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RECORDING NO. VOL PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 1 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., LEGAL DESCRIPTION CITY OF RENTON, KING COUNTY, WASHINGTON TARCEL A: HE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE CITY OF RENTON APPROVALS CITY .OF RENTON FINANCE ADMINISTRATOR'S CERTIFICATE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, CITY OF RENTON PUBLIC WORKS DEPARTMENT I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL WASHINGTON; ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN Tf CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL, EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH EXAMINED, AND APPROVED THIS __ __ DAY OF �LQ'Z�_, 2016. LINE; , THIS _ DAY OF ----- 2016. EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: 1-16PA fAl� BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE PUBLIC WORKS A NI "TRAT�JR / OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION FINANCE ADMINI RATOR 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 CITY OF RENTON MAYOR FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING /� TERMINUS OF LINE; EXAMINED, AND APPROVED THIS _ DAY OF E�7 e t 2016. EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER `\,VomOIIIIIIIIl1ll1/t�/ RECORDERS NOS. 6468344 AND 7207120398. I✓VNX/ �����\`\�� //�����i PARCEL B: - KING COUNTY FINANCE DIVISION CERTIFICATE A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS MAYOR / �„ RECORDING NUMBER 7609140487. f Sill-, = I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL,ASSESSMENTS DEDICATION ATTEST: �/ �' I ' ° CERTIFIED TO THIS OFFICE FOR COLL TRAMIk � NY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR AU '�tti �qyh SSE, ARE PAID IN FULL. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE THE UNDERSIGNED OWNERS OF INTEREST IN THE LAND CITY CLER HEREBY SUBDIVIDED, HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION THIS DAY OF__pfCl 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 r a NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY,PURPOSES, IN THE ORIGINAL SCo'� Q�N >� � 1 �? o1wQ REASONABLE GRADING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PRIVATE EASEMENT PROVISIONS MANAGER, FINANCE DIVISIONAL „y ° �• �`� � DEPUTY 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 THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF ° DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE .EASEMENT SHOWN " kJ DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE i,°a .cPa, 3 ' HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY SHOWN. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND � 4+i' Y;.,,I' a IDENTIFIED AND FOR THE PURPOSE STATED. SHALL BE BINDING ON THE SUCCESSORS, HEIRS AND ASSIGNS OF THE OWNER(S) OF THE LAND HEREBY `kA, F, ,$ BURDENED. THE OWNER(S) OF THE LOTS BENEFITED AND THEIR SUCCESSORS AND ASSIGNS SHALL HAVE FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, KING COUNTY DEPARTMENT OF ASSESSMENTII ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING ANY _, 2016. BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED EXAMINED, AND APPROVED THIS _ _ DAY OF r� L_ DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. THAT SUCH SHALL BE ACCOMPLISHED IN A MANNER THAT IF EXISTING PRIVATE IMPROVEMENTS ARE DISTURBED OR DESTROYED THEY WILL BE REPAII:ED OR REPLACED TO A CONDITION SIMILAR AS THEY KING COUNTY DEPARTMENT OF ASSESSMENTS FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR WERE IMMEDIATELY BEFORE THE PROPERTY WAS ;ENTERED UPON BY THE ONE BENEFITED. THE OWNER(S) HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON, AND ANY GOVERNMENTAL AUTHORITY, HARMLESS, OF THE BURDENED LOT SHALL RETAIN THE RIGHT TO USE THE SURFACE OF SAID EASEMENT IF SUCH INCLUDING ANY COSTS OF DEFENSE, IF ANY FROM ANY DAMAGES TO A PERSONS PROPERTY WITHIN OR TALLATION OR USE OF SAID UTILITIES. HOWEVER, THE OWNER(S) U-0 IWITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, USE DOES NOT INTERFERE WITH THE INS, ` DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL OF THE BURDENED LOT SHALL NOT ERECT OR 0AI1`17AIN ANY BUILDINGS OR STRUCTURES WITHIN THE OR CONSTRUCTION OF THIS SUBDIVISION. EASEMENT. ALSO THE OWNER(S) OF THE BURu'_NED LOT -SHALL,NOT PLANT TREES, SHRUBS OR KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR VEGETATION' HAVil-] DEEP ROOT F7Q°TTERNS WHICf,I =P.1AY .CAU,SE DAMAGE TO OR INTERFERE*=WITH"SAID FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY UTILITIES AND/OR USES FACILITIES. ALSO THE UYVNER(S) OF THE BURDENED LOT SHALL NOT DEVELOP PARCEL NO. 0323059021 CERTIFY THAT WE HAVE ESTABLISHED THE CONCORD PLACE HOMEOWNERS ASSOCIATION (HOA) IN OR BEAUTIFY THE EASEMENT AREAS IN SUCH A JAY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. 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 -------- PRIVATE DRAINAGE ACCESS EASEMENT IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX RECORDING CERTIFICATE OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) THE OWNER(S) OF PRIVATE PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENTS MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST SHOWN AS "PRIVATE" HEREBY GRANT AND CON\,c.Y TO THE CITY OF RENTON, A MUNICIPAL FILED FOR RECORD AT THE REQUEST OF ------------------, THIS ----- DAY OF IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND CORPORATION, THE RIGHT BUT NOT THE OBLIGATION TO CONVEY OR STORE STORM AND SURFACE WATER ---------------- f 20___, MAINTENANCE RESPONSIBILITIES. 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 AT ------- MINUTES PAST ----M. AND RECORDED IN VOLUME --------- OF PLATS, PAGE(S) THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITH PURPOSE OF OBSERVING THAT THE OWNER(S) A tE PROPERLY OPERATING AND MAINTAINING THE ----- THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS, DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE RECORDS OF KING COUNTY, WASHINGTON. FOR OPERATING, MAINTAINING, AND REPAIRING I!IE DRAINAGE FACILITIES CONTAINED WITHIN SAID IN WITNESS WHEREOF, WE SET OUR HANDS AND SEALS: DRAINAGE EASEMENT AND ARE HEREBY REQUIRED TO OBTAIN ANY REQUIRED PERMITS FROM THE CITY OF RENTON OR ITS SUCCESSOR AGENCY, PRIOR TO i-ILLING, PIPING, CUTTING OR REMOVING VEGETATION DIVISION OF RECORDS AND ELECTIONS ALBACORE ACH, LLC, U.S. BANK NATIONAL ASSOCIATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANC': SUCH AS LAWN MOWING) IN OPEN VEGETATED A WASHINGTON LIMITED LIABILITY COMPANY D/B/A HOUSING CAPITAL COMPANY DRAINAGE FACILITIES (SUCH AS SWALES, CHANI'IELS, DITCHES PONDS, ETC.) OR PERFORMING ANY ________________________________ - -----------------------------ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE MANAGER SUPERINTENDENT OF RECORDS EASEMENT. THIS COVENANT SHALL RUN WITH TIDE LAND AND IS BINDING UPON THE OWNER(S) OF SAID PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS 'AND ASSIGNS. o` THE CITY OF RENTON SHALL HAVE THE RIGH',' TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN ,• %.- - -n HEREON TO REPAIR ANY DEFICIENCIES OF THE [DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE MICAart 440t7/ BY: Li.Ga A • '=-Lo1r) NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE SURVEYOR'S CERTIFICATE ITS:IqA f/�g- ITS: �-U�•- JP OWNER(S)'S COST. 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 ACKNOWLEDGMENTS COMPLIED TH THE PROVISIONS OF THE PLATTING REGULATIONS. STATE OF WASHINGTON ) STATE OF WASHINGTON ) SS ) SS ------ --- - ------------------ COUNTY OF �L�_ ) COUNTY OF _ ) STEPHEN J. SCHREI, PROFESSIONAL LAND SURVEYOR _/ ! CERTIFICATE NO. 37555 (p I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT. 1 '4 - _ SIGNED I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT _'_` _�w�L�___ SIGNED D. R. STRONG CONSULTING ENGINEERS J. S d.m THIS INSTRUMENT ON OATH STATED E WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND THIS INSTRUMENT ON OATH STATED H S AUTHORIZED TO EXECUTE THE INSTRUMENT AND 620 7TH AVENUE �� aF WAs ACKNOWLEDGED IT AS THE AA �----- OF ALBACORE ACH, LLC, A WASHINGTON LIMITED ACKNOWLEDGED IT AS THE _ 1La_ ( OF U.S. BANK NATIONAL ASSOCIATION D/B/A KIRKLAND, WASHINGTON 98033 LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND HOUSING CAPITAL COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PHONE: (425) 827-3063 ti PURPOSES MENTIONED IN THIS INSTRUMENT. PURPOSES MENTIONED IN THIS INSTRUMENT. U) .L a��s If �-�. 4Q�. ' ,, DATED _ �., h I Oa�� ®``may 7555 DATED --- - ------- tilt S Q �. -��=K �L- �f - t'9f.f R(�' 1 S T E�` a,nv A01 �Q` •°S\ON�� T 6•„e — — — �Za.. � oa-� SIGNATURE OF Vo p� �TAi?Jr fio SIGNATURE OF LL� `- v, . z w �wo� NOTARY PUBLIC L`^Cc�"^.` � i '" eJ�, _-� NOTARY PUBLIC ON roc^- rw� TITLE ���� ------------ =��9 •.,06„17,-N .' ',� TITLE -- ------------- �� �`F 620 033 ENGINEERS PLANNERS SURVEYORS 7THAVENUE KIRKLAND, WA 98 "at ;TF O""".g���ifff =9>� :.... R��►f+� O 425.827.3063 F 425.827.2423 v �Ivnm MY APPOINTMENT EXPIRES ? F WA,,f11 MY APPOINTMENT EXPIRES , pS`l` � www.drstrong.com D.R. STRONG CONSUL77NG ENGINEERS PROJECT NO. 14103 RECORDING NO. VOL/PG LU16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 2 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON EASEMENT NOTES TRACT NOTE CITY OF RENTON DRAINAGE EASEMENT COVENANT THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE", ARE HEREBY GRANTED AND LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER RETENTION, UTILITY FACILITIES AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. 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 THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT CONTAINED THEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED THE OWNERS COST. FIRE SPRINKLER REQUIREMENT FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 1. AN EASEMENT IS HEREBY'RESERVED, GRANTED AND CONVEYED TO THE C TY OF RENTON, PUGET HOMES CONSTRUCTED ON LOTS 5 AND 6 ARE REQUIRE T01 BE INSTALLED WITH AN APPROVED FIRE SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR SPRINKLER SYSTEM. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT—OF—WAY, AS SHOWN PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. HEREON IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OP--RATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPTOGETOSE OF HER WI HERVING THIS THE RIGHT TOE NTISION ER UPONDTHEHER LOTSRAT ALL Y ITH UTILITY TIMES FOR THEERVICES AND SIDEWALKS, PURPOSE HEREIN STATED. NOTES AND RESTRICTIONS NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE 1. TRACT A IS A PRIVATE STORM DRAINAGE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE PUBLIC DRAINAGE. EASEMENT RESTRICTIONS TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO CONCORD PLACE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO OTHERWISE NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE A BUILDING. MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED WITH SAID TRACT. SHOULD THE CONCORD FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE PLACE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 2 AND 3 IS FOR THE BENEFIT THROUGH 13 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. OF LOTS 3 AND 4 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 2, 3 AND 4 IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR.PLACE FILL (INCLUDING BUT NOT ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES OBLIGATIONS, AS EVIDENCED BY NON .PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED FACILITIES USED IN COMMON WITHIN SAID EASEMENT, OWNERSHIP INTEREST IN TRACT A PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND MAINTENANCE RESPONSIBILITIES b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE . 3. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 6 AND 7 IS FOR THE BENEFIT TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. OF LOTS 5 AND 6 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6 AND 7 A DRAINAGE EASEMENT OVER SAID TRACT IS HEREFIY GRANTED AND CONVEYED TO THE CITY OF RENTON ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT C) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE COVENANT HERE311. