMENT STORAGE AS SOON AS CONSTRUCTED - EXISTING 12" SO TO BE REMOVED RELOCATE EXISTING SIGNS IN THE PLANTER STRIP RELOCATE EXISTING FIRE HYDRANT REMOVE EXISTING BRICK COLUMN REMOVE EXISTING WALL NORTH FROM BACK OF SIDEWALK EXISTING_ WATER SERVICE TO 8£ ABANDONED SOIL AMENDMENTS: PERMANENT LANDSCAPE AREA IN INDIVIDUAL LOTS AS f!f'LL AS AREA WITHIN TRACT "A" 'Mll UTILIZE SOIL AMENDMENTS TO IMPROVE THE OVERALL SOIL QUALITY. FUELING NOTE: All ,TRUCK AND, EQUIPMENT FUELING SHALL BE DONE IN THE CONSTRUCTION STAGING AREA '1(-;ifUEL TRUCK. NO ONSITE FUEL STORAGE SHALL TAKE PLACE. EQUIPMENT MAINTENANCE NOTE: All TRUCK ANO EQUIPMENT MAINTENANCE SHALL BE DONE IN THE CONSTRUCT/ON STAGING AREA DRIP PANS ANO PLASTIC SHEETING BENEATH VEHICLES SHALL BE USED. ALL WASTE FU/LOS TO 8£ PROPERLY DISPOSED OF OFFS/TE. NO ONSITE: STORAGE OF WASTE VEHICLE FU/LOS SHALL TAKE PLACE. CONTRACTOR TO POST SIGNS IND/CA TINCI Tl/AT NO VEHICLE WASHING IS TO TAKE PLACE IN MAINTENANCE AREA. CONCRETE SLURRY AND WASH WATER NOTE: ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE IN THE CONSTRUCTION STAGING AREA. CONCRETE WASTES TO BE CONTAINED AND PROPER DISPOSAL METHODS F0LL0H£D. TREE PROTECTION NOTE: ARBOR/ST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING /NSTALLA TION. EROSION CONTROL SEED MIXTURE: CHE'MNGS OR RED FESCUE: ANNUAL OR PERENNIAL RYE REDTOP OR COLONIAL BENTGRASS WHITE DUTCH CLO VER ·,-,-,--_· '\, .-·~ %WEIGHT 40 40 10 LEGEND: " 0 * EB P. lill @ ® = C.O.R. VBF HBF --P-- --w-- --G-- --T-- ~-c-- -x---x- FOUND SECTION MONUMENT AS NOTED FOUND MONUMENT AS NOTED _ ROAD SIGNAGE MAIL BOX POH-fR METER POf!f'R POLE JUNCTION BOX. SIZE VARIES UGH T POLE NO ARM GUY 'MR£ WATER METER WATER VALVE FIRE HYDRANT TYPE 1 CA TCH BASIN STORM DRAIN MANHOLE SANITARY MANHOLE ROCKERY CITY OF RENTON VERTICAL BOARD FENCE HORIZONTAL BOARD FENCE DECIDUOUS TREE CVERGREEN TREE SANITARY SEWER LINE STORM LINE OVERHE:AD POf!f'R UNDERGROUND POWFR UNDERGROUND WATER UNDE:RGROUND GAS UNDERGROUND TELEPHONE UNDERGROUND CABLE: EDGE OF PAVEMENT FENCE '•'•a -; '"',, .. ,,.,, ''fl:i1PoR)Jfy ikosloN.,,coFlfifot' LEGEND: -, , ., -, · ,., , ·· ··, -- -----x----- -···---···-----··· ...... X CONSTRUCTION LIMITS, TO BE FLAGGED OR FENCED SILT FE:NCE STABILIZED CONSTRUCTION ENTRANCE MULCHING, MA TT/NG, & COMPOST BLANKETS PERMANENT SEEDING ANO PLANTING DUST CONTROL STREET Sf!f'EPING &: VACUUMING SAWCUTTING AND SURFACING POLLUTION PREVENTION NET OR BLANKET EROSION CONTROL INLET PROTECTION INTERCEPTOR SWALE WITH ROCK CHECK DAM EVERY 50' (SEE DETAIL SHEET C5) RIPRAP PAD TREE PROTECTION FENCE {TREE TO EJE RETAINED) RECEIVED FEB O 2 2016 CITY OF RENTON PLANNING DIVISION TRE:£ TO BE: RE:MOVEO 2• PUMP DISCHARGC LINE R-383504 2-YEAR PEAK FLOW RA TE ....... ., . ., ... .,., 1.10 CFS REQUIRED SURFACE AREA.., .............. ., .. 2,288 S.F. NORTH PROVIDED SURFACE AREA. .................... 2,340 S.F. GRAPHIC SCALE DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY -----------Date: __ ~-NOTE: 3-10,000 GALWN B'AKER TANKS TO BE UTILIZED IN PLACE OF SEDIMENT PONO. BAKER TANKS TO BE UTILIZED AS NECESSARY UNTIL SUCH TIME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. BAKER TANKS TO BE REMOVED AND VAULT TO BE UTILIZED FOR SEDIMENTATION AT THAT TIME. YIP SVRVEYEO; SJS SCALE: 07,13,15 0 VERTICAL: NAVO 1988 HORIZONTAL: NAO 1963/1991 25 50 100 BY: __________ Date: __ _ 1 INCH = 50 FT. OATE: MAERTINS RANCH 01.20.2015 AS NOTED 1---+-----------------------11---.f-----l----l DESIGNED: MAJ CITY OF RENTON flELOeOOK: T.E.S.C. PLAN DRAWN: NAK ONE INCH PA.GE: ORAW!NG NO: CHECKED: 1---1------------------+----ll----+---f MAJ Al FULL SCALE Jr NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. C4- NO, 1---------APPROVEO: PERMITS: U15-001308, 815-000196 20 REVISION BY DATE APPR MAJ SHEET: or: 4- DRS PROJECT NO. 14103 A-NNNNAA h " -------- w ::;; <( z ,_ (.) w ---, 0 0:: 0.. X X X X I X X X I 0 z <( O::'. (f) z I- O::'. w <( ~ NOTES INSTALL DRIVEWAY CULVERT IFn!ERE ISA ROADSlOE DITCH PRESEtlT. AS PER Cl TY ROAD STANDARDS 1. CONDITION OF USE DRIVEWAYS SHALL BE PAVED TO TI-IE EDGE OF R..Q.W PRIOR TO INSTALLATlOU OF TJ-IE CONSTRUCTION ENTRANCE TO AVOID DMIAGINQ OF THE ROAtmAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT ·RUNOFF DRAINS Off rHE PAO 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHERE:VER TRAFFIC WILL. BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILESTREBNGTH fASTMD47S1l 200 PSI MIN. GRAS TENSILE ELONGATION {ASlM 04632) 30",t\ MAX. MUi.tEN BURST STRENGTH IASTMD3i86-80AI 400PS1 MIN. AOS IASTM D475ll 20-45 ru.s. STANDARD SIEVE SIZE 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY $PALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE.STABILIZATION IN URBAN AREAS, THE lNSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SP ALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FRbM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL JS BEING CARRIED ONTO PAVEMENT. 