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA FACILITIES USED IN COMMON WITHIN SAID EASEMENT. RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. AND ANY PRIVATE IMPROVEMENTS THEREIN. 4. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 8 IS FOR THE BENEFIT OF LOT 9 2. ALL TRAFFIC MITIGATION OR IMPACT. FEES REQUITED BY RENTON MUNICIPAL CODE SHALL BE PAID AT FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8 AND 9 ARE HEREBY d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL THE TIME OF BUILDING PERMIT ISSUANCE. THE FEE PAID SHALL BE IN THE AMOIJ"1? IN EFFECT AS OF WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT—OF-WAY, OR SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN THE DATE OF BUILDING PERMIT APPLICATION. CRELIT SHALL BE GIVEN FOR ONE EXISTING HOME, CREDIT ENDANGER THE LATERAL SUPPORT FACILITIES. COMMON WITHIN SAID EASEMENT. SHALL BE GIVEN TO LOT 1. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 11 AND 12 IS FOR THE BENEFIT 3. THE CONCORD PLACE HOMEOWNERS ASSOM4TION.-WAS ESTABLISHED WITH THE WASHINGTON e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT—OF—WAY. OF LOTS 10 AND 11 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 10, 11 AND SECRETARY OF STATE OCTOBER 7, 2015. ALL LOTS WITHIN THIS SUBDIVISION ARE: SUBJECT TO THE 4 ' 12 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE CONCORD PLACE HOMEOWNERS ASSOCIATION f)"ERECT`FENCES"IN SUCH A 'WAY AS'TO'PREVENT-ACCESS BY THE CITY"OF RENTON'S VEHICLES TO FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE RECORDED UNDER KING COUNTY RECORDING NUMBER THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. - 4. STREET TREES WITHIN THE PUBLIC RIGHT OF WA SHALL BE OWNED AND MAINTAINED BY THE 6. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 12 AND 13 IS FOR THE BENEFIT CONCORD PLACE HOMEOWNERS ASSOCIATION. THOS_ TREES ON INDIVIDUAL LOTS, REQUIRED TO BE g) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND INSTALLED ACCORDING TO THE APPROVED LANDSCA ING PLANS SHALL BE MAINTAINED BY OWNER OF PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE THE LOT ON WHICH THE TREE IS LOCATED. REGARDLESS SHOWN ON THIS IS PERMIT REQUIREMENTS. FACILITIES 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 FLOW CONTROL BMP NOTES TEMPORARY TURNAROUND FACILITIES. THE CONCORD PLACE HOMEOWNERS ASSOCIATION IS HEREBY — RESPONSIBLE FOR THE MAINTENANCE OF SAID TEMPORARY TURNAROUND FACILITIES WITHIN SAID 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER EASEMENT, THIS EASEMENT SHALL AUTOMATICALLY TERMINATE UPON THE EXTENSIONS OF THE PUBLIC LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL. BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING RIGHT OF WAY THROUGH THE ADJOINING PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE IN A FLOW CONTROL SIZING CREDIT OF 50%, THUS,.INCREASING THE ACTUAL ALLOWABLE BUILD—OUT TEMPORARY TURNAROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). THESE AREAS. 2. BASIC DISPERSION VIA SPLASH BLOCKS HAS BEEN UTILIZED FOR THIS PLAT. THIS REQUIRES 50 LF OF 8. THE PRIVATE LANDSCAPE AND ENTRY MONUMENT EASEMENT SHOWN ON LOT 1 AND LOT 13 IS VEGETATED FLOW PER SPLASH BLOCK. HEREBY GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION FOR LANDSCAPING AND ENTRY MONUMENT. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN THE MAINTENANCE OF SAID LANDSCAPING AND ENTRY MONUMENT WITHIN SAID EASEMENT. GOOD REPAIR BY EACH LOT OWNER. 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. J. ASV � z '. O 37555 �sTEg IpA'AL LAND .. ENGINEERS PLANNERS SURVEYORS 620 7THAVENUE KIRKLANO, WA 98033 Ala" O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO. VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 3 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , CITY OF RENTON, KING COUNTY, WASHINGTON 9� 2 W a PR JECT SITE N O R T Is 1 NE 1 TH GRAPHIC SCALE SUNS 1 8��0 1 300' 600' 34 \35 N� so 1 INCH = 300 FT. �3 i 2 SE 112TH ST C.O.R. PT NO. 2097 4b FOUND STONE MONUMENT w c BASIS OF BEARINGS WITH FAINT X, DOWN 1.7', N01'25'21"E BETWEEN THE MONUMENTS FOUND AT THE IN MONUMENT CASE o N SOUTHEAST AND NORTHEAST SECTION CORNERS OF N o SE 116TH ST SECTION 3-23-5, CITY OF RENTON CONTROL POINTS z 1845 AND 2097 J FOUND STONE MONUMENT WITH VICINITY MAP 3 N87'25'50'W FAINT X 1322.79' NOT TO SCALE 1322.79' 3 2 SURVEYOR'S NOTES REFERENCES \CALCULATED CENTER 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. OF SECTION PER TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 2578272 DATED DECEMBER 8106169002. RECORDS OF KING COUN,(Y, WASHINGTON. REF. 5 w 30, 2015. IN PREPARING THIS MAP, D.R. STRONG CONSULTING ENGINEERS INC. HAS CONDUCTED N NO INDEPENDENT TITLE SEARCH NOR IS D.R. STRONG CONSULTING ENGINEERS INC. AWARE OF 2. RECORD OF SURVEY, RECORDED UNDER RECORDING N0. 0000 ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE 20000908900007. RECORDS OF KING COUNTY, WASHINGTON. o N S MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE. D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE 3. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. z N P4 COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND 8106229014. Li � z THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. 4. THE WINDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL. 0 N87'49'01"W o�; 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, 4 1322.55' N87'49'01"W f142. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN WASHINGTON. 330.64' 330.64' `n OCTOBER, 2014. z 661.27' 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 ® aQf 3. PROPERTY AREA = 177,683f SQUARE FEET (4.0790f ACRES). OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. o 'n (3. 4. ALL DISTANCES ARE IN FEET. PLATS, PAGES 61-65. RECORDS OF }il)E CO VOL. 230 OF . r 6. THE PLAT OF STONE RIDGE, RECOS'..�ED IN r UNTY, n Q, 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA WASHINGTON. ® to d- FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS 7. THE PLAT OF SUMMERWIND DIVISIO14 NO. 5. RECORDED IN w BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, r• °' MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS WASHINGTON. cD o N 130' ® 90'� N N � AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. 110 'V SPECIFICATIONS. ,•� n o w o 9. KCSP NO. 778093, RECORDED UNDER RECODING NO. con w 00 z TITLE RESTRICTIONS FN 7903290830, RECORDS OF KING COUNTY, WA5HINGTON. IN N CAN N T "in 10. KCSP NO. 584163, RECORDED UNDER RECODING NO. w ;v o 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED 8709231179, RECORDS OF KING COUNTY, WASHINGTON. N it z z FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER RECORDING NUMBER 342932. 11. KCSP NO. 584164, RECORDED UNDER RECODING NO. N in 2. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN AN EASEMENT 8709231174, RECORDS OF KING COUNTY, WASHINGTON. o IN FAVOR OF SPIRAL M. BOSLEY FOR A WATER LINE AS DISCLOSED BY INSTRUMENT RECORDED z z UNDER RECORDING NUMBER 4934627. MONUMENT NOT C.O.R. PT NO. 1845 3. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, SEARCHED FOR FOUND CONCRETE HELD LOCATION EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT MONUMENT WITH RECORDED UNDER RECORDING NUMBER 7609140487. PER REF. 5 PUNCHED BRASS PLUG, DOWN 1.7% IN MONUMENT 4. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR 3 1322.36' 330.59' CASE ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER 10 330.59' 661.18' 3 l2 RECORDING NUMBER 8106169002. N88'12'12"W 10 11 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. SECTION SUBDIVISION PER THE PLAT OF WINDSTONE 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT DIVISION 5. RECORDED IN VOL. 262, PG'S. 55-57, REC. ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE", AS DISCLOSED BY INSTRUMENT NO. 201 3061 1 000790, REFERENCE 5. 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. J 8. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A MEMORANDUM OF AGREEMENT �4oF WASS AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20050621002061. 9. THIS SITE IS SUBJECT TO THE THE TERMS AND CONDITIONS OF AN EASEMENT AGREEMENT co 0 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 37555 INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060914001333. c�sTF,g IOA'A LAIC 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 ENGINEERS PLANNERS SURVEYORS INSTRUMENT RECORDED UNDER RECORDING NUMBER 20151008001478 AND THE MODIFICATION 620 7THAVENUE KIRKLAND, WA 98033 AND/OR AMENDMEN THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING 0425.827.3063 F425.827.2423 NUMBER 20151029001392. www.drstrong.com D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO. VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 4 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON I 36 J 35 8 7 6 5 4 3 SUMMERWIND DIV. 5 WINDSTONE DIV. 4 VOL. 154, PG. 68-74 VOL. 225, PG. 91-93, JREC. NO. 20070523900007 FOUND CONCRETE MONUMENT _[_ NE ACCESS EASEMENT REC. N O H WITH 2-1/2" BRASS DOMED DISK 1 6TH ST ' WITH "X", IN MONUMENT CASE N0. 20060914001333 10' SLOPE & TEMPORARY CONSTRUCTION EASEMENT GRAPHIC S)CALE N87'49'O1"W 183.56' N87'49'Ol"W 330.64' REC. NO. 20060808001642 0 20' 40' 80' _ 141.51' 6'VBF Ln E o 189.13' 1 INCH =40 FT. N -,L13 - 1- o FENCE IS - .- N 90_34' o.4'E. of R BASIS OF BEARINGS _ _ 89.68' - FENCE IS END OF -� 47.61' N01'25'21"E BETWEEN THE.MONUMENTS FOUND AT THE FENCE IS ,�, I PRIVATE � PRIVATE 0.4'W. OF R SOUTHEAST AND NORTHEAST SECTION CORNERS OF LANDSCAPE AND R=25.00' \ / 0.5'E, OF R ,� ENTRY MONUMENT �- R=25.00' LANDSCAPE AND SECTION 3-23-5, CITY OF RENTON CONTROL POINTS EASEMENT SEE 8g 9413 I 26.5' 26•5' d=90'45'47" ENTRY MONUMENT I 1845 AND 2097 L J I J NOTE 8, SHT. 2 ( I L=39.60' EASEMENT SEE w Z w t 1 NOTE 8, SHT. 2 0 iv in �t 0D33 34 98�48�t S.F. IN) l I 13 N 00 04 I 9150t .S.F. 10' UTILITY-----I CD `n o KING CO. SHORT o Q N I- 10' UTILITY 1536 00 PLAT No. 584164 Z \ J ESM'T. (TYP) I I ESM'T. (TYP) I a 0 v L17 w N REC. N0. 8709231174 QQ N88'34'48"W m 3 w L 18 ~'j N N 115.00' _ in Z PRIVATE RETAINING o � z I N +0 I 10' P.D.E J -w_ WALL AND STORM o o SEE NOTE 6, o DRAINAGE I W r? I SHT. 2 o �,� EASEMENT SEE T FOUND CONCRETE ►`� NOTE 9, SHT. 2 `n Z 0 12 I o a TRACT A MONUMENT WITH PUNCHED 2 10O I J ' I 8050t S.F. C3 (V N 10496t S.F. 2" BRASS DISK, DOWN 0.6', 32 FENCE IS rKj 8050t S.F. n- I 1530 STORM DRAINAGE TRACT SEE NOTES LEGEND: IN MONUMENT CASE 0.SE. OF R 1525 I N AND RESTRICTIONS Io NO. 1, SHEET 2 FOUND 4" CONCRETE MONUMENT U Z 115.00' *34'4' W ���� - WITH, PUNCHED 1-1/2" BRASS DISK N88'34 48"W � N88'34'48' IN MONUMENT CASE FENCE IS --�- w N 1 > ® SET STANDARD CITY OF RENTON N I� 10' P.D.E �� 10' P.D.E MONUMENT WITH BRASS DISK *- X SEE NOTE 2, W) y? SEE NOTE 5,in STAMPED "DRS 37555" IN a SET TYPICAL S`t of 3 SHT. 2 � I ( SHT. 2 11 � MONUMENT CASE. REBAR AND o 0011 8075t S.F. 8115t S.F. o CAP ON LOT Z 1519 I r x + I 1524 Q FOUND CORNER MONUMENT AS LINE 3.00' E. I II o II A=09'30'33 NOTED OF CORNER 4=09'30'33" I No W � L=16.35' o L=25.14' -4 0. o ,� • SET 5/8" X 24" REBAR WITH o > L22 U'_6 q �-9.32' FENCE IS o. N88'34'48"W w 112.11' J PLASTIC CAP STAMPED "DRS 37555" 31 30 - 47.60' 0.S W. OF 117.65' N88'34'48"W 159.71' �n HBF HORIZONTAL BOARD FENCE SUMMERWIND DIV. 5 3.45'-"' \• VOL. 154, PG. 68-74 w 1 , I L24�v w � is N 2 VBF VERTICAL BOARD FENCE FOUND 1/2" REBAR WITH WHITE sS \ PLASTIC CAP, STAMPED "DMT LS z Jo I Lo P.D.E. PRIVATE STORM DRAIN EASEMENT a 38992", 1.0'E. X 0.6'N. OF PROP. � iD I 10 p o w o CORNER o o Q° I o z R PROPERTY LINE is 4 I o o cn 10769t S.F. 00 10986t S.F. �' r 1518 1531 CITY OF RENTON STREET ADDRESS ��2s 1513 Cl vwi_ FENCE IS FENCE IS 0.9'N. X I I UZ8 \ G 1.8'E. OF 1.1'E. OF PROP. N88'34'48"W L CORNER I 147 98' � �6'VBF 132.53' 26.5 SEE NOTE a, I w 26 N�7*49'01"W 130.01' 10, SHT. 2 I� J 1 FENCE IS 2.52'-�-- I FENCE IS I I I w / \ 2.1'N. OF RI I 0.WN. OF R 9 1 � I FOUND CONCRETE MONUMENT WITH PUNCHED SEE SHEET 5 FOR CONTINUATION 2' BRASS