2.2. F"ENCING S.HALL BE: INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE TI-lE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALL$ SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS, 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDJMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE !NTHE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATE~ Y BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABIUZED ON SITE, THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREEl, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF lT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SP ALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMED!ATEL Y. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S). FENCING SHALL 81:;: INSTALLED TO CONTROL TRAFFIC. PUBLIC WORKS DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE JOINTS IN FILTER FABRIC SHALL SE SPLICEO AT POSTS. VS/:: .STAPLES, \o\llRE RINO.$, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. =fu:::::;==- 2"")<~" BY H G.o. 'MRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIOUSEO STD, PLAN -215.10 MARCH 2008 FILTER FAIIRJO---- I I I ~1 1-·~ . ---------MINIMUM4"<4"TRENCtt ~ / L~"" Mc,acc mENCH ""'" Ei'MAX". / LJ POST SPAC!NO MAY BE INCREASED TO B' IFWIRE BACl(ING rs USED NAllVE Soll / . . Z"X4' WOOD POSTS, STEEL FENCE / POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS, 1.2, SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW, ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2, DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE · AOSjASlM 047Sl) 3Q.100SIEVE S1ZE(0.6IJ.0.15MM) FORSllTflLM 50-100 SIEVE SIZE I0,30-0.15MMI FOR O IHER FABRICS WAHR fERMITIIVllY IASTM D491l 0.02SEC,'"1MN!MUM GRAB leNSI LE smENCHT (ASiM D!6n) 180 LBS. MN. fOA. EXlRA STIIENGH FABRIC 100 LBS. Mt,!. FOR STANDARD STRErfflITT FABRIC GRAS TENSILE ELONGATION IASTM D~liU 30~MAX. UtTAAVIOIA TE RESISTANCE IAsTM D4:l55 10"MIN. 2.2. ST AND ARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE, 2.3, WHERE THE-FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H;1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE: BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE, 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHIU. OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. ff IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW ANO THEN CAUSIMG CHANNELIZATION OF FLOW~ PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. , . 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. II' THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAl<DOWN, IT SHALL BE REPLACED. PUBLIC WORKS DEPARTMENT Call 2 Working Daya Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) SILT FENCE STD. PLAN -214.00 MARCH 2008 HOLDINGS LLC SE 1/4 SECTION 3, TOWNSHIP 23 N, RANGE 5 E, W.M. MAERTINS RANCH DRAINAGE GRATE F 11"1 " GRATE FRAME OVERFLOW BYPASS BELOW lt<ILET GRATE DEVICE NOTl:!S . A • 6 . , JJ: : a· . . DRAINAGE GRATE -RECTANGULAR GRATE SHOWN. BELOW lflLET GRATE. DEVICE SECTION VIEW ISOMETRIC VIEW OVERFLOW BYPASS (TYP.) 1. Size 1he Below Inlet Grala Device (BIGO) for lhe storm water structure It will serv(ca, 2. The BIGD shall have a built-In high-flow rellef system (overRow bypass). 3. The retrieval system must allow removal of the BIGD without spilling Iha collected rnate1lal. 4. Perform maintenance In accordance with Stand.ird Speclllcallon 8-01.3(16). PUBLIC WORKS DEPARTMENT 1 CATCH BASIN FILTER STD. PLAN -216.30 MARCIi 2008 )IP SWALE SPACJNG DEPEHDS ON SLOPE GRADIEITT NOTES 1, CONDITION OF USE 1.1. REQUIREDAT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF, 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATHLENGTH 20HlV 3·5% 300FEET (10TO 20lH:1V 5.10% 200FEET (4 TO lO)H:lV 10.25% iOOFEET (2T04Hl:1V 25·50% 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2:1 SLOPES ROCK MUST COMPLETELY COVER THE aonoM AND SIDES OF THE DITCII L" THE DISTANCE SUCH THATFOINTS AAND BARE OFEQUAlELEVAl!ON T 24" MIN. t 2,1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY.SE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR coNsTRUGTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IFTHE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, TtlE CAPACITY AND/OR FREQUENCY Of THE SWALES SHALL BE INCREASED. NOTES 1. CQNDJTION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO ANO FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON-EROSIVE DISCHARGE POINT. 2, MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS Of SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. INTERCEPTOR SWALE STD. PLAN -217.10 e PUBLIC WORKS DEPARTMENT CHECK DAMS SPACING AND CROSS SECTIONS STD. PLAN -217.40 TREE PROTECTION MEASURES a. CONSTRUCT/ON STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVA IF. STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERA TE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCT/ON FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') IND/CA TING THE WORDS, "NO TRESPASSING -PROTECTED TREES' OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. c, PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. e. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRAOE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. f. MULCH LA YER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY 'MTH A MINIMUM OF THREE INCHES (J'') OF BARK MULCH PRIOR TO INSTALLA T/ON OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. g. MONITORING REQUIRED DURING CONSTRUCT/ON: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBOR/ST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. MARCH 2008 MARCH 2008 <--------~-----------~-------__J NOTES: . 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DR/PLINE OF THE TREE TO BE SAVED PRIOR TO CONSTRUCTION. FENCE SHALL COMPLETELY ENCIRCLE THE TRff(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. A VOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DR'r1NG. AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE 3. KVRK WIT/1IN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. 6' MIN. IN COMPLIANCE WITH CITY OF RENTON R-383505 DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS ST AMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY eRDS B~~-· Date:i[f'>'/1~ BY: Date: '7-IC,-/S BY: _______ _ BY: ________ _ Date: __ '-- Date: __ '-- SCALE: SURVEYED: SJS 07.13.1~ MAJ V£RTlCAL1 NAl/0 1988 HORIZONTAL: NAO 1983/1991 MAERTINS RANCH DAlE:: 01.20.2015 D.R. STRONG CONSUL TING ENGINEERS l----t------------------------t----lf----f-----1 DESIGNED: MAJ AfS NOTED CITY OF. RENTON FlELD800K: ENGINEERS PLANNERS SURVEYORS 620-TTHAVENUE, KIRKLAND, WA98033 0 425.821.3063 F 425.827.2423 DRAWN: NAK CHECKED: t-------------------------1----t-----t-----1 MAJ 1-,-,,-,o-v._rn-, -------1 NO. BY DATE REVISION APPR MAJ ONE INCrt AT FIJLL SCALE If NOT ONE INCH SCALE ACCORDINGLY T.E.S.C. NOTES AND DETAILS PAGE: DRAWING NO: Planning/Building/Public Works Dept. C5 OF: PERMITS: U15-001308, 815-000196 SHEET: 5 20 DRS PROJECT NO. 14103 A-NNNNAA ._ ....... ._ ..... ..._ ..... ..._~...__. _ _. _ _._-1. LUA 16-000071 LND10-0520 LEGAL DESCRIPTION PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339..5 FEET SOUTH OF. THE NORTH LINE; EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3; THENCE NORTH 87 DEGREES, 49 MINUTES AND 08 SECONDS. WEST ALONG SAID SOUTH LINE A DISTANCE OF 89.01 FEET TO THE BEGINNING OF SAID LINE; THENCE NORTH 67 DEGREES, 07 MINUTES, 57 SECONDS WEST A DISTANCE OF 119.88 FEET TO INTERSECTION OF THE EAST LINE OF THE WEST 130 FEET OF THE SOUTHEAS°T 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING TERMINUS OF LINE; ' EXCEPT PORTION, IF ANY, CONVEYED. TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS. NOS. 6468344. AND 720712039.8. PARCEL B: A NON~EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS RECORDING NUMBER 7609140487: DEDICATION KNOW ALL PEOPLE BY THES.E PRESENTS THAT WE, THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH Tl-fE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS .PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE, PEDESTRIAN ACCESS, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE ST A TED. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON,. AND ANY GOVERNMENTAL AUTHORITY, HARMLESS, INCLUDING ANY COSTS OF DEFENSE, IF ANY FROM . ANY DAMAGES TO A PERSONS PROPERTY WITHIN OR WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OR CONSTRUCTION OF THIS SUBDIVISION. . FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTRBLISHED THE CONCORD PLACE HOMEOWNERS ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID CONCORD PLACE HOMEOWNERS ASSOCIATION. SAID ASSOCIATION IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE PLAT OF CONCORD PLACE AS -DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER ..201fDD_':l.L~u.QO._~~~------· IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS AS EVIDENCED BY 'NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HA VE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES. THIS SUBDIVISION, DEDICA7iON, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. IN WITNESS WHEREOF, WE SET 0 0UR HANDS AND SEALS: ALBACORE ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY '\ACKNOWLEDGMENTS ]STATE OF WASHINGTON ) : ) ss lcoUNTY OF ~-----) U.S. BANK NATIONAL ASSOCIATION D/B/A HOUSING CAPITAL COMPANY ~a.~ BY: ~ ', !::.C\ A . ::t:. ~ 1...-..> "i ~ ITS: V ·,<=....Q. p~~-t- :I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT Jd'L_Q{_4f...(,__~t!!!_l1i!O~-SIGNED ITHIS INSTRUMENT ON OATH STATED .H1-..W1.S AUTHORIZED TO EXECUTE THE INSTRUMENT AND [ACKNOWLEDGED IT AS THE _,J,tlll.N~----OF ALBACORE ACH, LLC, A WASHINGTON LIMITED LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. 