DISK, DOWN 0.5', LINE BEARING DISTANCE IN MONUMENT CASE L13 N87'49'01"W 12.00' L14 SOV25'12"W 52.71' �4 of wash L15 N29'56'20"W 13.45' w �o L16 N01'25'12"E 18.18' L17 N88'34'48"W 96.00' " x L18 N88'34'48"W 96.00' L19 N01'25'12"E 17.92' 37 37555 � L20 N28'4408"E 26.15' Gt ST01 L21 N01'25'12"E 98.84' AL AID L22 N88'34'48"W 7.00' L23 N88'34'48"W 8.77' L24 N06'36'40"E 4.20' L25 N23'29'15"E 8.16' ENGINEERS PLANNERS SURVEYORS D L26 NO1'25'12"E 14.68' 6207THAVENUE KIRKLAND, WA98033 L2 7 N 01'04'55"W 3 3.35' 0 425.827.3063 F 425.827.2423 L28 N77'08'46"E 18.35' www.drstrong.com L29 N01'25'12"E 49.86' D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO, VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 5 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. , CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 4 FOR CONTINUATION \ / 1 ` � 1 FENCE 10 IS 4 FENCE IS 0.9'N. X I L28 - \ 1.8'E. OF R 1.1'E. O CORNEROP. N88'34'48"W O 147.98' N '9 6'VBF 13 26.5' r7 2,53 26 N8T49'01"W 130.01' �j -I J I w 1 FENCE IS 2.52' IS/ I I FENCE OF II j�09'30'33" I 000 = . HO6Nwo OF R 10073t S.F. N s I-,o I 1512 J GRAPHIC SCALE I 31.5' `v ( ( 0 20' 40' 80' N I N88'34'48"W I w 142.60' I z 1 INCH = 40 FT. 27 0 BASIS OF BEARINGS Lo 8 10' P.D.E 9982t S.F. �' 1 N01'25'21"E BETWEEN THE MONUMENTS FOUND AT THE / SEE NOTE 4, 1506 SOUTHEAST AND NORTHEAST SECTION CORNERS OF TR B I I SHT. 2 F-- o I FOUND 7/8" O.D. IRON SECTION 3-23-5, 1845 AND 2pCITY OF g7N CONTROL POINTS / 10' P.D.E w PIPE WITH WHITE PLASTIC � PARCEL I UNPLATTED iv o I SEE T. 2 I "ion CAP STAMPED "LS / 10, SHT. 2 NB CR `� I 17663", O.A. OF R I of N I N88'34'48"W tO 28 v I r� W L5 142.60' SUMMERWIND DIV. 5 N I FENCE IS R. w z I I 7 I I FENCE IS ON R 0.6'W. OF � VOL. 154, PG. 68-74 J o 9982f S.F. �rI uw �-- - \ �' w I J 1414 I o ui cv SET TYPICAL REBAR O 0 \ FOUND 1/2" REBAR WITH d. _ in kcs AND CAP ON LOT I I 3 \ I WHITE PLASTIC CAP, w (� ;� LINE 3.00' E. OF o vwi STAMPED "DMT LS z N \Jo CORNER I ( Z FOUND 1/2" BARE REBAR 38992', 0.2'W. OF R u) � Lv -!( 0.1 OF R 29 w 12 \ N88'34'48"W u z � J Z � \ I UNPLATTED 4 \ 142.60' I LEGEND: 3 I \ �'C� (. 10' P.D.E I ® FOUND 4" CONCRETE MONUMENT 30' INGRESS, EGRESS,-- �.- \ SEE NOTE 3, UA WI REC. NO. 7609140487 TEMPORARY' -4:- KING CO. ,,NTH PUNCHED 1-1/2" BRASS DISK 1 \ UTILITY EASEMENT , iL z w m"`�""# SHT. 2 � �, \ 0-) 0, SHORT IN MONUMENT CASE FENCE IS `D w TURNAROUND � �\ I n I� ( a PLAT NO. 584163 -\~' EASEMENT SEE 1 6 6 I 0) REC. NO. 8709231179 0.5'E. OF \ I NOTE 7, SHT. 2 I � 11731f S.F. \ \ ® SET STANDARD CITY of RENTON II I 1408 MONUMENT WITH BRASS DISK FOUND 5/8" REBAR WITH 1 `��\ STAMPED "DRS 37555" IN YELLOW PLASTIC CAP STAMPED I 2 MONUMENT CASE. "ARNETT LS L12 / I �I 0 FOUND CORNER MONUMENT AS I in N81'31'22"W NOTED cn 00 co 143.68' • SET 5/8" X 24" REBAR WITH / FENCE CORNER IS 0.1'11. `o �1 .� Z PLASTIC CAP STAMPED "DRS 37555" OF PROP. CORNER 31.5' 26.5 G��/ G� L39- FOUND 1/2" BARE REBAR 338 5.00' / 10' UTILITY 0.7'E. OF HBF HORIZONTAL BOARD FENCE \ VBF VERTICAL BOARD FENCE FOUND 1/2"BROKEN WHITE PLASTIC WITHN6�0�'S)8�,' �BIJ \� 9311f S.F. WEST FACE CONC ISON P.D.E. PRIVATE STORM DRAIN EASEMENT CAP, 0.2'E. X 0.7'N. OF PROP. CORNER 11 FENCE IS FOUND LEAD AND TACK R PROPERTY LINE LINE BEARING DISTANCE I 989' r 0.5'S. OF � ON CONCRETE WALL, Ll NO1'25'12"E 26.01' I 61�eF I 0 O CITY OF RENTON STREET ADDRESS .3'E. X 0.7'N. OF PROP. 1512 L2 N01'2512"E 0.72' N87'49'01"W 89.01' CORNER . L3 NO1'25'12"E 20.75' ( UNPLATTED �_ IN01'25'12"E 48.54' \ I FENCE CORNER IS FENCE CORNER IS L5 N88'34'48"W 10.00' I 0.5'N. X 0.1'E. OF FOUND 1/2" REBAR WITH 0.2'N. OF PROP. L6 N01'2512"E 62.95' I I PROP. CORNER WHITE PLASTIC CAP, CORNER L7 N01'2512"E 23.60' I STAMPED "LS 17663", L8 N67'07'57"W 10.74' \ I 0.5'E. X 0.7'N. OF PROP. L9 N88'34'48"W 10.18' CORNER L10 N52'00'53"W 52.27' \ 15 EASEMENT - L11 N01'25'12"E 78.58' REC. NO. 20140306000025 Imo_ L12 N81'31'22"W 57.36' �� 1 L28 N77'08'46"E 18.35' L29 NO1'25'12"E 49.86' L30 N19'57'46"E 12.58' 0 j \ UNPLATTED UNPLATTED L31 NO1'25'12"E 28.96' \ / I � J. L32 N10'51'19"W 15.00' ss ��' L33 NO3'59'34"W 24.26' '9Zl//-- \ I ��4�w OF AS L34 N01'25'12"E 79.44' V'9 Gj L35 N20'10'35"W 9.56' y \ I L36 N00'23'54"W 40.18' \ x L37 N22'55'38"W 23.69' o 7555' p L38 N01'06'48"W 25.82' I 7Q IS L39 N81'3.1'22"W 11.44' rF a CURVE RADIUS DELTA ANGLE ARC LENGTH \ . ` C1 19.50' 22'55'33" 7.80' \ \ 3 C2 50.50' 45'06'31" 39.76' \ ENGINEERS PLANNERS SURVEYORS C3 50.50' 108'27'55" 95.60' 620 7THAVENUE KIRKLAND, WA 98033 C4 19.50' 22'55'33" 7.80' \ \ ��" 0425.827.3063 F425,827.2423 C5 60.50' 17'27'21" 18.43' www.drstrong.com C6 60.50' 86'05'04" 90.90' D.R. St�ONG C7 60.50' 48'43'33" 51.45 CONSULTING ENGINEERS PROJECT NO. 14103 DRAFTL REDLINES 07 0 17 15 (f) cn F_ �3 z C/-) �z LL, LLJ z ow :31 cD F, C) C/ CC) :�> CD L-Lj ck- ----------------- 53' Nx0 1 2 5 ] 2 E 1Z => CA w w Ld t;z M C) . .. ....... 6 C-4 INN � _-__ _ _ co 0 STATE OF _u 0 WASHINGTON. E D > (_11 :�u LAND H ECT 0 0 IT (J-1 FT1 M F— JEFF M. VAR EY (_D F_ CERTIFICATE No. 774 Q0 C"I LANP5CAPIN6 TO P� IWALLW �\j 0 00 0; 10 4�- 0 A5 PAP\f Of PLAT IMPP\OVMNf5 LANP5CAPINCI TO P� 1N51XL�P N_ A5 PAP\f OF PLAT IMPP\OVMNT5 >NOV251 2"E 295, 61 ' . . .. . . h A LL A 7 77 ' kb • fart. �Ix 1A T NO 5fp\��ff. Au .......... 'J P UTILITY CONFLICT �J ........... > J� I G. A % `7—1 VI 7777 �17 <1 x Q \Kcr arm' (c) @ r 0 10' will �ANP5CAP'� 'PUFFW\O P� /'-� �..y �/ __. s ; ::�s� IWALL�P A5 PAP\f OF PUILPIN6 nP\Mlf < k1i (0 LANP5CApt 13UFFW. fO P� 10, WIPTH Cb (0 IN15T&L�P A5 PAPA" OF �UIWIN6 P�WIT 4 �Z4 TIM jp\��5 TO P� IN15T&L�P Al PUILPIN6 ff J- �13 TO �f IN5%L�P 4 �AN!25Cff IM6 PLAT IM kov�WW5 A5 PAP\f OF TO iNl5f&L�P AT flW OF 0c) INC, np\mlf w V (_0 _7 4 i ECEIVED C5 -A _E8 0 2 2016 F Cl(Y OF RENTON 00 P ANNING DIVISION JOB NUMBER: L f . . . . .. . 0 DRAWING NAME: _T1 0 0-) imv _T] DESIGNER: r (7 G r, (7 DRAFT BY: imv AN 11.16.14 17 DATE: 00 SCALE: AS SHOWN ---------------------------- N �2 5) 1 E JURISDICTION: RENTON 11\15%1, PAP\� MULCH AT IN-- LAN[95Cff� ��P5. HAfCH NOT 5HOWN NOP\TH :7 0 20 40 80 SN��� f of 2 lc�n 1 I IE M. PD F F VAR H E' 1 D � 10' WIPTH LANn5CM PUFFFpf To Pll IN5MLLFn A5 PAPT 0f PULPING F�PMlf Uj LANn5CAPIN6 TO Cf IN51'ALLF19 A5 PAPf z z L, Ld OF PLAT IMpOVMM5 CD ¢ o I 51��f 11PF�5 A'Ft?OXIMMLY 30'—01 I In o A AY FpOM 5T��tl6lN1 5 w • _ POfANICAL NAME COMMON NAW 51z� QUANTITY PWAJ,K5 o � 2,. MAX Cr \ BROKEN BRANCHES PRUNE DISEASED D --- — a. - - . - -- Magnolis grandif7ora 'Victoria'*-* evergreen Magnolia 2 calms 15 Full and Matching SPECIFIED TREE STAKE(S)� CHAIN LOK TIE (2) r;� ` 6if� 2,511 cal* 3 dull and Maf chin = INSTALL "TREE BOOT" OR ARBORGARD IN LAWN AREAS TWINE & TOP I 3 OF BURLAP _. _. ._. .._ _._ C p pa I nd L d - y - . . I u ressoc�{ ris e�{la i e�{lan Ct{pres5 8' 10' ht 18 dull and Matching X '/ z ' ' i �o PLANT TREE 1"-2" HIGHER 2 SETTLED DEPTH WITH SPECIFIED THAN IN NURSERY S D MULCH W Thuja plicata Western Fed Cedar 6'-7' ht 12 Full and Matching "C E , WATERING BASIN I I I I -¢ FERTILIZER TABLETS ', LL' •; :.""LL , f Note; Caliper is measured 6 above finish grade, See landscape plan for locations of 2f5 caliper trees, (4-21 GRAM-20-10-5) I replacement inches r ectuired, ROOT DEFLECTOR FOR TREES f`"� ` ',; �� ` ----ROOT DEFLECTOR FOR TREES �41G � ADJACENT TO SPECIFIED SOIL t ` ADJACENT TO SIDEWALKS 15 2 caliper tree. - p 30 replacement inches provided SCARIFY PLANTING PIT I . I SIDES AND BOTTOM STATE OF V 2,5 I' cal iper trees - 7,51' replacement inches provided _ UNDISTURBED GROUND £ > %- � f ��* � 6" DEEP, FIRM, NATIVE WASHINGTO 2 5 C&KF MA6NOLA SOIL MOUND E D replacement inches provided 12" MIN. FOR WOOD I _ STAKES & 18 FOR REBAR LAN CT 5 P5 �'`� 2x ROOTBALL WIDTH�IN HEAVY SOILS, AUGER $"x6' DEEP lhododendron 'Anah Kru5chke'*- lhodle 2 qal Full and Matching FILL WIOTH LE CRUSHEDOR OROCKUGH �VERIPFY GOOD JEFF M. VAR EY i DRAINAGE PRIOR TO PLANTING. CERTIFICATE No. 774 Carex te5tacea Oran e 5ed e 2 al 49 full and Matchin r . ? NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES j N r lenni5etum alo 'Little Bunn '* bwarf Ft Grass 2 al ` } � p f U g 12 dull and Ma�,ch ingDECIDUOUS . Lavandula Sp, Lavender 2 gal 39 dull and Matching NOT TO SCALE STAKING ,e " Nandina dome5tica 'Fire lower' Heavenly{ Bamboo 2 qal 2� Full and Matchinq �t?p Ci5tu5 h bridu5� I?ockrose 2 qal 26 full and Matchin s — tl g Helictotrichon 5emperviren5* Blue Oat Grass 2 gal �� Full and Marchinq N y®®� ��pr pp p� �� 3: f ! GS �uonUmus 5pf '6old Spot'� tuongmus 5 gal 6 full and Mal,chinq v " �f" ' ,. . ., MiScanthus 51nen515 Maiden Grass 5 gal 8� dull and Matching ThU a occidental i5 '5mar d'*` ' ` PRUNE DISEASED AND N <1� �•- -�--4- -�--, •-� ��.,. � ` .° .��, _ � � g emerald Green Arborvitae 6 -� ht 50 dull and Matching BROKEN BRANCHES '1/ ✓\� - � , CHAIN LOK TIE ((2\1 ..,...._.. ;. . 6MUNP COVFP E SPECIFIED TREE STAKE(S) p w w� I' I REMOVE BINDING MATERIAL AND ~7' __ , t _ TOP 3 OF BURLAP _ __ - -- S kb a� _ ii ""'j / }� ..... b _ <. 1_ u: OEM 4I I ,61 I V VP ! V��0r\ 5fW��Ob CN1P5 WATERING BASIN Taper chi 5 down to base of trees and shrubs, Po not cover trunks with wood chi 5 FINISH GRADE p p p n ( _ s _ 2 -1 M�bIUM PAF\ , MULCH - r ; � `°_:r""' ,}.•^-• ..... #„ E. \.\�a• "p' } r,� t ,...J ,� 3 � _..I _..3 (" _� L, J ✓.Y � Taper mulch down to base of gees and shrubs. I�0 not, cover trunks with mulch f;;ytF. NATIVE SOIL BACKFILL v ` v � . _ r / '` SCARIFY PIT SIDES AND BOTTOM t ' 10 WIb"11'I LANbSCAp� 13U���1?f TO f3� 18" MIN. I IN5TALLFb A5 FApT OF MILPIN6 MvMIT FIRM NATIVE SOIL MOUND r c 2x ROOTBALL WIDTH LANn5CAPIN6 TO Ply IN5MLL�b LL ... .r r r Cit of CONIFERUOUS TREE PLANTING 8c STAKING DETAIL A5 PApT 0� PLAT IMpf?OV�M�NTS y f ✓ ,� ff I r 1, NOT TO SCALE l l V PLANNING DIVISION „ 1 - i f �1 APPROVED �ANn5CAP� N0 5 -------------- 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. Z 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR U 06/30/2015 ���� IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 • �'` '' iI �' I �` Q 3 - 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE v . . E.. .... �� 2.5'' CAMPp MAGNOLA I '� C) `>1 BY OWNER. .�� I ' 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS PRUNE DISEASED AND ON-CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS BROKEN BRANCHES D BELOW IN THESE NOTES. • SPIECIFIE f` �,,,- ALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON CONTRACTOR SHALL THE DRAWINGS. % - - ` ` 3 REMOVE TOP 1/3 OF BURLAP 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL PLANT 1" HIGHER THAN' CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. --•� IN NURSERY 2" SETTLED. DEPTH OFF/ 'r} # SPECIFIED MULCH 7. NEW BED AREAS, AS SHOWN ON THE PLANS, SHALL RECEIVE A MINIMUM OF 2" DEPTH ORGANIC MATERIAL CULTIVATED INTO FINISH GRADE THE TOP 6" OF SOIL. (\ • W ,_ 1 1/1/ — -I- € i'° �' SOIL SHALL HAVE AN ORGANIC CONTENT OF FIVE PERCENT OR MORE TO A DEPTH OF SIX INCHES AS cUD %. ,. -�.��; � _ - � .... __ ._• .F'_ , 1 aj.• " � �, \ ,;a•w��;, ••�"_.� SHOWN IN A SOIL SAMPLE ANALYSIS. THE SOIL ANALYSIS SHALL INCLUDE: LANn5CMI% TO P� INSfALLW A5 Pfff fst ` !` A. DETERMINATION OF SOIL TEXTURE, INDICATING PERCENTAGE OF ORGANIC MATTER, 0� PLAT IMpt;OV�M�NTS i t FERTILIZER TABLETS/SPECS B. AN APPROXIMATION OF SOIL INFILTRATION RATE, AND C. MEASURE Ph VALUE ;> y.. ` SPECIFIED AMENDED BACKFILL � UI y... b 6 ,.<< y °��4 \� COMPACT AND WATER THOROUGHLY 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK OR SIMILAR APPROVED MULCH. . . . . . . . - r \ \ \\� 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 2016 " " . . . " " " . " �" " " � I % FIRM NATIVE SOIL MOUND -" "-"""-" "-"- " " " " "-"" "", "" """" " ° b " i v• vv"� � 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSER STOCK, Y ST K, LATEST EDITION. ANY .W .`. . . .`.`.'.'.'. I REPLACEMENTS MADE AT ONCE. Ti " - " - - - ? 2x ROOTBALL WIDTH A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES PL NNING f1/t.Sann� " f " " " "�� OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL JOB NUMBER: 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. DRAWING NAME: SHRUB PLANTING DETAIL_ B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS DESIGNER: JMv SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF I NOT TO SCALE DRAFTING BY: JMv k• ' • ��f I� DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL ?. 1 If MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. DATE: 11.1 fi.14 I' 11. LAWN IS PROPOSED FOR ALL LANDSCAPE STRIPS. LAWN IS TO RECEIVE SUPPLEMENTAL IRRIGATION. SCALE: AS SHOWN 10' WIDTH LMn5CM PUFM,. TO I3� JURISDICTION: RENTON NI 1 °� ,'1F "� ', � 7� ten' ; l : �, ...,} . ; IVXML P A5 PApf OF PUILPIN6 F�PMlf IN5f&L PARK MULCH Af IN LMn5CAP� P� 125, HATCH NOT SHOWN 0 20 40 80 5H��f 2 of 2 NDf\� 1 SE 1/4 SECTION J. TOWNSHIP 23 N. RANGE 5 E, W. M. !A0I%AviD,1T YPIT1{ 2 1 27 h U CONC. PAD I� � £ VC-1�:"l..tt.�'xe' rjI'MS:a Co(At�f:D !)!1K WITH I i 'P� X 1 SAWCUT°LINE I ? 1 tzrx- ts,, .f(.x;r� ER TINS RANCH # / vv: ,L'tE:), ,£ 11.^'y SM7["331`I ._ " „ _ _ M �! REMOVES EX. PVM l I 3 C 1 ,_., 4•- l _ SOUTH I e�ilni,::< x _....�.�. .. _ r �.. _,...._ �._ ._�_.,.... ., � OF CUTS , - "�' .< � •�< - M DEMOLITION NOTES. CONSTRUE TION NOTES. LEGEND. I ,...,_.:T'.,c°p`..'..c'�aw'�+d. :: :m d�s'+s�r�At•z,,,imM.m ..�S,..a .�� . .3 �»,T.w .Z °' •3EI..�s3'�•;4@1� ":J'd���a'�,..s1 tam,,,;_ r.. S ��; 8 ! ,i< ,•d..�„,i�.. Ya. � - �'T i'fir «Z •E"P" `" " """ 1 ALL EXIS77NG ONSITE IMPROVEMENTS SHALL BE DEMOLISHED AND REMOVED. HIS INCLUDES ALL ONS17E —, ..._ •gs;�_ }, �,,,.,. . .. ,.....^•._ .,,...W :,,;.. ..:c:i...-•.•„.....,::.-::a:.~.r.,�..m.,....:r.:�-.... 1x:y'is: .-fi::�,._....._».«. "...,". ... C,. ..;.u.,r:. "�w t t E S(.; ;.:,:.-mac,: .. :4:.:., sz X '' �1,-w % ===' -' FENCES O EXISTING DE ONSITE SEPTIC SYSTEMS I BE TO BE DECOMMISSIONED FOUND SECTION MONUMENT AS NOTED . - - -:::'�W -r •' Rq'"Y PER DEPARMENT OF HEALTH REQUIREMENT. ,a. 24--.-��`' �.��� � spa_ / �; f min;:. ..,.knl:r {„.� { I', J e r°= r t,is;f `� ,, <, r ` y i --,=.-.xr; �. ,�,:,, ,,r; , 5 ''`9,01 ALL EXIS77N EMOVED DUE TO MASS GRADING OF THE SITE UNLESS FOUND MONUMENT AS NOTED SJ , P, d• :•> ` �°� 3 <A � .�h~ �°tit 5� .rik q� fx..•.....,T' •.._....,._�. ------- VVV U 2. ATION AND TREES TO BE R O' OVERHEAD POWER ,.;.,.; , ` � - •--."----.... ' " •• . - . .. �,: I-'� ^ , ---•r�t~I•I�r: I:� � , -•_^ � OTHERWISE SHOWN. LINES AND POLES W/ PUGET SOUND ENERGY i ,` i(t" " ° 1 r{':[�.:.5ra_ ,,,�, � ._' -•,,. �•• r�'°I":„ „�;, '.��-,;,. ,° Is.=t'�°t. CAI. � t�:r ROAD SIGNAGE Ma'I' } 1 •r; + 6 - g BAKER TANK TO BE USED DURING CONSTRUCTION UNTIL VAULT p{�2'("�' t` ' t '' ;�: 't NO TE: NOTE: BOTTOM AND WALLS ARE CONSTRUCTED ® MAIL BOX 8`ai"Vi(W) .��?I• 7 1 {A i ,`�' 3'se It'=-- �_�• f ' 1 ' !``:' ���+:'•x �s: • ;, CONTRACTOR TO COLLECT CONSTRUCTION 1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED MR `'`' ' ; ` ' ��' I`'STORMWATER RUNOFF IN A SUMP IN ORDER NECESSARY BY COR INSPECTOR. 4 VAULT TO BE PLUGGED AND USED FOR SEDIMENT STORAGE AS ® POWER,METER ;�1 -,;. �;<' f 1, z !:� ("`��, r1; •'� n, • s�, -, �� t' O SOON AS CONSTRUCTED 1 t:s= _•Y ,` 1 1�/ 'M .'. € u .>.r- :� E. - •�.,r n,^.;,• .,,,.4 + I°t ,� \� �� � � TO BE PUMPED INTO THE BAKER TANK POWER POLE , sae ? , 13 0 t,,F I r z 3-10K GAL. BAKER Q EXISTING 12 SD TO BE REMOVED w , _,,, 1 �Q�: �` _1 .- M a JUNCTION BOX, SIZE VARIES 1 ITANK5 OR APPROVED CONS TRUC TION SEQUENCE: V - �� ° '`' i`" :::: ::" ' " © RELOCATE• EXISTING SIGNS IN THE PLANTER STRIP {2 ,,, , EQUAL 1. PRE-CONSTRUCTION MEE77NG TO BE SCHEDULED WITH HE CITY OF RENTON PRIOR TO ANY CONSTRUCTION. # LIGHT POLE NO ARM Q U , 1tj'i :i= n� _ _ • ' I :' ..' ` SEE NOTE, HIS SHEET t' t IN 2. POST SIGN tMH NAME AND PHONE NUMBER OF CESCL (MAY BE CONSOLIDATED WITH 7H REQUIRED NOT7GE OF CONSTRUCTION SIGN). �7 RELOCATE EXlS17NG FIRE HYDRANT f—r - I .,, GUY WIRE ~ Z tt 'I" `� T' '�'' �`� :::►t:: a[::::: J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION. w r f ' ` F ` '•. -' 0 REMOVE EXISTING BRICK COLUMN m i 41° :t„"� ` :? `" "e; 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. WATER METER ` :.- O _ _ --_,{ATERIAL-•��'TORAGE cx "> _ _ jf3'r ' z> s : •, 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 9 REMOVE EX1511NG WALL NORTH FROM BACK OF SIDEWALK WA7ER VALVE AND CONS7RUCTIONI,Ix Its""ry t ` ' : :._.:..: 0 STAGING AREA ' �•' t '� MU I a`' 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). R EXISTING WATER SERVICE FIRE HYDRANT "'rc.tAl {i c';�taCF{""'IF ! 10 VICE TO BE ABANDONED ' 3t§t:;{itA lI:I�T k Tt! iUCIeF{Ir,t . . - .°..... " Z CONSTRUCT SEDIMENT POND. z_ `� 2" tI�r� DISK, E?€3t Cs. ', PS + ' '� 7G� rs• `-`'_ .-._ ,z 48 DIA. SUMP PUMP IN I-t€�PIUMIF,PAT (ASE �° 2 � � ��� I 1' .`�^� SEDIMENT BASIN DEEP 8. GRADE AND STABILIZE CONSTRUCTION ROADS SOIL AMENDMENTS: ® TYPE 1 CATCH BASIN ::.:::i,.. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WlH CLEARING AND GRADING FOR OO STORM DRAIN MANHOLE LIMITS OF Oc '~ �`t �, �, ......... DEPH SUMP BOTTOM PROJECT DEVELOPMENT. PERMANENT LANDSCAPE AREA IN INDIVIDUAL LOTS AS WELL AS AREA WITHIN DISTURBANCE r. y t;"tEL. 456.00 TRACT "A" WILL UTILIZE SOIL AMENDMENTS TO IMPROVE THE OVERALL SOIL ® SANITARY MANHOLE _ � - W - „_.„(TYP.) I"�I`l4;�; ��? MP RA Y CU• T ;,,i.� -• `� I .�1'�` �:1 • e - -••-'; TYPE & SIZE OF PUMP 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WlTH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURERS QUALITY. • 1 °A'E O " � s uU , TBD AT CONSTRUCTION RECOMMENDATIONS. Q _. 59 LF5=2;:0 Y �. _; _ FUELING NO TE. » PROVIDE MIN. 20 , N 1 'I'I t _ N" "' 11, RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE COND17IONS CHANGE HE EROSION AND SEDIMENT C� ROCKERY COVER j> 3 ; ',: „„ 1 __ ? CONTROL IS ALWAYS IN ACCORDANCE WITH HE CITYS EROSION AND SEDIMENT CONTROL STANDARDS ALL TRUCK AND'£QUIPMENT FUELING SHALL BE DONE IN THE CONSTRUCTION C.O.R. CITY OF RENTON :. r " { 6.00 TEMPORARY STAGING AREA V/A4,FUEL TRUCK. NO ONSITE' FUEL STORAGE SHALL TAKE PLACE. CONSTRUCTION 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING HE WET '"' 1 2.3"€ ' piped. •,- VBF 1/ERT7CAL BOARD FENCE : �` ; .. v ' X , t rn '' sF# DC �? . ..LF: EASEMENT SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLAS77C SHEETING OR EQUIVALENT. .�t, :' i _: EQUIPMENT MAINTENANCE NO E. I 13. STABILIZE ALL AREAS HAT REACH FINAL GRADE WITHIN SEVEN DAYS. i .;�w { HBF HORIZONTAL BOARD FENCE < ", r : ::' =µ`• 4 1 ALL TRUCK AND EQUIPMENT MAINTENANCE SHALL BE DONE IN THE CONSTRUC7ON 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS r II - I " t ~., _ STAGING AREA. DRIP PANS AND PLAS71C SHEETING BENEATH VEHICLES SHALL BE MU <y -'-.-' — ' �,-� __. , ., I;F g ': 1."r' 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED !F APPROPRIATE USED. ALL WASTF FUILDS TO BE PROPERLY DISPOSED OF OFFSITE. NO ONS17E o kit"1U.3�. 5`I'1F3t' t "`"u v' ` DECIDUOUS TREE 1 J , t.{I ` v, % STORAGE OF WASTE VEHICLE FUILDS SHALL TAKE PLACE CONTRACTOR TO POST " €}• 1r. E r{ EROSION CON TROL NOTES & SPECIFI CA TIONS: SIGNS INDICATING THAT NO VEHICLE WASHING /S TO TAKE PLACE /N MAINTENANCE F`EPIC E I ` f 'r 1Ps'E "'F" , , 4 1 SUMP PUMP SYS of EVERGREEN TREE •�` • °t° `7 �` x-' • 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS — SITE IMPROVEMENTS, SURFACE WATER UTILITY, W4S7EW47ER UTILITY, WATER UTILITY, AND � •' — " . _..» f ;Q ;k, .� ': .d I ; I H 2 DEEP SEDIMENT BASIN TRANSPOR TA 77ON PLANS: CONCRETEY WA H A T NOTE: ,a �9 f 10 DEPTH SUMP BOTTOM SLURRY AND S W ER • '� a. H ,ta to I SANITARY SEWER LINE 2. BEFORE ANY CON57RUCT70N OR DEVELOPMENT ACTIVITY OCCURS, A PRE CONSTRUCTION MEETING MUST BE HELD tMH HE CED DEPARTMENT ALL SLURRY DISPOSAL AND WASHING OF CONCRETE TOOLS SHALL BE DONE IN THE TYPE & SIZE OF PUMP 13D CONSIRUC770N STAGING AREA. CONCRETE' WAS7ES TO BE CONTAINED AND PROPER r ,$: , , ,.•; F __........,,.... ", WITH H£ CITY OF RENTON. _ — _ _ _ = STORM LINE..4T'CONSTRUCTiOiv DISPOSAL METHODS FOLLOWED. � 4-.,tt f w ����iw:m Ct CTN CHANNEL /f i `„�qa��c� s �ui � f I 33 �=. � "i1`'^ ; --- :^tw,>a4;F � : r � j 11<', J. THE BOUNDARIES OF HE CLEARING L ;fITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE-PLAN(S)S SHALL BE CLEARLY °P OVERHEAD POWER .,: t` : FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR T CONSTRUCTION IN ACCORDANCE Wl APPENDIX D OF THE SURFACE WATER TREE PROTECTION NOTE: r t F 0 OH • �5"�~ �' ,�` � `• •..,c`':., W" --'*') w ..,..._ � P ;y._{-° ••j �f „n,. ', i �. `- €� ; ;f" DESIGN MANUAL AND OBSERVED'DURING CONSTRUCTION DURING HE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND HE CLEARING LIMITS ARBORIST TO BE PRESENT AT TIME OF TREE PROTECTION FENCING INSTALLA7lON P UNDERGROUND POWER ;i SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURA77ON OF CONSTRUCTION. ptty 9.4'I. ;* 7 PROTECTIVE FENCE w TREES TO E UNDERGROUND WATER ti{+.;1� .2 , . , `rtat ;I ^� , 4. STABILIZED CONSTRUC7ION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF ° >x RETAINED YP. i ,{°rl;} h � £ ti i{ ,a.'r :Y' s 3` . .:a E (T ) HE PROJECT. ADDITIONAL MEASURES, SUCH A5 CONSTRUCTED WHEEL WASH SYS1£MS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL EROSION CONTROL SEED MIXTURE. UNDERGROUND GAS � x PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURA77ON OF THE PROJECT. l T UNDERGROUND TELEPHONE CHEWINGS OR RED FESCUE 40 _, P•�;` ss ,, . s?� 1 5. ALL REQUIRED SEDIMENTA710N/EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA77ON PRIOR TO LAND CLEARING AND/OR ANNUAL OR PERENNIAL RYE 40 c D CONSTRUCTION TO PREVENT TRANSPORTA77ON OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES, ALL EROSION UNDERGROUND CABLE `'-� '``°W.'• "� p� REDTOP OR COLONIAL BENTGRA5S 10 ..ICkI.)F�il CCit3wlr[.IF i v l sg r' !:_ J J, F t, t �. � AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS WHITE DUTCH CLOVER �. a� a�. )NIWAENT w;l1'I PI,NC11EtA "I:.; EDGE OF PAVEMENT 2" r;Ira :5 t<IS+, I�C�Srt4 €3`?> Is,. COMPLETE AND POTENTIAL FOR, ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADD177ONS TO ; w� tl ,, ;' EROSION SEDIMENTATION CON77ZOL SYSTEMS SHALL BE HE RESPONSIBILITY OF HE PERMITEE —x x— ,� I {Iv ICI -a €a:sk:r,�' �3x�sa': f. , v ` / _ FENCE _6. ,THE.:EROSION„AND-,SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAIMNG ARE 1N7F�NDED_ TO BE':MINIMUM REQUIREMENTS TO MEET ANTICIPA7E`D S/ CONDITIONS. - € 7E O DITIONS AS PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE; THE PERMl7EE SHALL .i x tEROSION ......,. <_. . i•t 01ARAC THE PROPOSEDASITE DURING IT E COURSEIOFNCONSTRUCTION, lT SHALL BEHE OBLIGATION ANDRESPONSIBILITY OF THE PERM TEE"To°oDRESS TEMPORARY EROSION CONTROL LEGEND: t•"< ;° r ...u,.,,,. '" _ ;�f ik, ANY NEW COND177ONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDI TONAL,FACILITIES. OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED OR AS DIRECTED BY THE COR INSPECTOR. TO PROTECT ADJACENT PROPER7ES AND WATER QUALITY OF THE CONSTRUCTION LIMITS, TO BE FLAGGED OR FENCED X' • RECEIVING DRAINAGE SYSTEM. < ;e I: '• Z APPROVAL OF THIS PLAN /S FOR EROSION/SEDIMENTATION CONTROL ONLY. /T DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE ku v SILT FENCE 'r. _ s `''4{ ' " -- ;, DESIGN, SIZE NOR LOCATION Oi= PIPES, RESTRICTORS, CHANNELS, OR RETENTION FAClLlT7ES ': ,. 7 "=,.;y 8. ANY AREAS OF EXPOSED SOILS INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH,i 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY o 0 0 o STABILIZED CONSTRUCTION EN7RANCE _- �� STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION L REQUIREMENTS AND MARCH 30 INCLUSIVE, UNI_E'SS OTHERWISE APPROVED BYHE CTY THROUGH AN ADJUSTMENT PROCESS.ITES CLEARING BETWEEN OCTOBER 1 MU MULCHING, MATTING, & COMPOST BLANKETS ' { a.TE' of t{, — }'::';,1 • r,, ��tt I ` 10. COVER MEASURES IMLL BE APPLIED 1N CONFORMANCE W1H APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. �AINI.-.._•'`, '(D PS PERMANENT SEEDING AND PLANTING ` �, 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE' AT7E•N770N, SHALL BE ADDRESSED WHIN SEVEN (7) DAYS '.•' ' -A{i' >4- 12. THE ESC FACILITIES ON INAC77VE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WIHIN 24 HOURS DC DUST CONTROL e ? :" STQ,CKPILE AREA;I .. 