1, SIGNATURE OF ~~/~ . NOTARY PUBLIC ---------~-l!;t7--=. / : TITLE __ /y_f!}2J_1__~--------- f MY APPOINTMENT EXPIRES --~/L7..µJ'i. CONCORD PLACE A PORTION OF THE SE. 1/4 OF THE SE. 1/4 SECTION 3, TOWNSHIP 23 ,NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CITY OF RENTON APPROVALS CITY OF RENTON PUBLIC WORKS DEPARTMENT EXAMINED, AND APPROVED THIS ---~-12'1 DAY OF _&f__&l_l_, c/') A~~ ~ 1;wr/ef/fl¢t PUBLIC WORKS ADMI TR~/ CITY OF RENTON MAYOR EXAMINED, ANiJ APPROVED MAYOR \ ATTEST: \... ...._,.... CITY CLBRK I~ . ~ PRIVATE EASEMENT PROVISIONS 2016. 2016. \ THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO. THE OWNER(S) OF THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE SHOWN. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY BURDENED. THE OWNER(S) OF THE LOTS BENEFITED ANu THEIR SUCCESSORS AND ASSIGNS SHALL HAVE THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING !ANY CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAIRED OR REPLACED TO A CONDITION SIMILAR AS THEY WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE qWNER(S) OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAiD UTIUTIES. HOWEVER, THE tjWNER(S) OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE EASEMENT. ALSO THE OWNER(S) OF THE BURDp;IED LOT SHALL NOT PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHIC!HAAY CAUSE DAMAGE TO OR INTERfERE WITH SP.ID UTILITIES /,ND/QR USES FACILITIES. ALSO THE 0\1t'ER(S) OF THE BURDENED LOT SHALL NOT DBVELOP OR BEAUTIFY T~jE EASEMENT AREAS IN SUCH A/ WAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) OF THE LOT BEf'/EFITED PURSUANT TO ITS RESTOFU1 TION DUTIES HEREIN. PRIVATE DRAINAGE ACCESS EASEMENT THE OWNER.(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS SHOWN AS "PRIVATE" HEREBY GRANT AND CONVEY TO THE CITY OF RENTON, A MUNICIPAL CORPORATION, THE RIGHT BUT NOT THE OBLIGATIOt! TO CONVEY OR STORE STORM AND SURFACE 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 PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PFWPERL Y OPERATING AND MAINTAINING THE DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE FOR OPERATING, MAINTAINING. AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO FILLING, PIPING, CUTTING OR REMOVING VEGETATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS ANG ASSIGNS. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S)'S COST. STATE OF WASHINGTON ) ) ss COUNTY OF _!{!_!:f_j_ ____ ) I CERTIFY THAT I KNOW OR HAVE SATISFACTORY El/l!JENCE THAT lJJA _A. :t:£Wt;./ ·. SIGNED THIS INSTRUMENT ON OATH '.;,1ATED fl.f)'t('~ AUTH.IBIZED TO EXECUTE THE IN.STRUMENT AND ACKNOWLEDGED IT AS THE _J/.Leli. __ t:.J::E.)_JJ)i.?!C OF U.S. BANK NATIONAL ASSOCIATION D/B/A HOUSING CAPITAL COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THIS INSTRUMENT. SIGNATURE OF /Ji, 1 _ / ../) f) / NOTARY PUBLIC~-~~,- TITLE -_Ji_~! ---------- MY APPOINTMENT EXPIRES _f)z/-'i_ -~~~-""'----t.:~.', •"-j}:'!'£/:\' ·~- RECORDING NO. VOL/PG SHEET 1 OF 5 CITY OF RENTON FINANCE ADMINISTRATOR'S CERTIFICATE I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. THIS .~ DAY OF ---:-~4-~---· 2016. KING COUNTY FINANCE DIVISION CERTIFICATE EXAMINED. AND APPROVED THIS _14=-tl DAY OF .A 0r--Jl_, 2016. KING COUNTY DEPARTMENT OF ASSESSMENTS . .,.I KING COUNTY ASSESSOR PARCEL NO. 0323059.021 RECORDING CERTIFICATE DEPUTY KING COUNTY ASSESSOR FILED FOR RECORD AT THE REQUEST OF _ ----------------• THIS ____ DAY OF --------· ------, 20 ___ , AT ----~--MINUTES PAST ____ M. AND RECORDED IN VOLUME ---------OF PLATS, PAGE(S) _:_ _____ , RECORDS OF KING COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS MANAGER SUPERINTENDENT OF RECORDS SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THIS PLAT OF CONCORD PLACE IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES A E SHOWN CORRECTLY AND THAT THE LOT CORNERS STAKED CORRECTLY ON THE GROUND FOLLOWING E COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY COMPLIED 1TH THE PROVISIO OF THE PLATTING REGULATIONS. /YJW7-~-L . STEPHEN J. SCHREI, PROFESSIONAL LAND SURVEYOR CERTIFICATE NO. 37555 D. R. STRONG CONSUL TING ENGINEERS 620 7TH A VENUE KIRKLAND, WASHINGTON 9.8033 PHONE: ( 425) 827-306.3 [ lCJ.·••••···. o. s .•. :.· .•. ] . R ~ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 14103 LU A 16-000071 LND10-0520 EASEMENT NOTES THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILJTIES IN THE EVENT THE OWNER(S) IS/ ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REP AIRS SHALL BE AT THE OWNERS COST. . 