2•-� _ I 1 FOLLOWING AN EQUAL OR GREATER THAN 1/4 OF RAIN STORM EVENT. COVER`:STOCKPII E' I SS STREET SWEEPING & VACUUMING " kTHIN 24 HOURS -r ► 13. AT NO 77ME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED 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 i � � .�• • �1 �'"� � ' t DOWNSTREAM SYSTEM. SC SAWCUTTING AND SURFACING POLLUTION PREVENTION • � CSC �•...� #(� PENCE Is X t"•�� �°'•,.:i=°: ;-.',�'.'} .. 1 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30H, ALL PROJECT DISTRIBUTED SOIL AREAS, HAT ARE TO BE LEFT ti•�3'-• °3 I"sit 4�° t R • �r ~N' NE NET OR BLANKET EROSION CONTROL _.__..-w__.. ..._ _ " I , �- } UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. `,_-, "' , _ �_.:�, ..._ :._„ ,,, __.,.._.._ __„_,._„...,» RECEIVED C. M " ^ _ ........... . ... .... 15. ANY PERMANENT RETENTIONIDETEN77ON FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WIH THE NECESSARY EROSION INLET PROTECTION • e� "3Ty � r ! � + �;� .,�,, _ .,,� �� ��:;- CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF HE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN , 8 INFIL IRA77ON .SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE FEB O 2 2016 THE FINAL GRADE OF THE PERMANENT FACILITY. ....... �_ ; 1 FTH(rF% I>. CHECK D O AM EVERY 50' (SEE DETAIL SHEET C5) "' '` a;'' "�> °• 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDEN77FY WHICH ONES CAN BE CITY OF RENTON g{€U !; r' Q, SEEDED IN PREPARATION FOR THE WN7ER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF HE BEGINNING OF HE WET PLANNING DIVISION 5 `' SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RlPRAP PAD bi \ , l e a _"I:�I.I is 2xj,4, y J,<t'w, RENTON FOR REVIEW. C~-- ^ TREE PR07E'C170N FENCE (TREE TO HE RETAINED) EROSION CONTROL.. SUPERVISOR (CESCL,): X TREE TO BE REMOVED 10, f `� •">'E2'f�jj {��=�-�-• �``�• EARTH SOLUIlONS NW, LLC (425) 284-3300 _.... l� { I� 7 .E2IZi}:353 1 e".Edi'a# ——————— __,_— 2" PUMP DISCHARGE LINE � SEDIMENT POND SIZING SUMMARY (BAKER TANK TO BE UTILIZED): 59h, F ;DPI THE POND WAS SIZED USING 774E REQUIREMENTS STATED IN APPENDIX 'D' OF THE 2009 KCSWDM SEC77ON IN COMPLIANCE WITH CITY OF RENTON r.,1.1 1 °; D.4.5.2 WHICH REQUIRES 2080 S.F. OF SURFACE AREA PER CFS OF INFLOW N11CH WAS CALCULATED USING U ` �. k• ���.';� I KCRTS (15 MIN TIME STEPS) To ANALYZE HE DEVELOPED SITE CONDITIONS. DRAWINGS NOT APPROVED STANDARDS (CATCHMENT AREA: 4,01 AC.) FOR CONSTRUCTION UNLESS . 0 rs- o ��'� / � BY. Date• (/ / 2-YEAR PEAK FLOW RA TE...................1.10 CFS N O RT H $" P_, REQUIRED SURFACE AREA.....................2 288 S.F. STAMPED SIGNED - I# I PROVIDED SURFACE AREA.....................2,340 S.F. BY: _ _ Date:7-4 6 a ":3..r �' i GRAPHIC SCALE "``�G,: ..; ,,~.::" i ! i NOTE• 3-10,000 GALLON BAKER TANKS TO BE U77LIZED IN PLACE OF SEDIMENT POND. BAKER TANKS 0 25 50 100 BY THE REVIEWING AGENCY BY;, _o TO BE UTILIZED AS NECESSARY UNTIL SUCH 77ME THAT VAULT FLOOR AND WALLS ARE CONSTRUCTED. ram BY ` Date: BAKER TANKS TO BE REMOVED AND VAULT TO BE UTILIZED FOR SEDIMENTATION AT THAT TIME. A. 1 INCH =50 FT. WA PN- O `S , '�'C,?,•� - SURVEYED: SCALE: DATE: Q - VERTICAL: NAVD 1988 � FIOLDINGS LLC �� YtP 07.13.15 MAJ SJS n II��•� C HORIZONTAL: HAD 198J/1991 �► �1.ZU.GtJ1 5 ns NOTED NCH D.R. STRONG DESIGNED: •% >�-- CITY 0 E FIELDBOOK: Call z Working Days Before You Dig CONSUL TING ENGINEERS DRAWN: kw u RENT 0 N PAGE: 811 C DRAWING N0: 4 z ENGINEERS PLANNERS SURVEYORS r1AiC ONE INCH QATU�iI T,E.S.C. PLAN Utilities Underground Location Centerrsrl;RE° Da,: CHECKED: AT Planning/Building/Public Works Dept. C4 FULL SCALE vn (ID,tviT,ND,OR,WA) I . IF NOT ONE INCH B15-000196 OF:SHEET: AL � "' 620-7THAVENUE, KIRKLAND, WA 98033 NO. REVISION BY DATE AP P R APPROVED SCALE ACCORDINGLY PERMITS. U15-001308, 4 20 MA 0 425.827.3063 F 425.827.2423 DRS PROJECT' NO. 14103 Al—INININNI i.. . ..:., hun'<.=..r._ .... ,.1 ..a - t r , . .t,ei,i=.,._,.J.i. - ..". . .... -,.. ..° . -.a .:.A._ 4. rn_. oe.,b., .....r..v fs tl.r. ...._ a. _c.m i r ,.,-e.uur ..Iv.,. i..ntn. , ro+e,.w+a ti.ae,,..._as.. a.. -s.. < - -"e. ,. ,...,.,-nra :,.,-.-._.e,.. _w_,rm,.-.,.- _v . ..... ,_. ., .., ,..,.,.. a. ,m-......> ,me,.-._.. .,.. - ... ,..•. ,.,........- - -»..,-.,.,_. ...t- ....... ..... ............. ..» ....-,.,.. .... -..-_..-.. ..-..._ _._ --..... .._.. - - .._ ._._. .. .__._ _.-. - _-.. ..- _.. __ _-. - k SE 114 SECTION J. TOWNSHIP 23 N. RANGE 5 E, W.M. x xDRIVEWAYS SHALL BE PAVED TO THE EDGE X OF R-O-W PRIOR TO INSTALLATION OF THE ERTINS - RANCH 8y�Sj1NG�OP CONSTRUCTION ENTRANCE TO DAMAGING OF AVOID THE ROADWAY 5"MAX. I IT IS RECOMMENDED THAT THE R=25'MIN. ENTRANCE BE CROWNED SO THATm 3 DRAINAGE GRATE TRIM y 2:1 MAX.SLOPE X RUNOFF DRAINS OFF THE PAD 0 GRATE FRAME _I ROCK MUST COMPLETELY COVERTHE x ro m _-1 I I BOTTOM AND SIDES OF THE DITCH x LEVEL BOTTOM - _- _ _•III-III- iy c SEDIMENT AND DEBRIS C _-III I I I I t�I I I I i /r a • OVERFLOW BYPASS _ - I I I I I I I I t III I-I(I- 6"MIN. G� q • 24"MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT,AS �rC •`• a BELOW INLET GRATE DEVICE PER CITY ROAD STANDARDS , q . FILTERED - 4'•e'QUARRY SPACES WATER r SWALE SPACING DEPENDS ON SLOPE GRADIENT 2:1 SLOPES W GEOTEXTILE - zg�� Q A NOTES z {T 12'MIN.THICKNESS -•� ')' �� PROVIDE FULL VVI07H OF W NOTES VI INGRESSIEGRESS AREA 1. CONDITION OF USE p 0 Q""��S/T 2"•4"ROCK 1.1. REQUIRED AT: oQ L-THE AND DISTANCE SUCH THAT POINTS 1. CONDITION OF USE I.I.I. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF, AN 8E OF EQUAL ELEVATION O l.I_ 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON D D D 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW, i I I I I _ 0Z PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. A• • • eM n SECTION VIEW AVERAGESLOPE SLOPEPERCENT FLOWPATH LLENGTH I III-)i I-I I QW //� GRAB TENSILE STREBNGTH(ASTMD4751) 200 PSI MIN. 20H:1V 3-5q/• 300FEET �/ J GRAB TENSILE ELONGATION(ASTMD4632) 30S6MAX. {10T020H:1V 5-10;5 200FEET Z MULLEN BURSTSTRENGTH ASTMD3786-80A 400PSI MIN. (4 TO 10 HAV 10.25% 10GFEET 1 I-III-III III-I I `�_ _ AOS ASTM 04751 20 45 U.S.STANDARD SIEVE SIZE) DRAINAGE GRATE (2 TO 4)tl:1V 25.50°/q 50 FEET -RECTANGULAR GRATE SHOWN I I I- 2. DESIGN AND INSTALLATION SPECIFICATIONS RETRIEVAL SYSTEM(TYP.) 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 2.1. FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF,BENCHES MAY BE CONSTRUCTED OR CLOSER III II I II i W FOR PERMANENT ROADS.HOG FUEL 15 NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS.THE INSPECTOR MAY = .;,._ SPACED INTERCEPTOR SWALES MAY 13E USED.THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY I AT ANYTIME REQUIRE THE USE OF QUARRY SPACES IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. <x;,cr -- -- 3t 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 2.2. FENCING SHALL 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 -�"- 3. MAINTENANCE STANDARDS INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. F F" 4 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3. MAINTENANCE STANDARDS 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF,THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE NOTES INCREASED. 1. CONDITION OF USE 3,1. QUARRY SPALLS 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 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. STREETS FREE OF SEDIMENT SHALL BE USED.THIS MAY INCLUDE STREET SWEEPING,AN INCREASE IN THE DIMENSIONS OF THE 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NOWEROSIVE DISCHARGE POINT. 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. BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) 2. MAINTENANCE STANDARDS 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING.THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE,THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED T"0 ITS ORIGINAL EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY.IF IT NECESSARY TO WASH THE STREETS,A DESIGN CAPACITY. SMALL SUMP MUST BE CONDUCTED,THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS.IF SCOURING AND EROSION DISCHARGED APPROPRIATELY. HAS OCCURRED,AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 3,4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S),FENCING SHALL BE ISOMETRIC VIEW, INSTALLED TO CONTROL TRAFFIC. NOTES 1. Size the Below Inlet Grate Device(BIGD)for the storm water structure It will service. 2. The BIGD shall have a built-In high-flow relief system(overflow bypass). STD. PLAN - 215.10 3. The retrieval system must allow removal of the BIGD without spilling the collected material. +�; PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE • `f'�C+N,tp'$ MARCH 2O08 4. Perform maintenance In accordance with Standard Specification 8-01.3(15). JOINTS IN FILTER FABRIC SHALL BE SPLICED - AT POSTS.USE STAPLES,WIRE RINGS,OR 'TY - 217.40 a 2k2'BY 14 Ga.WIRE OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 1• ° STD, PLAN• -- 218.30 `tx 't UA PUBLIC WORKS CATCH BASIN FILTER U1 °•� STD. PLAN - 217.10 Cj1• °,� AN m EQUIVALENT,IF STANDARD -' .` � + S PUBLIC WORKS INTERCEPTOR SWALE .n� PUBLIC WORKS CHECK DAMS SPACING AND STD. PI" STRENGTH FABRIC USED ,I,=' �, DEPARTMENT ` '��1 DEPARTMENT + •'ate f DEPARTMENT GROSS SECTIONS FNZ� ��N f '/ �p� MARCH •2008 MARCH 2O08 MARCH 2008 FILTER FABRIC--►- N TREE PROTECTION MEASURES o. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY TOR EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE IMFj[III[,T]TI1TfTi1- 111 AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. b. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX 6'MAX. I MINIMUM 4"x4'TRENCH FOOT (6) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF U / BACKFILL TRENCH WITH ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS NATIVESOIL SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, "NO Posr spncirlo MAY BE INCREASED TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY TO B'IF WIRE BACKING IS USED FEET (50'). SITE ACCESS TO INOIODUALL Y PROTECTED TREES OR GROUPS OF TREES SHALL BE - 2'x4'WOOD POSTS,STEEL FENCE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, • POSTS,REBAR,OR EQUIVALENT 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 NO n TREE'$ DRIP LINE. TE. `� _ ti�`• NOTES 1. 6-FT. HIGH TEMPORARY CHAIN LINK FENCE SHALL BE 1. CONDITION OF USE d, IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED PRIOR „� INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TO CONSTRUCTION. FENCE SHALL COMPLETELY ENCIRCLE THE , 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. TREE TO BE RETAINED. TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. ` 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW, AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS ` '� \ 6' MIN. 'A . ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. L'. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE , 2. DESIGN ANDINsrALLATIONSPECIFICATIONs LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREA7ER OF 2. FOR ROOTS OVER 1-IN DIA. THAT ARE DAMAGED DURING 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW.A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE THE FOLLOWING AREAS: (/) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (//) AN CONSTRUCT/ON, MAKE A CLEAN, STRAIGHT CUT TO REMOVE ,% f AVAILABLE ON SITE. AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-112) IN DIAMETER FOR THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE ` 30-100SIEVE 512E 0.60O.SSMM)FOR SILT FILM , TEMPORARILY' COVERED WITH DAMP BURLAP TO PREVENT �� AOS(ASTM 04751) SD.100 SIEVE SIZE 0,30-0.15MM FOR OTHER FABRICS EACH ONE INCH OF TREE CALIPER. THE REVIEWING OFFICIAL MAY REQUIRE A LARGER 7REE ZZ WATER PERMITTIVITY ASTMD491 0.02SEC•-1MINIMUM PROTECTION ZONE BASED ON 7REE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS. DRYING, AND SHALL BE COVERED WI774 SOIL AS SOON AS Q GRAB TENSILE SIAENCHi 180 CBS.MIN.FOR EXTRA STRENGH FABRIC POSSIBLE, tl• (ASTM04632) 100 LBS.MIN.FOR STANDARD STRENGHTFABRIC - o GRAB TENSILE ELONGATION f. ASTMD4f92 30%MAX. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED N ULTRAVIOIATERE5ISTANCE ASTMD4355 70%MIN. COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO J. WORK WITHIN PROTECTION FENCE SHALL BE DONE r; INSTALLATION OF THE PROTECTIVE FENCING. EXCEP77ONS MAY BE APPROVED BY THE REVIEWING MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE.WIRE BACKING OR CLOSER POST OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. 7RAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. BE ALLOWED WI THIN THE LIMIT OF THE FENCING, 2.3, WHERE THE FENCE IS INSTALLED,THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF ATYPICAL SILT FENCE IS USED,THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE g. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A DRIPLINE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. - PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH TREE PROTECTION DETAIL CREEI o 3. MAINTENANCE STANDARDS ARE TO BE RETAINED, - 3 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. j O 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE,THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. T 0 2 2016 y 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE.IF THIS OCCURS,REPLACE THE FENCE OR REMOVED THE TRAP f I6 R 1 SEDIMENT., 1 U 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC(GEOTEXTILE)HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN,IT SHALL BE REPLACED. PLAPIWUiIual navrcr "' M a DRAWINGS NOT APPROVED IN COMPLIANCESTA ID TH CITY OF RENTON ARDS FOR CONSTRUCTION UNLESS BY. Date:-7t151+5 PUBLIC WORKS SILT FENCE STD" PLAN -- 214.00 STAMPED OR SIGNED APPROVED By. Date: DEPARTMENT h �N20 MARCH Zoos BY THE REVIEWING AGENCY BY: Date: o M ( A. DATE: 1 VV i 1�6 'n: R\ O WASyING,�.l .. SURVEYED: SCALE: . i ao HOLDINGS LLC 1 MYLAR 1 If 07.13.15 MAJ sJs VERTICAL: NAVD 1988 M A E R TI N S R A N C H D.R. DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 40 ,� CITY 0 o,.20.2015 D STRONG MAJ FlELDBDOK: Call 2 working Days Before You D� CONSULTING ENGINEERS DRAWN: !� RENT 0 N PAGE, 811 wuc T.E.S.C. NOTES AND DETAILS DRAWING ND: �� 45 2 ENGINEERS PLANNERS. SURVEYORS CHECKED: ONE INCH r l Utilities Underground Location Center fslT � Cs .1 1� Ml�! AT FULL SCALE Planning/Building/Public Works Dept. C5 MA z (ID,MT,ND,OR,WA) AL t '''` 620-7THAVENUE, KIRKLAND, WA 98033 IF SCALEACCORDINGLYONEI H 0425.827.3063 F425.827.2423 NO. REVISION BY DATE APPR APPROVEDPERMITS. U15-001308, B15-000196 SHEET: 5 OF:Zo C-D 4 / -K- DRS PROJECT NO. 14103 A - NN N NAAI'I- • a a . t�Y i u a+" ue : �uun , .ru"r RECORDING NO. VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 1 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M, , LEGAL DESCRIPTION CITY OF RENTON, KING COUNTY, WASHINGTON PARCEL A: THE NORTH 677.44 FEET OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE CITY OF RENTON APPROVALS CITY OF RENTON FINANCE ADMINISTRATOR'S CERTIFICATE SOUTHEAST 1/4 OF SECTION 3, TOWNSHIP 23 NORTH RANGE 5 EAST., W.M., IN KING COUNTY, I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL WASHINGTON; CITY OF RENTON PUBLIC WORKS DEPARTMENT ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN EXCEPT THE WEST 130 FEET OF PORTION LYING SOUTH OF A LINE 339.5 FEET SOUTH OF THE NORTH EXAMINED, AND APPROVED THIS __ mDAY OF _f4f_jUm, 2016. CONTAINED DEDICATED FOR STREETS, ALLEYS, OR OTHER PUBLIC USES, ARE PAID IN FULL. LINE; THIS DAY OF__ _____, 2016. EXCEPT THAT PORTION OF SAID NORTH 677.44 FEET LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: /b BEGINNING AT THE INTERSECTION OF THE SOUTH LINE OF THE NORTH 677.44 FEET WITH THE EAST LINE PUBLIC WORKS ADM I TR OF THE WEST 1/2 OF THE WEST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION FI CE ADM NISTRATOR 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 CITY OF RENTON MAYOR FEET OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 3, SAID INTERSECTION BEING / TERMINUS OF LINE; EXAMINED, AND APPROVED THIS -6 1 DAY OF _ __�, 2016. EXCEPT PORTION, IF ANY, CONVEYED TO JAMES L. DIXON, ET UX, BY DEEDS RECORDED UNDER RECORDERS. NOS. 6468344•AND 7207120398. �,�of RO �L✓ AANONL NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AS CREATED BY INSTRUMENT RECORDED AS MAYOR .� KING COUNTY FINANCE DIVISION CERTIFICATE RECORDING NUMBER 7609140487: ` fl�C �1 �� 1 HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL �j� ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS DEDICATION ATTEST: �.,�"' 1/4 ,� A CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHF C USE,`'ARE PAID IN FULL. KNOW ALL PEOPLE BY THESE PRESENTS HEREBY DECLARE THIS PLAT TO THE GRAPHIC REPRESENTATION OF THE SUBDIVISION THAT UNDERSIGNED ETEN � HEREBY THE LAND CITY CLERK '� � �•a' �I ���°�t�tFttHil�tliilltit.�' ' THIS �� DAY OF__ j__�� MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND ` •°®• y �� AVENUES NOT SHOWN AS PRIVATE HEREON AND DEDICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES «' NOT INCONSISTENT WITH T14E USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, IN THE ORIGINAL scO4 REASONABLE GRADING OF SAID STREETS AND AVENUES AND FURTHER DEDICATE TO THE USE OF THE PRIVATE EASEMENT PROVISIONS C.)° PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS PLAT FOR ALL PUBLIC PURPOSES AS INDICATED MANAGER, FINANCE DIVISION � ° ° DEPUTY THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACE PEDESTRIAN ACCESS UTILITIES AND THE OWNERS OF THE LAND HEREBY SUBDIVIDED DO HEREBY GRANT AND CONVEY TO THE OWNER(S) OF DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFICALLY IDENTIFIED ON THIS PLAT AS BEING THE BENEFITED LOTS AS STATED IN THE EASEMENT NOTES OR ANY OTHER PRIVATE EASEMENT SHOWN A° °° d DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO AND THEIR SUCCESSORS AND ASSIGNS A PERPETUAL EASEMENT FOR THE STATED UTILITIES AND/OR USE HEREBY DEDICATE AND CONVEY SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY SHOWN. THESE EASEMENTS AND CONDITIONS SHALL BE A COVENANT RUNNING WITH THE LAND AND IDENTIFIED AND FOR THE PURPOSE STATED. SHALL BE S) OF THE LAND HEREBY BURDENED.BI TDHIE OWNER(S) OF THESO OLOTS BEINEFITED AND NNG ON THE SUCCESRS, HERS ND I THEIRGNS SUCCESSORS THE (SUCCES ORSAND ASSIGNS SHALL HAVE FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, WAIVE FOR THEMSELVES, THEIR THE RIGHT WITHOUT PRIOR INSTITUTION OF ANY SUIT OR PROCEEDINGS OF LAW AT SUCH TIMES AS MAY HEIRS AND ASSIGNS AND ANY PERSON OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND BE NECESSARY TO ENTER UPON SAID EASEMENT FOR THE PURPOSE OF CONSTRUCTING, MAINTAINING, KING COUNTY DEPARTMENT OF ASSESSMENT ALL CLAIMS FOR DAMAGES AGAINST THE CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY REPAIRING, ALTERING, OR RECONSTRUCTING SAID UTILITIES AND/OR USER FACILITIES OR MAKING 'ANY ) BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR CONNECTIONS THERETO WITHOUT INCURRING ANY LEGAL OBLIGATION OR LIABILITY THEREFORE; PROVIDED EXAMINED, AND APPROVED THIS _1�"� DAY OF .�r�� ) I__, 2016. DRAINAGE SYSTEMS WITHIN THIS SUBDIVISION. 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 KING COUNTY DEPARTMENT OF ASSESSMENTS FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY SUBDIVIDED, AGREE FOR THEMSELVES, THEIR WERE IMMEDIATELY BEFORE THE PROPERTY WAS ENTERED UPON BY THE ONE BENEFITED. THE QWNER(S) HEIRS AND ASSIGNS TO HOLD THE CITY OF RENTON, AND ANY GOVERNMENTAL AUTHORITY, HARMLESS, OF THE BURDENED LOT SHALL RETAIN THE RIGHT TC, USE THE SURFACE OF SAID EASEMENT IF SUCH INCLUDING ANY COSTS OF DEFENSE, IF ANY FROM ANY DAMAGES TO A PERSONS PROPERTY WITHIN OR USE DOES NOT INTERFERE WITH THE INSTALLATION OR USE OF SAID UTILITIES. HOWEVER, THE QWNER S) WITHOUT THIS SUBDIVISION RESULTING FROM ALTERATION OF THE GROUND SURFACE, VEGETATION, OF THE BURDENED LOT SHALL NOT ERECT OR MAINTAIN ANY BUILDINGS OR STRUCTURES WITHIN THE ( ToLi Od -s-ofi DRAINAGE, OR SURFACE OR SUB-SURFACE WATER FLOW OR ANY FASHION CAUSED BY THE APPROVAL EASEMENT. ALSO THE OWNER(S) OF THE BURDENED LOT SHALL NOT. PLANT TREES, SHRUBS OR KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR OR CONSTRUCTION OF THIS SUBDIVISION. VEGETATION HAVING DEEP ROOT PATTERNS WHI& -EnAY CAUSE DAMAGE TO OR !NTERi:FRF v:!TH SAID FURTHER, THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE LAND HEREBY SUBDIVIDED, HEREBY UTILITIES AND/OR USES FACILITIES. ALSO THE Oil?'.ER(S) OF THE BURDENED LOT SHALL NOT DEVELOP PARCEL NO. 0323059021 CERTIFY THAT WE HAVE ESTABLISHED THE CONCORD PLACE HOMEOWNERS ASSOCIATION (HOA) IN OR BEAUTIFY THE EASEMENT AREAS IN SUCH A,W,yY AS TO CAUSE EXCESSIVE COST TO THE OWNER(S) ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF THE LOT BENEFITED PURSUANT TO ITS RESTORATION DUTIES HEREIN. 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 420l6&gV5_"?=4—WH---__-_ PRIVATE DRAINAGE ACCESS EASEMENT IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX OWN S "PRIVATE" GRANT AND CONVEY TO THE CITY OF RENTON A MUNICIPAL S RECORDING CERTIFICATE OBLIGATIONS AS EVIDENCED BY NON-PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN (18) SHE OWNAER,(S) OF PRIVATE HEREBY PROPERTY WITHIN THIS PLAT ENCUMBERED WITH DRAINAGE EASEMENT FILED FOR RECORD AT THE REQUEST OF _________ MONTHS, THEN EACH LOT IN THIS PLAT SHALL ASSUME AND HAVE AN EQUAL AND UNDIVIDED INTEREST _---_--- THIS ----- DAY OF IN THE TRACTS PREVIOUSLY OWNED BY THE HOA AND HAVE THE ATTENDANT FINANCIAL AND CORPORATION, THE RIGHT BUT NOT THE OBLIGATION: TO CONVEY OR STORE STORM AND SURFACE WATER ---------------- 1 20___, MAINTENANCE RESPONSIBILITIES. 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 AT ------- MINUTES PAST ----M. AND RECORDED IN VOLUME --------- OF PLATS, PAGE(S) THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WITII PURPOSE OF OBSERVING THAT THE OWNER(S) ARE PROPERLY OPERATING AND MAINTAINING THE ---- THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. DRAINAGE FACILITIES CONTAINED THEREIN. THE OWNER(S) OF SAID PRIVATE PROPERTY ARE RESPONSIBLE RECORDS OF KING COUNTY, WASHINGTON. FOR OPERATING, MAINTAINING, AND REPAIRING THE DRAINAGE FACILITIES CONTAINED WITHIN SAID IN WITNESS WHEREOF, WE SET'OUR HANDS AND SEALS: 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 DIVISION OF RECORDS AND ELECTIONS ALBACORE ACH, LLC, U.S. BANK NATIONAL ASSOCIATION (EXCEPT FOR ROUTINE LANDSCAPE MAINTENANCE SUCH AS LAWN MOWING) IN OPEN VEGETATED A WASHINGTON LIMITED LIABILITY COMPANY D/B/A HOUSING CAPITAL COMPANY DRAINAGE FACILITIES (SUCH AS SWALES, CHANNELS, DITCHES PONDS, ETC.) OR PERFORMING ANY _____________________ ________ ____ _____________ __ __ ALTERATIONS OR MODIFICATIONS TO THE DRAINAGE FACILITIES CONTAINED WITHIN SAID DRAINAGE - - --- --- MANAGER SUPERINTENDENT OF RECORDS EASEMENT. THIS COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNER(S) OF SAID n 1 ` PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND 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 BY: BY: iI.-•, A ' Z,,�,�, '„^ NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE SURVEYOR'S CERTIFICATE ITS: �,¢jy,4l�"cr� ITS: V I� P �� --t- OWNER(S)'S COST. 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 E COMPLETION OF CONSTRUCTION OF THE SITE IMPROVEMENTS AND THAT I HAVE FULLY ACKNOWLEDGMENTS COMPLIED SITH THE PROVISIO OF THE PLATTING REGULATIONS. 'STATE OF WASHINGTON ) STATE OF WASHINGTON ) SS SS (COUNTY OF -------) COUNTY OF _1�l�1�----)) STEPHEN J. SCHREI, PROFESSIONAL LAND SURVEYOR / 4 CERTIFICATE NO. 37555 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT �� � L N_ SIGNED I CERTIFY THAT I KNOW OR HAVE SATISFACTORY E`:'IOENCE THAT -1,15A _-c_Z/eWbV __ SIGNED D. R. STRONG CONSULTING ENGINEERS THIS INSTRUMENT ON OATH STATED H WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND THIS INSTRUMENT ON OATH TATED H A AUTYHMIZED TO EXECUTE THE INSTRUMENT AND 620 7TH AVENUE w4 of wnshr ACKNOWLEDGED IT AS THE --- OF OF ALBACORE ACH, LLC, A WASHINGTON LIMITED ACKNOWLEDGED IT AS THELL � "`� OF U.S. BANK NATIONAL ASSOCIATION D/B/A KIRKLAND, WASHINGTON 98033 LIABILITY COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND HOUSING CAPITAL COMPANY TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PHONE: (425) 827-3063 o PURPOSES MENTIONED IN THIS INSTRUMENT. PURPOSES MENTIONED IN THIS INSTRUMENT. � z 55 _ - - --- 1� DATED -- SS�DATED 0- 1 --- 1Q T o �N SIGNATURE OF � , •. �� ;D;'�•� 09:•L A LAN9 p \ . 