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT-OF-:-'iVAY, AS SHOWN HEREON IN. WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOS!: OF SERVING THIS SUBDIVISION AND OTHER PROPERTY WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSE HEREIN STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR. FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE. SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 2 AND 3 IS FOR THE BENEFIT OF LOTS 3 AND 4 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 2, 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 3. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS .6 AND 7 IS FOR THE BENEFIT OF LOTS 5 AND 6 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6 AND 7 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THi:: PRIVATE DRAl~!AGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT, 4. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 8 IS FOR THE BENEFIT OF LOT 9 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8 AND 9 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL · SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 5. THE 10 .FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 11 AND 12 IS FOR THE BENEFIT OF LOTS 10 AND 11 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 10, 11 AND 12 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE F AGILITIES USED IN COMMON WITHII~ SAID EASEMENT. 6. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN 'ON LOTS 12 AND 13 IS FOR THE BENEFIT OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE F AGILITIES USED IN COMMON WITHIN SAID EASEMENT. 7. THE TEMPORARY TURNAROUND EASEMENT SHOWN ON LOTS 5, 6 AND 7 IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR TEMPORARY TURNAROUND FACILITIES. THE CONCORD PLACE HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID TEMPORARY TURNAROUND FACILITIE~ WITHIN SAID EASEMENT. THIS EASEMENT SHALL AUTOMATICALLY TERMINATE UPON THE EXTENSIONS OF THE PUBLIC RIGHT OF WAY THROUGH THE ADJOINING PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE TEMPORARY TURNAROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH THESE AREAS. 8. THE PRIVATE LANDSCAPE AND ENTRY MONUMENT EASEMENT SHOWN ON LOT 1 AND LOT 13 IS HEREBY GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION FOR LANDSCAPING AND ENTRY MONUMENT. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID LANDSCAPING AND ENTRY MONUMENT WITHIN SAID EAS:.:vlENT. 9. THE PRIVATE RETAINING WALL AND STORM DRAINAGE EASEMENT SHOWN ON LOTS 1, 2 AND 3 IS FOR THE BENEFIT OF LOTS 2, 3 AND 4 FOR PRIVATE RETAINING WALL AND STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 1, 2, 3 AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE RETAINING WALL AND DRAINAGE FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE RETAINING WALL AND DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 10. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 6, 7, 8, 9 AND 10 IS FOR THE BENEFIT OF LOTS 5, 6, 7, 8, AND 9 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6, 7, 8, 9 AND 10 ARE HEREBY RESPONSIBLE FOR THE'. MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE F AGILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPC'"ISIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON TRACT NOTE A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER. RETENTION, UTILITY FACILITIES AND ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. FIRE SPRINKLER REQUIREMENT HOMES CONSTRUCTED ON LOTS 5 AND 6 ARE REQUIRE TO BE INSTALLED WITH AN APPROVED FIRE SPRINKLER SYSTEM. NOTES AND RESTRICTIONS 1. TRACT A IS A PRIVATE STORM DRAINAGE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS OTHERWISE NOTED HEREIN, .SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIB:...E FOR ALL MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT. SHOULD THE CONCORD PLACE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 THROUGH .13 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) MONirlS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIE::JTIES. A DRAINAGE EASEMENT OVER SAID TRACT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT COVENANT fl'::REON. THE CITY OF RENTON IS HEREBY RESPONS1f3LE FOR ALL MAINTENANCE RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. 2. ALL TRAFFIC MITIGATION OR IMPACT FEES REQUIRED BY RENTON MUNICIPAL CODE SHALL BE PAID AT THE TIME OF BUILDING PERMIT ISSUANCE. THE FEE PAID SHALL BE IN THE AMOUNT IN EFFECT AS OF THE DATE OF BUILDING PERMIT APPLICATION. CREDIT SHALL BE G:VEN FOR ONE EXISTING HOME, CREDIT SHALL BE GIVEN TO LOT l. 3. THE CONCORD PLACE HOMEOWNERS ASSOCIATION WAS ESTABUSHED WITH THE WASHINGTON SECRETARY OF STATE OCTOBER 7, 2015. ALL LOTS WITHIN THIS :jUBDIVISION ARE SUBJECT TO THE COVENANTS, CONDITIONS AND RESTRICllONS FOR THE CONCORD PLACE HOMEOWNERS ASSOCIATION RECORDED UNDER KING COUNTY RECORDING NUMBER 20...lb.0."'-\..\SlliKL~:::\:.,lo~. 4. STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE CONCORD PLACE HOMEOWNERS ASSOCIATION. THOSE TREES ON i~{DIVIDUAL LOTS, REQUIRED TO BE INSTALLED ACCORDING TO THE APPROVED LANDSCAPING PLANS SHALL BE MAINTAINED BY OWNER OF THE LOT ON WHICH THE TREE IS LOCATED. FLOW CONTROL BMP NOTES 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS IN A FLOW CONTROL SIZING CREDIT OF 50%, THUS INCREASING THE ACTUAL ALLOWABLE BUILD-OUT IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). 2. BASIC DISPERSION VIA SPLASH BLOCKS HAS BEEN UTILIZED FOR THIS PLAT. THIS REQUIRES 50 LF OF VE GET A TED FLOW PER SPLASH BLOCK. 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER. RECORDING NO. VOL/PG SHEET 2 OF 5 CITY OF RENTON DRAINAGE EASEMENT COVENANT ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE", ARE HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE PURPOSE OF CONVEYING,. STORING, MANAGING AND FACILITATING STORM AND SURFACE WATER PER THE ENGINEERING PLANS APPROVED FOR THIS PLAT BY THE CITY OF RENTON, TOGETHER WITH THE RIGHT OF REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER .. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. PUBLIC DRAINAGE. EASEMENT RESTRICTIONS PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. c) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA AND ANY PRIVATE IMPROVEMENTS THEREIN. d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT-OF-WAY, OR ENDANGER THE LATERAL SUPPORT FACILITIES. e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT-OF-WAY. f) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF REN TON'S VEHICLES TO THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. g) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS SHOWN ON THIS PLAT MAP UNLESS APPROVED BY THE Cl TY OF RENTON OR ITS SUCCESSOR AGENCY REGARDLESS OF PERMIT REQUIREMENTS. D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com PROJECT NO. 14103 LUA 16--'000071 LND10-0520 J SURVEYOR'S NOTES SE 112TH sr SE 116TH sr VICINITY MAP NOT TO SCALE .1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 2578272 DATED DECEMBER 30, 2015. IN PREPARING THIS MAP, D.R. STRONG CONSUL TING ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSUL TING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSUL TING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 2. ALL SURVEY CONTROL INDICATED AS "FOUNp°' WAS RECOVERED FOR THIS PROJECT IN OCTOBER, 2014. 3. PROPERTY AREA = 177,683± SQUARE FEET ( 4.0790± ACRES). 4. ALL DISTANCES ARE IN FEET. 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS 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. TITLE RESTRICTIONS 1. THIS SIIE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED . FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER RECORDING NUMBER 342932. 2. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN AN EASEMENT IN FAVOR OF SPIRAL M. BOSLEY FOR A WATER LINE AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 4934627. , 3. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 7609140487. 4. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 8106169002. 5. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATIONS OF CONDITIONS, COVENANTS AND RESTRICTIONS REGARDING FORMATION OF A UTILITY LOCAL IMPROVEMENT DISTRICT", AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8402170372. 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE", AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8604040747. 7. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER RECORDING NUMBER 20000908900007. 8. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A MEMORANDUM OF AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 2J050621002061. 9. THIS SITE IS SUBJECT TO THE THE TERMS AND CONDITIONS OF AN EASEMENT AGREEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060808001642. 10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060914001333. 11. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20140306000025. 12. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151008001478 AND THE MODIFICATION AND/OR AMENDMEN THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151029001392. RECORDING NO. VOL/PG CONCORD.PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SHEET 3 OF 5 REFERENCES 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106169002. RECORDS OF KING COUNTY, WASHINGTON. 2. RECORD OF SURVEY, RECORDED UNDER flECORDING NO. 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. 8106229014. 4. THE WINDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, WASHINGTON. 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 OF PLATS, PAGE. 55. RECORDS OF KING COUNTY, WASHINGTON. 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF PLATS, PAGES 61-65. RECORDS OF /<ING. COUNTY, WASHINGTON. 7. THE PLAT OF SUMMERWIND DIVISION NO. 5. RECORDED IN VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, WASHINGTON. 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. 9. KCSP NO. 778093, RECORDED UNDER RECODING NO. 7903290830, RECORDS OF KING COUNTY, WP,SHINGTON. 10. KCSP NO. 584163, RECORDED UNDER RECODING NO. 8709231179, RECORDS OF KING COUNTY, WASHINGTON. 11. KCSP NO. 584164, RECORDED UNDER RECODING NO. 8709231174, RECORDS OF KING COUNTY, WASHINGTON. NC>R.TH GRAPHIC SCALE 0 150' 300' 600' 1 INCH ::; 300 FT. BASIS OF BEARINGS No1 ·25'21 "E BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTION CORNERS OF SECTION 3-23-5, CITY OF RENTON CONTROL POINTS 1845 AND 2097 3r-----:-----'-' r~.,,..__N~8_7_:'2:.::5...:'5:.::0....:"W:.:_ __ ___;,_ 1322. 79' 34 35 C.O.R. PT NO. 2097 _/3 \2 FOUND STONE MONUMENT •• w WITH FAINT X, DOWN 1.7', ~ p ·- IN MONUMENT CASE ~ ~ '<I-. "IQ z FOUND STONE\ MONUME. NT WIT.H FAINT X ~CALCULATED CENTER 1322.79' 3 2 OF SECTION PER REF. 5 w Nn ~ '<I- ll) ui f'l ~ 0 ~ z w . . l{)~ (() l{) <t: ~f-.J w ~c5 :!,: w z • (0 ~ ll) ll) N87'49'01 "W oi ;i-r-------.J N87'49'01 "W n f'l 1322.55' r--1~333j;o~.~644''/1-~i~~~.!f_---~::-:'-:~---------J * ll) o o' 330.64' 661.27' z ~ 0) ~~ @ 0 l{) (I) 10 10 I"- 0) 0 Lli (0 (0 c..i'~ lO oi 1'<1-rrJ • 0) ll:l~ * w i ' ~ N 130'@ go·-('I N l{) f'l 0 MONUMENT NOT / SEARCHED FOR HELD LOCATION PER REF. 5 3 . 1322.36' 10 w • ('.j i.o f-.J 0 z 330.59' N88'12'12"W w ' (0 ~ lO f'l 5 z 330.59' ~ w b ('I lO f'l 0 z MONUMENT WITH PUNCHED BRASS PLUG, w • OC) z ('I l{) f'l 0 z C.O.R. PT NO. 1845\ FOUND CONCRETE DOWN 1.7', IN MONUMENT CASE 661.18' 3 / 2 10 11 SECTION SUBDIVISION PER THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262, PG'S. 55-57, REC. NO. 20130611000790, REFERENCE 5. D.R. STRONG CONSUL nNG ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 1TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.821.2423 www.drstrong.com PROJECT NO. 14103 LUA 16-c-000071 LND10-0520 w z 0 0 <( s: __J l ( 36 ""-. ------ I SUMMERWIND DIV. 5 VOL. 154, PG. 68-74 _}_ 35 8 CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON 7 6 5 W,iJDSTONE DIV. 4 . I . VOL 225, PG. 91-93, 4 3 FOUND CONCRETE MONUMENT ~ WITH 2-1/2" BRASS DOMED DISK . . . · WITH "X", IN MONUMENT CASE N87"49'01 "W 153_56 • -"--' _J_ . ---~ ------. re. NO. W0/05239.000r . _L _1• .. ACCESS EASEMENT REC. NE 16TH ST ---. .· . --· · NO. 20060914001333 1 o' SLOPE & TEMPORARY CONSTRUCTION EASEMENT REC. NO. 20060808001642 ~· 33 FOUND CONCRETE MONUMENT WITH PUNCHED 2" BRASS DISK, DOWN 0.6', IN MONUMENT CASE · 32 END OF FENCE IS 0.5'E. OF ft 34 FENCE IS 0.3'E. OF I( N87"49'01"W 0 0 ll1 ('J -- ,---7 L 13 141.51' -L _/ 90.34' -e-~ '? ~ -:Dsc:~iv~6 ~=25:~\ t<) w I ENTRY MONUMENT L,=59·1)~~ ~\ .... ~ EASEMENT SEE L=38.94' I I 26.5' : ~ \; NOTE1 8, SHT. 2 I t;,j co . _< 9848± S.F. 11')~ ~ '0' C§D I I') w 10' UTILITY-_ Zi; VJ (!) ~ ESM'T. (T.YP) I . .z .--:i-1L~~l,a;,,;. ll.~Ul..--;-_L~1I57.1· ll..l.'-·--==-.-· -al'\ w ~ V) -W z ::J 'b 0 ~ R(. J oi I") I") I PRIVATE RETAINING WALL AND STORM DRAINAGE EASEMENT SEE NOTE 9, SHT, 2 2 8050± S.F. ~ N88'34'48"W 115.00' 0 0 0 0 lf) /R w z __J (L 0 :r: 0 et: w 330.64' 189.13' .,.. .. 89.68' I ---7'"---- { / PRIVATE / R=25.00' LANDSCAPE AND I ..Y ti=90"45'47" ENTRY MONUMENT I L=39.60' EASEMENT SEE 26.5' h:i <'! (0 NOTE 8, SHT. 2 l ~ I 13 g 9150± S.F. -'-"-lO f-1 O' UTILITY . (@) 0 lf) , . ESM'T. (TYP) N88'34' 48"W 115.00' 10' P.D.E~ SEE NOTE 6, I SHT. 2 12 8050± S.F. (§) N88'34'48"W 115.00' 6'VBF -. --.-8 ~ FENCE IS / ~ 0.4'E. OF fr. 0 co ci ('I ('J 47.61' u.. (D :r: LO FENCE IS 0.4'W. OF fr. KING CO. SHORT PLAT NO. 584164 REC. NO. 8709231174 3 TRACT A 10496± S.F. STORM DRAINAGE TRACT SEE NOTES AND RESTRICTIONS NO. 1, SHEET 2 \ \--- \\ \ \·o FENCE IS 2.3'E. OF ft SET TYPICAL REBAR AND CAP ON LOT LINE 3.00' E. OF CORNER w • N ... io ~ ... 0 z l '.j r, I ,. ,,-L22 10' P.D.E 7'-1 3 SEE NOTE 2, lO SHT. 2 ,..:I ao@f/' I '<1'11 l,=09'30'33" \ L=25.14' J ~%~~ NU) ~ 0 • N • (,l (JI --.JO • (JI • 0 -10' P.D.E SEE NOTE 5, SHT. 2 • ! L,=09·30·33· L=16.35' 11 8115± S.F. c§D 0 <X) ci r-... :: A-9.32' ~ ~ FENCE IS o. . 30 \ 31 \ SUMMERWIND DIV. 5 26 VOL. 154, PG. 68-7 4 \ ~~~ '-· ---. "'" ~I'. , FENCE_ IS / "" 6' 1. 8'E. OF ft A~,~ FOUN: CONCRETE/ MONUMENT WITH PUNCHED 2" BRASS DISK, DOWN 0.5', IN MONUMENT CASE LINE L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 FENCE ISi 2.l'N. OF It BEARING N87"49'01 ''W SO 1 '25' 12"W N29'56'20''W N01'25'12"E N88'34'48''W N88'34'48"W N01'25'12"E N28'44'08"E N01'25'12"E N88'34'48"W N88'34'48"W N06'36'40"E N23'29'15"E N01 '25' 12"E N01'04'55''W N77"08'46"E N88'34'48"W .(.,l 0 vl • . 'ri----~11::2::.1~1·:-::---,---~+--_2.47~.~60~'___,..:.'./::,J, 0. 3'W. OF fr. N88'34'48"W 159.71' 117.65' p~~~~1~ 1c};, ~~~~E~T~D:~1 ~~ ~ z \\c3 \ ~ I J ~: 38992", 1.0'E. X 0.6'N. OF PROP. _.. ~ <D 10 I o 5 w_ 4 CORNER \I~ E ~ o:>. I 10769± S.F. :::; R z ~ 10986± S.F. \ o.\ C1l.\-"• \ ~ --..ii w~ '1513' \ ~ ~ \ \ ,20 (I)_ FENCE IS 0.9'N. X '-u 1.1 'E. OF PROP. .___._ _____ __;N..:.:8=:8~·3~4~' 4~8~"W'.!._ __ ;.;_;_,.4--_-----=-......,;4 1s .Z CORNER \ I 14 7. 