0 NpTl,�,, m; ; SIGNATURE OF NOTARY PUBLIC C^- �K___ NOTARY PUBLIC[ _� .G_ _ N ..•.. rl ,�G)7 iZ PUBL\G _ PVB0C • ENGINEERS PLANNERS SURVEYORS �/ `/ a � TI TLE ---------- ---------- ��A 06 �'�� R set TITLE ---1�1 _---------- ;N�' r '��;��U `� i �* 6 17 ( jy _ a, O&� , {ti 620 7TH A VENUE KIRKLAND, WA 98033 �zLL- MY APPOINTMENT EXPIRES X� ! = �� 0425.827.3063 F425.827.2423 MY APPOINTMENT EXPIRES _BIZ WA IllIf f www.drstron .com �omN D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 N RECORDING NO. VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE-. 1 /4 OF THE SE. 1 /4 SHEET 2 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M ., CITY OF RENTON, KING COUNTY, WASHINGTON EASEMENT NOTES TRACT NOTE CITY OF RENTON DRAINAGE EASEMENT COVENANT THE EASEMENTS DEPICTED ON THE MAP SHEET OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES A TRACT IS LAND RESERVED FOR SPECIFIED USES, INCLUDING, BUT NOT LIMITED TO RESERVE TRACTS, ALL DRAINAGE EASEMENTS WITHIN THIS PLAT, NOT SHOWN AS 'PRIVATE", ARE HEREBY GRANTED AND LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS RECREATION, OPEN SPACE, CRITICAL AREAS, SURFACE WATER, RETENTION, UTILITY FACILITIES AND CONVEYED TO THE CITY OF RENTON, A POLITICAL SUBDIVISION OF THE STATE OF WASHINGTON, FOR THE SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. ACCESS. TRACTS ARE NOT CONSIDERED BUILDING SITES FOR THE PURPOSES OF RESIDENTIAL DWELLING. 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 THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PRIVATE DRAINAGE EASEMENTS SHOWN REASONABLE ACCESS (INGRESS AND EGRESS), TO ENTER SAID DRAINAGE EASEMENT FOR THE PURPOSE HEREON TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) OF INSPECTING, OPERATING, MAINTAINING, REPAIRING AND IMPROVING THE DRAINAGE FACILITIES IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT CONTAINED HEREIN. NOTE THAT EXCEPT FOR THE FACILITIES WHICH HAVE BEEN FORMALLY ACCEPTED THE OWNERS COST. FIRE SPRINKLER REQUIREMENT FOR MAINTENANCE BY THE CITY OF RENTON, MAINTENANCE OF DRAINAGE FACILITIES ON PRIVATE PROPERTY IS THE RESPONSIBILITY OF THE PROPERTY OWNER. : 1. AN EASEMENT IS HEREBY RESERVED, GRANTED AND CONVEYED TO THE CITY OF RENTON, PUGET HOMES CONSTRUCTED ON LOTS 5 AND 6 ARE REQUIRE TO BE INSTALLED WITH AN APPROVED FIRE SOUND ENERGY COMPANY, CENTURY LINK, COMCAST, KING COUNTY WATER DISTRICT NO. 90, AND THEIR SPRINKLER SYSTEM. THIS EASEMENT IS INTENDED TO FACILITATE REASONABLE ACCESS TO THE DRAINAGE FACILITIES. THIS RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND EASEMENT AND COVENANT SHALL RUN WITH THE LAND AND IS BINDING UPON THE OWNERS OF SAID TRACTS, PARALLEL WITH AND ADJOINING THE EXISTING OR PROPOSED PUBLIC RIGHT—OF—WAY, AS SHOWN PRIVATE PROPERTY, THEIR HEIRS, SUCCESSORS AND ASSIGNS. HEREON IN.WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE TOGETHER WITH THE RIGHT TOE NTEROUPON THEANDHER LOTSRAT ALLYTIVMES FOITHIRT HEERVICES PURPOSE HDEREIN STATED. NOTES AND RESTRICTIONS NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE 1. TRACT A IS A PRIVATE STORM DRAINAGE TRACT AND IS HEREBY GRANTED AND CONVEYED TO THE PUBLIC DRAINAGE EASEMENT RESTRICTIONS . TELEVISION, FIRE OR POLICE SIGNAL OR FOR OTHER PURPOSES, SHALL BE PLACED OR BE PERMITTED TO CONCORD PLACE HOMEOWNERS ASSOCIATION UPON THE RECORDING OF THIS PLAT. EXCEPT AS BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO OTHERWISE NOTED HEREIN, SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR ALL PROPERTY OWNER(S) SUBJECT TO A PUBLIC DRAINAGE EASEMENT SHALL NOT HAVE THE RIGHT TO THE A BUILDING. MAINTENANCE AND MANAGEMENT OBLIGATIONS ASSOCIATED. WITH SAID TRACT. SHOULD THE CONCORD FOLLOWING ACTIONS OR ACTIVITIES BEYOND THE BUILDING SETBACK LINE OR WITHIN THE LIMITS OF THE 2. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 2 AND 3 IS FOR THE BENEFIT PLACE HOMEOWNERS ASSOCIATION FAIL TO PROPERLY MAINTAIN SAID TRACT, THE OWNERS OF LOTS 1 PUBLIC DRAINAGE EASEMENTS IDENTIFIED HEREON: THROUGH 13 OF THIS PLAT SHALL BE EQUALLY RESPONSIBLE FOR THE MAINTENANCE OF SAID TRACT. OF LOTS 3 AND 4 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 2, 3 AND 4 IN THE EVENT THAT THE HOA IS DISSOLVED OR OTHERWISE FAILS TO MEET ITS PROPERTY TAX a) ERECT OR MAINTAIN BUILDINGS, STRUCTURES, OBSTRUCTIONS OR PLACE FILL (INCLUDING BUT NOT ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES 18 OBLIGATIONS, AS EVIDENCED BY NON PAYMENT OF PROPERTY TAXES FOR A PERIOD OF EIGHTEEN AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE ( ) LIMITED TO FENCES, DECKS, PATIOS, OUTBUILDINGS, RETAINING WALLS AND OVERHANGS). FACILITIES USED IN COMMON WITHIN SAID EASEMENT. 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 b) PLANT TREES, SHRUBS OR VEGETATION HAVING DEEP ROOT PATTERNS WHICH MAY CAUSE DAMAGE 3. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS .6 AND 7 IS FOR THE BENEFIT FINANCIAL AND MAINTENANCE RESPONSIE:_ITIES. TO OR INTERFERE WITH THE DRAINAGE FACILITIES TO BE PLACED WITHIN THE EASEMENT. OF LOTS 5 AND 6 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 5, 6 AND 7 A DRAINAGE EASEMENT OVER SAID TRACT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES FOR PUBLIC STORM DRAINAGE FACILITIES, ACCORDING TO THE CITY OF RENTON DRAINAGE EASEMENT C) DEVELOP, LANDSCAPE, OR BEAUTIFY THE EASEMENT AREA IN ANY WAY WHICH WOULD AND SHALL SHARE ,EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE COVENANT II'-REON. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR ALL MAINTENANCE UNREASONABLY INCREASE THE COSTS TO THE CITY OF RENTON FOR RESTORING THE EASEMENT AREA FACILITIES USED IN COMMON WITHIN SAID EASEMENT. RESPONSIBILITIES ASSOCIATED WITH SAID PUBLIC STORM DRAINAGE FACILITIES WITHIN SAID TRACT. AND ANY PRIVATE IMPROVEMENTS THEREIN. 4. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOT 8 IS FOR THE BENEFIT OF LOT 9 2. ALL TRAFFIC MITIGATION OR IMPACT FEES REQUIRED BY RENTON MUNICIPAL CODE SHALL BE PAID AT FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 8 AND 9 ARE HEREBY d) DIG, TUNNEL OR PERFORM OTHER FORMS OF CONSTRUCTION ACTIVITIES ON THE PROPERTY WHICH THE TIME OF BUILDING PERMIT ISSUANCE. THE FEE PAID SHALL BE IN HE AMOUNT IN EFFECT AS OF RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE FACILITIES AND SHALL THE DATE OF BUILDING PERMIT APPLICATION. CREDIT SHALL BE GIVEN FOR ONE EXISTING HOME, CREDIT WOULD DISTURB THE COMPACTION OR UNEARTH DRAINAGE FACILITIES ON THE RIGHT—OF—WAY, OR SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE DRAINAGE FACILITIES USED IN SHALL BE GIVEN TO LOT 1. ENDANGER THE LATERAL SUPPORT FACILITIES. COMMON WITHIN SAID EASEMENT. 5. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT SHOWN ON LOTS 11 AND 12 IS FOR THE BENEFIT 3. THE CONCORD PLACE HOMEOWNERS ASSOCIATION WAS ESTAB!._ISHED WITH THE WASHINGTON e) BLAST WITHIN FIFTEEN (15) FEET OF THE RIGHT—OF—WAY. OF LOTS 10 AND 11 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 10, 11 AND SECRETARY OF STATE OCTOB`R 7, 2015. ALL LOTS WITHIN THIS JUBDIVISION ARE SUBJECT TO THE 12 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE COVENANTS, CONDITIONS AND RESTRIC11ONS FOR THE CONCORD PLACE HOMEOWNERS ASSOCIATION f) ERECT FENCES IN SUCH A WAY AS TO PREVENT ACCESS BY THE CITY OF RENTON'S VEHICLES TO FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE RECORDED UNDER KING COUNTY RECORDING NUMBER .0�t.ja.�S;DQS2 %4 tp-1 - THE DRAINAGE FACILITIES. ANY FENCE CONSTRUCTION MUST PROVIDE FOR AN OPENING (GATED, DRAINAGE FACILITIES USED IN COMMON WITHIN SAID EASEMENT. REMOVABLE SECTIONS, BARRIERS, ETC.) OF AT LEAST TEN (10) FEET IN WIDTH. 4. STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE OWNED AND MAINTAINED BY THE 6. THE 10 FOOT PRIVATE STORM DRAINAGE EASEMENT"SHOWN 'ON LOTS 12 AND 13 IS FOR THE BENEFIT CONCORD PLACE HOMEOWNERS ASSOCIATION. THOSE TREES ON INDIVIDUAL LOTS, REQUIRED TO BE g) GRADING AND CONSTRUCTION SHALL NOT BE ALLOWED WITHIN THE PUBLIC DRAINAGE EASEMENTS OF LOTS 11 AND 12 FOR PRIVATE STORM DRAINAGE FACILITIES. THE OWNERS OF SAID LOTS 11, 12 AND INSTALLED ACCORDING TO THE APPROVED LANDSCAPING PLANS SHALL BE MAINTAINED BY OWNER OF PLAT MAP UNLESS APPROVED BY THE CITY OF RENTON OR ITS SUCCESSOR AGENCY 13 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE DRAINAGE THE LOT ON WHICH THE TREE IS LOCATED. REGARDLESS SHOWN ON THIS IS PERMIT REQUIREMENTS. FACILITIES 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 FLOW CONTROL BMP NOTES TEMPORARY TURNAROUND FACILITIES. THE CONCORD PLACE HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF SAID TEMPORARY TURNAROUND FACILITIES WITHIN SAID 1. THE DETENTION FACILITY IS DESIGNED TO ACCOMMODATE IMPERVIOUS AREA EQUAL TO 4,000 S.F. PER EASEMENT. THIS EASEMENT SHALL AUTOMATICALLY TERMINATE UPON THE EXTENSIONS OF THE PUBLIC LOT. 1400 S.F. OF ROOF AREA ON EACH LOT WILL BE ROUTED TO SPLASH BLOCKS, THUS UTILIZING RIGHT OF WAY THROUGH THE ADJOINING PROPERTY. IT SHALL BE THE RESPONSIBILITY OF THE BASIC DISPERSION TO ACCOMMODATE FLOW CONTROL BMP REQUIREMENTS. BASIC DISPERSION RESULTS DEVELOPER EXTENDING SAID RIGHT OF WAY TO REMOVE THE IMPROVEMENTS ASSOCIATED WITH THE IN A FLOW CONTROL SIZING CREDIT OF 50%, THUS INCREASING THE ACTUAL ALLOWABLE BUILD—OUT TEMPORARY TURNAROUND AND RECONSTRUCT THE STANDARD ROADWAY CROSS SECTION THROUGH IMPERVIOUS AREA BY 700 S.F. (50% OF 1400 S.F.). THESE AREAS. 2. BASIC DISPERSION VIA SPLASH BLOCKS HAS BEEN UTILIZED FOR THIS PLAT. THIS REQUIRES 50 LF OF 8. THE PRIVATE LANDSCAPE AND ENTRY MONUMENT EASEMENT SHOWN ON LOT 1 AND LOT 13 IS VEGETATED FLOW PER SPLASH BLOCK. HEREBY GRANTED AND CONVEYED TO THE CONCORD PLACE HOMEOWNERS ASSOCIATION FOR LANDSCAPING AND ENTRY MONUMENT. SAID HOMEOWNERS ASSOCIATION IS HEREBY RESPONSIBLE FOR 3. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN THE MAINTENANCE OF SAID LANDSCAPING AND ENTRY MONUMENT WITHIN SAID EAS".MENT. GOOD REPAIR BY EACH LOT OWNER. 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, J. S WA I o vi x � O o 5 5 �� I3TE� �A LAIC ENGINEERS PLANNERS SURVEYORS x 620 7THAVENUE KIRKLAND, WA 98033 O 425.827.3063 F 425.827.2423 www.drstrong.com D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO. VOL/PG LUA16-000071 ' CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 3 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON z N R-F a PR JECT SITE O H NE 7H GRAPHIC SCALE SANS 1 BLS �JO' 300' 600' 34 \35 NE s SE 112M sr 1 INCH = 300 FT. C.O.R. PT NO. 2097 �3 2 BASIS OF BEARINGS FOUND STONE MONUMENT w WITH FAINT X, DOWN 1,7', N01'25'21"E BETWEEN THE MONUMENTS FOUND AT THE IN MONUMENT CASE o cw SOUTHEAST AND NORTHEAST SECTION CORNERS OF N o SE 116TH sr SECTION 3-23-5, CITY OF RENTON CONTROL POINTS z 1845 AND 2097 FOUND STONE VICINITY MAP 3 N87'25'50"W MONUMENT WITHFAINT X 79' - NOT TO SCALE 1322. 1322.79' 3 2 SURVEYOR'S NOTES REFERENCES CALCULATED CENTER 1. ALL TITLE INFORMATION SHOWN ON THIS MAP HAS BEEN EXTRACTED FROM FIRST AMERICAN 1. RECORD OF SURVEY, RECORDED UNDER RECORDING NO. E SECTION PER R TITLE INSURANCE COMPANY SUBDIVISION GUARANTEE ORDER NO. 2578272 DATED DECEMBER 8106169002. RECORDS OF KING COUNTY, WASHINGTON. REF. 5 w 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 2. RECORD OF SURVEY RECORDED UNDER RECORDING N0. n N n w ANY TITLE ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE 20000908,900007. RECORDS OF KING COUNTY, WASHINGTON. 00 04 N 00 MAP AND DISCLOSED BY REFERENCED FIRST AMERICAN TITLE INSURANCE COMPANY GUARANTEE, N 1n D.R. STRONG CONSULTING ENGINEERS INC. HAS RELIED WHOLLY ON FIRST AMERICAN TITLE z N ;v Ld 3. RECORD OF SURVEY, RECORDED UNDER RECORDING N0, T o COMPANY REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND 8106229014. w z THEREFORE D.R. STRONG CONSULTING ENGINEERS INC. QUALIFIES THE MAP'S ACCURACY AND `D COMPLETENESS TO THAT EXTENT. 