98' J::: --: 26,5' , \\ S1EO~ ~gT~ -:I I I: 10, SHT. 2 ~ I ::J 9 i I w I I 2 6'VBF 132.53' 26,5' N87'49'01 "W 1.30.01' FENCE IS 0.6'N. OF I[. 2.52'..-..:'- 1 DISTANCE SEE SHEET 5 FOR CONTINUATION 12.00' 52.71' 13.45' 18.18' 96.00' 96.00' 17.92' 26.15' 98.84' 7.00' 8.77' 4.20' 8.16' 14.68' 33.35' 18.35' RECORDING NO. VOL/PG SHEET 4 OF 5 NC>~TH GRAPHIC SCALE 0 20' 40' 80' 1 INCH = 40 FT. BASIS OF BEARINGS N01 '25'21 "E BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTION CORNERS OF SECTION 3-23-5, CITY OF RENTON CONTROL POINTS 1845 AND 2097 LEGEND: 0 • HBF VBF FOUND 4" CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK IN MONUMENT CASE SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPED "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS NOTED SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" HORIZONTAL BOARD FENCE VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT fr. PROPERTY LINE ~ CITY OF RENTON STREET ADDRESS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.821.3063 F 425.827.2423 www.drstrong.com L29 N01'25'12"E 49.86' D.R. STRONG CONSUL TING ENGINEERS PROJECT NO. 14103 LUA16-000071 LND10-0520 CONCORD PLACE A PORTION OF THE SE. 1 / 4 OF THE SE. 1 / 4 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON CURVE C1 C2 C.3 C4 cs SEE SHEET 4 FOR CONTINUATION LINE Ll L2 L3 L4 LS L6 L7 L8 1_9 L10 --· Ll 1 --- L12 L28 L29 L30 L31 L32 L33 L34 L35 L36 L37 L38 L39 ". f "" ~~~' FENCE IS 1.8'E. OF fr. 4 FENCE IS 0.9'N. X 1.1'E. OF PROP. \ / 27 / \1,-~ ~ FENCE IS 2.1'N. OF fr. 0~-,-- I I I I I I CORNER 6'VBF 132.53; NB7'49'01 "W 130.01' FENCE IS 0.6'N. OF It \ \ /'"" I 1 I . <· SUMMER:i~D DIV. 5 VOL. 154, PG. 68-7 4 ) I LO 91 t') <...i w U) PA~CEL I I I UN PLATTED FENCE IS~ 0.6'W. OF I[ w U) I , . \ $ I "' . I 29 ; I FOUND 1/2" REBAR WITH WHITE PLASTIC CAP, STAMPED "DMT LS 38992", 0.2'W. OF I( BEARING N01 '25'12"E N01 '25'12"E N01 '25'12"E No1 ·2s·12"E N88'34' 48"W N01 '25'12"E No1 ·2s·12"E N6T07'57"W N88'34' 48"W N62'00'53"W N01 '25'12"E "' :J I 3: 30.' INGRESS, EGRESS,-, U IILITY EASEMENT I- UNPLATTED w Li... z ~ :J I \ . \ \ I REC. NO. 7609140487 FENCE IS ----: LJ 0.5'E. OF I( \ FOUND 5/8" REBAR WITH \ .\ I YELLOW PLASTIC CAP STAMPED . ---"ARNETT LS 101or ON fr. I I I I DISTANCE 26.01' 0.72' 20.75' 48.54' 10.00' 62.95' 23.60' 10.74' 10.18' \ \ \ \ : \ \ '( I FENCE CORNER IS 0.1 'N. OF PROP. CORNER FOUND 1 /2" REBAR WITH BROKEN WHITE PLASTIC CAP, 0.2'E. X 0. 7'N. OF PROP. CORNER UNPLATTED \ \ I \I 15' EASEMENT --- . REC. NO. 20140306000025 52.27' \· 78.58' ~<_<'4-)) . N8f°31'22"~ ~--- 57.36' \ N7T08'46"E 18.35' \ '01,-0 ~- . ~ \JS'~Q ~ 'i . ~ '1',,"1,y . ~ I~ ~o N01'25'12"E 49.86' Nl 9·57'45"E 12.58' N01'25'12"E 28.96' N 1 o· 5 1 ' 1 9 "w 15.00' N03'59'34"W 24.26' N01'25'12"E 79.44' N20'10'35"W 9.56' N00'23'54"W 40.18' N22'55'38"W 23.69' N01'06'48"W 25.82' N81'31 '22"W 11.44' RADIUS DELTA ANGLE ARC LENGTH ~ "S'<_<' ~ 19.50' 22·55'33" 7.80' 50.50' 45·05'31" 39.76' 50.50' 103·27'55" 95.60' 19.50' 22·55'33" 7.80' 60.50' 17'27'21" 18.43' \ 26.51 ' 11 II o Ntq Ql,,I ·o -.._J • (J1 t,J -t,J 31.5' . w ~I(() ;:-Cl) LO . • N Cl) . ,..... o N z 26,5' :;o ! N Y' 0 o. I TEMPORARY TURNAROUND EASEMENT SEE NOTE 7, SHT. 2 · I I I I I I I I I \ \ \ 10 I L'25 ----..,. ll) N88'34' 48"W LO ~~-----_;;.:-=:::~~.:!_---+--::......-4 ~ 147.98' N 1:~9·30'33" L=25.14' • loo N I 10' P.D.E SEE NOTE 4, SHT. 2 9 10073± S.F. (§) N88'34'48"W 142.60' 6 11731 ± S.F. ~ FOUND 1/2" REBAR WITH WHITE PLASTIC CAP, STAMPED "LS 17663", 0.5'E. X 0.7'N. OF PROP. CORNER -:.i- I t') u w U) g ~ d ,... "' w U) FOUND 7 /8" O.D. IRON PIPE WITH WHITE PLASTIC CAP STAMPED "LS 17663", 0. 3'E. OF fr. ~ FENCE IS ON fr. 3 FOUND 1/2" BARE REBAR 0.6'E. OF ft KING CO. SHORT PLAT NO. 584163 REC. NO. 8709231179 2 FOUND 1/2" BARE REBAR 0. 7'E. OF fr. C"! / CONC. WALL. io / WEST FACE IS ON I( FOUND LEAD AND TACK ON CONCRETE WALL, 0.3'E. X 0.7'N. OF PROP. "" CORNER "'--FENCE CORNER IS 0.2'N. OF PROP. CORNER I I UNPLATTED I I I UNPLATTED I I I -------·------·--- RECORDING NO. VOL/PG SHEET 5 OF 5 NC>R.TH GRAPHIC SCALE ·o 20' 40' 80' 1 INCH = 40 FT. BASIS OF BEARINGS N01 '25'21 "E BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST AND NORTHEAST SECTION CORNERS OF SECTION 3-23-5, CITY OF RENTON CONTROL POINTS . 1845 AND 2097 LEGEND: 0 • FOUND t1-" CONCRETE MONUMENT WITH P NCHED 1-1/2" BRASS DISK IN MON MENT CASE SET STANDARD CITY OF RENTON MONUMENT WITH BRASS DISK STAMPEQ "DRS 37555" IN MONUMENT CASE. FOUND CORNER MONUMENT AS NOTED SET 5/8" X 24" REBAR WITH PLASTIC CAP STAMPED "DRS 37555" HBF HORIZONTAL BOARD FENCE VBF VERTICAL BOARD FENCE P.D.E. PRIVATE STORM DRAIN EASEMENT It PROPERTY LINE (§) CITY OF RENTON STREET ADDRESS ENGINEERS PLANNERS SURVEYORS 620 7TH A VENUE KIRKLAND, WA 98033 0 425.827.3063 F 425.827.2423 www.drstrong.com C6 60.50' 86'05'04" C7 60.50' 45·43'33" 90.90' 51.45' D.R. STRONG CONSUL TING ENGINEERS PROJECT NO. 14103