4. THE WINDSTONE DIVISION 4. SHORT PLAT, RECORDED IN VOL, io N87'49'01"W ai 225 OF PLATS, PAGES 91-93. RECORDS OF KING COUNTY, N 1322.55' N87'49'Ol"W r) 2. ALL SURVEY CONTROL INDICATED AS "FOUNY' WAS RECOVERED FOR THIS PROJECT IN WASHINGTON. 0 330.64' 330.64' to OCTOBER, 2014. z oo� 661.27 LL: 5. THE PLAT OF WINDSTONE DIVISION 5. RECORDED IN VOL. 262 cruj 3. PROPERTY AREA = 177,683f SQUARE FEET (4.0790f ACRES). OF PLATS, PAGE 55. RECORDS OF KING COUNTY, WASHINGTON. ® o_ 40 U d 4. ALL DISTANCES ARE IN FEET. 6. THE PLAT OF STONE RIDGE, RECORDED IN VOL. 230 OF 0 in of PLATS, PAGES 61-65. RECORDS OF }(ING. CO'•JNTY, 5. THIS IS A COMBINED FIELD TRAVERSE AND GLOBAL POSITIONING SYSTEM SURVEY. A LEICA WASHINGTON. FIVE SECOND COMBINED ELECTRONIC TOTAL STATION AND A LEICA SERIES 1200 GLOBAL POSITIONING SYSTEM WERE USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS 7. THE PLAT OF SUMMERWIND DIVISION N0. 5. RECORDED IN w j BETWEEN THE CONTROLLING MONUMENTATION AS SHOWN, CLOSURE RATIOS OF THE TRAVERSE VOL. 154 OF PLATS, PAGES 68-74. RECORDS OF KING COUNTY, r. rn MET OR EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS WASHINGTON. cO o cn N AND EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S 130' 90°- ,ccy SPECIFICATIONS. 8. KING COUNTY ROAD SURVEY FOR BANKSON NO. 72A. ko o w o 9. KCSP NO. 778093, RECORDED UNDER RECODING NO. N � w cw z TITLE RESTRICTIONS 7903290830, RECORDS OF KING COUNTY, WASHINGTON. ! - N cw N 10. KCSP NO. 584163, RECORDED UNDER RECODING NO. w o z 1. THIS SITE IS SUBJECT TO THE RESERVATIONS AND EXCEPTIONS CONTAINED IN THE DEED 8709231179, RECORDS OF KING COUNTY, WASHINGTON. FROM NORTHERN PACIFIC RAILROAD COMPANY, RECORDED UNDER RECORDING NUMBER 342932, f z in 11. KCSP NO. 584164, RECORDED UNDER RECODING NO. LO N N 2. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN AN EASEMENT 8709231174, RECORDS OF KING COUNTY, WASHINGTON. o IN FAVOR OF SPIRAL M. BOSLEY FOR A WATER LINE AS DISCLOSED BY INSTRUMENT RECORDED z z UNDER RECORDING NUMBER 4934627. MONUMENT NOT C.O.R. PT NO. 1845 . 3. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT FOR INGRESS, SEARCHED FOR FOUND CONCRETE EGRESS AND UTILITIES EASEMENT OVER ADJOINING PROPERTY AS DISCLOSED BY INSTRUMENT HELD LOCATION MONUMENT WITH RECORDED UNDER RECORDING NUMBER 7609140487. PER REF. 5 PUNCHED BRASS PLUG, DOWN 1.7', IN MONUMENT 4. THIS SITE IS SUBJECT TO THE CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR 3 1322.36' 330.59' CASE ENCROACHMENTS CONTAINED OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER 10 330.59' 661.18, 3 J 2 RECORDING NUMBER 8106169002. N88'12'12"W 10 11 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. SECTION SUBDIVISION PER THE PLAT OF WINDSTONE 6. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT DIVISION 5. RECORDED IN VOL. 262, PG'S. 55-57, REC. ENTITLED "AGREEMENT FOR TEMPORARY WATER SERVICE", AS DISCLOSED BY INSTRUMENT NO. 20130611000790, REFERENCE 5. 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. N J. 8. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF A MEMORANDUM OF AGREEMENT � �oF WA � AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 29050621002061. G1 O 9. THIS SITE IS SUBJECT TO THE THE TERMS AND CONDITIONS OF AN EASEMENT AGREEMENT x AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060808001642. ' o 10. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT AS DISCLOSED BY 37 55 �9 INSTRUMENT RECORDED UNDER RECORDING NUMBER 20060914001333. rsT�a OVA LAWS 11. THIS SITE IS SUBJECT TO THE TERMS AND CONDITIONS OF AN EASEMENT AS DISCLOSED BY 3 INSTRUMENT RECORDED UNDER RECORDING NUMBER 20140306000025. 12. THIS SITE IS SUBJECT TO THE TERMS AND PROVISIONS OF AN EASEMENT AS DISCLOSED BY ENGINEERS PLANNERS SURVEYORS INSTRUMENT RECORDED UNDER RECORDING NUMBER 201 51 008001 478 AND THE MODIFICATION 620 7THAVENUE KIRKLAND, WA 98033 AND/OR AMENDMEN THERETO AS DISCLOSED BY INSTRUMENT RECORDED UNDER RECORDING 0425.827.3063 F425.827.2423 NUMBER 20151029001392. www.drstrong.com D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 4 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON I I 36 I 35 8 7 6 5 4 3 SUMMERWIND DIV. 5 WNDSTONE DIV. 4 VOL. 154, PG. 68-74 VOL. 225, PG. 91-93, REC. NO. 20070523900007 FOUND COJNCRETE MONUMENT i- . __1_- • ACCESS EASEMENT REC. N CD R T H WITH 2-1/2" BRASS DOMED DISK NE 16TH ST • WITH "X", IN MONUMENT CASE NO. 20060914001333 10' SLOPE & TEMPORARY CONSTRUCTION EASEMENT GRAPHIC SCALE N87'49'01"W 183.56' N87.49'Ol"W 330.64' REC. NO. 20060808001642 0 20' 40' 80, _ 141.51' 6'VBF o E 189.13' 1 INCH =40 FT. N :--;L13 _ oo FENCE IS 90.34' _ •- .♦ _ _ N o.4'E. of R BASIS OF BEARINGS 89.68' - FENCE IS END OF -� - 47.61' N01'25'21"E BETWEEN THE MONUMENTS FOUND AT THE FENCE IS ,n I PRIVATE T 0.4'W. OF R SOUTHEAST AND NORTHEAST SECTION CORNERS OF LANDSCAPE AND R=25.00' SECTION 3-23-5, CITY OF RENTON CONTROL POINTS R=25.00' /� _ PRIVATE 0.5'E. OF ,� ENTRY MONUMENT / LANDSCAPE AND d=89'14'13' EASEMENT SEE L=38.94' I 26.5' Zg,S' A=90'45'47" ENTRY MONUMENT I 1845 AND 2097 L11 (J NOTE 8, SHT. 2 I I I L=39.60' EASEMENT SEE w Z w 1 NOTE 8, SHT. 2 0 04 33 34 N 00 �� 9848t S.F. I V, o 13 I LLJ n s 1531 I I 9150t S.F. co I �n I o KING CO. SHORT o Q Nco 10' UTILITY - �10' UTILITY 1536 PLAT NO. 584164 z \ J ESM'T. (TYP) I I ESM'T. (TYP) I o U a L17 w N REC. N0. 8709231174 -.-' -� - - N N88'34'48"W m 3 L 18 j N N 115.00' �n Z , PRIVATE RETAINING o Z I N �o I 10' P.D.E =- J -w J WALL AND STORM o o SEE NOTE 6, I o DRAINAGE I I SHT. 2 c,3( N� EASEMENT SEE 11l FOUND CONCRETE NOTE 9, SHT. 2 "� Z o 12 I o o TRACT A MONUMENT WITH PUNCHED 2 ( c2 -J n 8050t S.F. � N cNv 10496t S.F. 2" BRASS DISK, DOWN 0.6', 32 FENCE IS r0) 8050t S.F. I a- I 1530 STORM DRAINAGE io TRACT SEE NOTES LEGEND: IN MONUMENT CASE 0.SE. OF R 1525 0 I N AND RESTRICTIONS I3 NO. 1, SHEET 2 ® FOUND 4" CONCRETE MONUMENT N88'34'48"W U N88'34'48"W z WITH PUNCHED 1-1/2" BRASS DISK �- IN MONUMENT CASE FENCE IS 115,00' I 115.00' - 2.3'E. OF R W -� w N n ® SET STANDARD CITY OF RENTON J 10' P.D.E :10' P.D.E cq r`� MONUMENT WITH BRASS DISK r- SEE NOTE 2, Ln SEE NOTE 5, STAMPED "DRS 37555" IN SET TYPICAL r 8075t S.F. SHT. 2 �) I I I SHT. 2 8115t1 S.F. w MONUMENT CASE. REBAR CAP ON LODT Z ^ 1519 I r I 1524 r Q FOUND CORNER MONUMENT AS LINE 3.00' E. I II o II Ar=09'30'33" NOTED d=09'30'33" I N`� N L=16.35' � o o OF CORNER L=25.14' o o • SET 5/8" X 24" REBAR WITH -L22 uic. 0 4-9.32' FENCE IS \ 0• 31 30 N88'34'48"W �; 112.11' 47.60' -' f 0.3'W. OF F1' PLASTIC CAP STAMPED "DRS 37555" 117.65' N88'34'48"W 159.71' uo HBF HORIZONTAL BOARD FENCE SUMMERWIND DIV. 5 3.45'- �' \• VOL. 154, PG. 68-74 ' L24�w w ri I � N 2 VBF VERTICAL BOARD FENCE FOUND 1/2" REBAR WITH WHITE s \ PLASTIC CAP, STAMPED "DMT LS z Jo Lo P.D.E. PRIVATE STORM DRAIN EASEMENT 0 38992", 1.0'E. X 0.6'N. OF PROP. - � i0 I 1 p w �''• --�� CORNER o o �D I o z R PROPERTY LINE 4 I o o U 1o769t S.F. \ °p 10986t S.F. o' rn'�' I 1518 \ 1531 CITY OF RENTON STREET ADDRESS �2 1513 z 1 I w `����• FENCE IS FENCE IS 0.9'N. X \ 1.8'E. OF R 1.1'E. OF PROP. N88'34'48"W Lo CORNER I 147 98' n 5' � w 26• I 10' P.D.E- cn 6'VBF 132.53' 26.5 SEE NOTEI� I w 26 N87'49'01"W 130.01' I 10, SHT. 2 J z 1 FENCE IS FENCE IS 2.52'v- I w / \ 2.1'N. OF R I I 0.6'N. OF R 1 I 9 I FOUND CONCRETE MONUMENT WITH PUNCHED SEE SHEET 5 FOR CONTINUATION 2" BRASS DISK, DOWN 0.5', LINE BEARING DISTANCE IN MONUMENT CASE L13 N87'49'01"W 12.00' �� J. L14 S01'25'12"W 52.71' WAS WA L15 N29'56'20"W 13.45' Fw L16' N01'25'12"E 18.18' G? o r L17 N88'34'48"W 96.00' " z L18 N88'34'48"W 96.00' L19 N01'25'12"E 17.92' 37555 9 L20 N28.44'08"E 26.15' G r S T ERA<� L21 NO1'25" 2"E 98.84' I�NAL LAND L22 N88.34'48"W 7.00' ` L23 N88.34'48"W 8.77' L24 N06'36'40"E 4.20' L25 N23'29'15"E 8.16' D ENGINEERS PLANNERS SURVEYORS L26 N0125'12"E 14.68' 620 7THAVENUE KIRKLAND, WA 98033 L27 N01-04I55"W 33.35' " 0425.827.3063 F425.827.2423 L28 N77'08'46"E 18.35' www.drstrong.com L29 I NO1'25'12"E 49.86' D.R. STRONG CONSULTING ENGINEERS PROJECT NO. 14103 RECORDING NO. VOL/PG LUA16-000071 CONCORD PLACE LND10-0520 A PORTION OF THE SE. 1 /4 OF THE SE. 1 /4 SHEET 5 OF 5 SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., CITY OF RENTON, KING COUNTY, WASHINGTON SEE SHEET 4 FOR CONTINUATION FENCE IS 4 FENCE IS 0.9'N. X I I �28 10 �l '9 1.8'E. OF R 1.1'E. OF PROP. N88'34'48"W rd �O CORNER ' 147.98'6'VBF132.53' 1 26.5N8T49'01"W 130.01, � J 1 FENCE IS 2.52' I o� II A-.09'30'33" FENCE IS f NORTH 2.1'N. OF R 0.6'N. OF R o wo L=25.14' 9 O / w o 6 10073t S.F. w I 3 I 1512 o N N / GRAPHIC SCALE 31.5' ( 0 20' 40' 80' I�ri N I N88'34'48"W 142.60' I w 1 INCH =40 FT. 27 �_ z o J BASIS OF BEARINGS s w 10' P.D E 9982f S.F. I rW� 1 N01'25'21"E BETWEEN THE MONUMENTS FOUND AT THE SEE NO.TE 4, - SOUTHEAST AND NORTHEAST SECTION CORNERS OF 1506 I o SECTION 3-23-5, CITY OF RENTON CONTROL POINTS TR B I SHT. 2 10' P.D.E -- " W 0 I FOUND 7/8" Q.D. IRON 1845 AND 2097 / 0 SEE NOTE PIPE WITH WHITE PLASTIC uo PARCEL UNPLATTED o to 10, SHT. 2 I I CAP STAMPED "LS / N B I `� ^ 17663", 0.3 E. OFto R I N N I N88'34'48"W I �O 28 I `� Lv L5 142.60' SUMMERWIND DIV. 5 N I I 0.6 WNOF Ih' w Z ui 7 I I FENCE IS ON R VOL. 154, PG. 68-74 J o CD 9982f S.F. d I J LAJ I o ,o SET TYPICAL REBAR o N FOUND 1/2" REBAR WITH I Les AND CAP ON LOT I r, N 3 \ \ WHITE PLASTIC CAP, w � (� ;`rLINE 3.00' E. OF o Lii STAMPED "DMT LS Fitf z N CORNER ZFOUND 1/2" BARE REBAR 29w 38992', 0.2'W. OF F� N cn Lv 0.WE. OF t . � L2•_ \ N88'34'48"W 3 I UNPLATTED Z to 41 �\ 142.60' LEGEND: 3 \ 10' P.D.E I 30' INGRESS, EGRESS, - E_.- w z II SEE NOTE 3, r- FOUND 4" CONCRETE MONUMENT \ UTILITY EASEMENT I _, I \ \ SHT. 2 rnI WITH PINCHED 1-1/2' BRASS DISK REC. NO. 7609140487 I TEMPORARY � o� KING CO. SHORT IN MON MENT CASE FENCE IS CO w TURNAROUND I� ��'`I n I� 6 I � PLAT NO. 584163 I 0.5'E. OF F� -�� EASEMENT SEE I rnII J I rn REC. NO, 8709231179 NOTE 7, SHT. 2 11731f S.F. ` \ SET STANDARD CITY OF RENTON 1408 MONUMENT WITH BRASS DISK FOUND 5/8" REBAR WITH I �'�\ STAMPE� DRS 37555 IN YELLOW PLASTIC CAP STAMPED I I I 2 MONUME T CASE. "ARNETT LS 10702" ON R L120 FOUND CORNER MONUMENT AS I in N81*31'22"W w �I NOTED G� / 143.68' • SET 5/8" X 24" REBAR WITH FENCE CORNER IS 0.1'N. PLASTIC CAP STAMPED "DRS 37555" OF PROP. CORNER 31.5' 26.5' C, � / G L39 - FOUND 1/2" BARE REBAR 10 UTILITY 0.7'E. OF FL' HBF HORIZONTAL BOARD FENCE 3384, 5.00' � ESM'T. (TYP) 2 \ VBF VERTICAL BOARD FENCE IFOUNDIt BROKEN WHITE PLASTIC WITH H6�0�S). �, <8IJ \��: 9311f S.F. YCORNER NC. WALL, P.D.E. PRIVATE STORM DRAIN EASEMENT ST FACE IS ON RCAP, 0.2'E. X 0.7'N. OFPROP. CORNER 11 FENCE ISFOUND LEAD AND TACKPROPERTY LINE LINE BEARING DISTANCE 989' '0.5 S. OF FtON CONCRETE WALL, L1 N01'25'12"E 26.01' �eF 0.3'E. X 0.7'N. OF PROP. 1512 CITY OF RENTON STREET ADDRESS L2 NO1'25'12"E 0.72' N87'49'Ol"W 8901' CORNER L3 N01'25'12"E 20.75' UNPLATTED L4 N01'25'12"E 48.54' FENCE CORNER IS FENCE CORNER IS L5 N88'34'48"W 10.00' 0.5'N. X 0.1'E. OF FOUND 1/2" REBAR WITH0.2'N. OF PROP. PROP. CORNER WHITE PLASTIC CAP, L6 N01'25'12"E 62.95' I L7 N01'25'12"E 23.60' STAMPED "LS 17663", L8 N67'07'57"W 10.74' \ I 0.5'E. X 0.7'N. OF PROP. 1_9 N88'34'48"W 10.18' CORNER 5227 L10 N62'00'53"W . ' \ - 15' EASEMENT -" L11 NO1'2 ' "E . ' REC. NO. 20140306000025 L12 N81'31'22"W 57.36' 1 L28 N77'0846"E 18.35' L29 NOV25'12"E 49.86' O I L30 N19*57'46"E 12.58' \ + UNPLATTED\ UNPLATTED L31 NO1'25'12"E 28.96' \ / I �I1 J. L32 N10'51'19"W 15.00' wa ss 4� F s C L33 NO3'59'34"W 24.26' L34 N01'25'12"E 79.44' V� L35 N20'10'35"W 9.56' y Gr x L36 NOO'23'54"W 40.18' \ L37 N22'55'38"W 23.69' O 55 0 o L38 N01'06'48"W 25.82' I '9O I s T E¢�� L39 N81'31'2211W 11.44' \ \s� �'AL LAND CURVE RADIUS DELTA ANGLE ARC LENGTH Sri �4 Cl 19.50' 22'55'33" 7.80' A ; C2 50.50' 45'06'31" 39.76' \ ENGINEERS PLANNERS SURVEYORS C3 50.50' 108'27'55" 95.60' 620 7THAVENUE KIRKLAND, WA 98033 C4 19.50' 22'55'33" 7.80' \ \ -_ ___ 0425.827.3063 F425.827.2423 www.drstron C5 60.50' 17'27'21" 18.43' M 9 com C6 60.50' 86'05'04" 90.90, D.R. STRONG C7 60.50' 48'4S33" 51.45' CONSULTING ENGINEERS PROJECT NO. 14103