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HomeMy WebLinkAboutLarge FormatV\'HEN s EGOR :YEO RETURN T( Office of the City Clerk Renton City Hall 1055 South Grandy V*y Renton, WA 98057 VOL PG LAN G LEY M EAD u" WS NW 1 /4, SE 1 /4, SEC. 101 T. - 23 N. R. 5 E.) W.M. LUA-08-056-FP LND--10-0452 CITY OF RENTON, KING COUNTY, WASHINGTON OWNER'S DEDICATION CITY OF RENTON APPROVALS KNOW ALL PEOPLE BY THESE PRESENTS THAT VIE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND CITY OF RENTON ADMINISTRATOR OF PUBLIC WORKS HEREBY PLATTED, HEREBY DECLARE THIS PLAT AND DEDICATE/CERTIFY, TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND THE USE THEREOF FOR ALL PUBLIC HIGHWAY EXAMINED AN APPROVED THIS 0!%AY OF G_T_O F 20_0-5 PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON, AND FURTHER DEDICATE/CERTIFY TO THE USE CIF THE PUBLIC, ALL EASEMENTS SHOWN ON THIS PLAT FOR ALL _____ _ !,rr�pp/ VILI__- ADMINISTRATOR PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO UTILITIES AND DRAINAGE, UNLESS SUCH "7 EASEMENTS ARE SPECIFICALLY CERTIFIED ON THIS PLAT AS BEING DEDICATED/CERTIFIED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY T DEDICATE CERTIFY SUCH STREETS / CITY OF RENTON MAYOR AND EASEMENTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED.�', EXAMINED ND': APPROVED THIS', DAY OF__'_ 20_0 "`� �✓����ii KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE THE HEREIN BELOW SIGNED OWNERS IN FEE SIMPLE OF THE aR�-- LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED "LANGLEY MEADOWS" HOMEOWNERS _ ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A ' _ L MEMBER OF SAID HOA. SAID HOA IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE --_ --```-------- PLAT OF NGLEY OWS AS DISCLOSED BY INSTRUMENT UNDER KING COUNTY RECORDING NUMBER MAYORta 1N WIT WHEREOF HAVeSET UR HANDS AND SEALS.CITY OF RENTONEXAMINED AND APPROVED THIS DAY OF--G=20_ ___ _ ___LC NI _p FRONTIER -BANK, ASHINGTON CORPORATION THOMAS M. W -- ATERS --P�--_- 4-------- ------ _ •�-"�ZJ� - -- / CITY CLERK PATRICIA A. WATERS CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE DECLARATION OF COVENANT: I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPER HEREIN CONTAINED DEDICATED FOR THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL THIS _j�DAY OF --QC•d' 20 -9 THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND HEREBY CONVEYS THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LONG PLAT. _ FINANeE` DIRECTOR ✓, ACKNOWLEDGEMENTS STATE OF WASHINGTON ) COQ,NTY APPROVALS )SS COUNTY OF V_M2 _ _ ) KING COUNTY DEPARTMENT OF ASSESSMENTS I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ____ __--------- EXAMINED AND APPROVED THIS 23� DAY OF ��S�Se�7�dJ--- 20�. SIGNED THIS INSTRUMENT, ON OATH STAT THAT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND �� ACKNOWLEDGED IT AS THE ___ �: _-_ OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT.'' ®®;� —� er-f-N-------- L KIN_ COUNTY ASSESSOP DEPUTY KING COUNTY ASSESSOR Q� ��q4 ® 0 11 DATED i� � ���---------------•----- �-E�K � Q UT ACCOUNT NUMBERS: 1023059049 SIGNATURE OF �.�Go��\SSIO/VF/%� 1023059113 NOTARY PUBLIC _% -- _-- _-- 1023059151 ��w No-r, 1023059179 ®°� 1023059222 ®m 9 C6 �s MY APPOINTMENT EXPIRES !--------- PUBLIC — - 1023059371�°�����Lgg� .� 9 1-5-2011 `� /y/N G10 STATE OF WASHINGTON )SSWA FINANCE DIVISION CERTIFICATE COUNTY I HEREBY CERTIFY ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THOMAS M. WATERS IS/ARE THE PERSON(S) WHO COLLECTION ON ANY OF THE PROPERTY I CONTAINED DEDI TED S THE S ALL S OR FOR ANY OTHER APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT AND PUBLIC USE, ARE PAID IN FULL. THIS DAY OF %� 20 ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. ''""� DATED 0�� �° ��� MANAGER KING COUNTY FINANCE DIVISION EP _.. SIGNATURE OF �Q)o��`'�OPd��pi ���. NOTARY PUBLI ---- -- -- - c� NOTARY MY APPOINTMENT EXPIRES PUBLIC - _�d/0 LAND SURVEYOR'S CERTIFICATE 9_15-2010 ® 1 HEREBY CERTIFY THAT THIS PLAT OF LANGLEY MEADOWS, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THAT THE COURSES AND DISTANCES ARE SHOWN STATE OF WASHINGTON )�°� ' CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED �(%� ' )SSA CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE COUNTY OF 7�-_�.. -- ) PROVISIONS OF THE PLATTING REGULATIONS. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT PATRICIA A. WATERS IS/ARE THE PERSON(S) WHO APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED -- - .. --- -' -� J. ���� - � '=--- _ _— -- ---_ --_. ��� ��C+ �P�� WAyAN _ CHRISTOPHER SHANE BARNES, P.L.S. SIGNATURE OF f,� �� C� OF Siy�•,a CERTIFICATE NO. 35145 NOTARY PUBLIC _(�"'1 _-' NOTARY MEAD GILMAN & ASSOCIATES MY APPOINTMENT EXPIRES✓ / ZQ p P.O. BOX 289 WOODINVILLE, WA 98072 '�(0 PUBLIC�# PHONE: (425) 486-1252 9-15-2010 LEGAL DESCRIPTION �OF ��•. kXo PARCEL A: o�� *V5145s r STER. J� THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF S�ONA�, LAND S SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF A LINE RUNNING FROM A POINT 270 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION, TO A POINT EXPIRES:'��»�; 300 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SUBDIVISION; EXCEPT THE SOUTH 300 FEET OF THE WEST 180 FEET THEREOF; '�l1 AND EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 3076763; AND EXCEPT THAT PORTION SET FORTH IN JUDGEMENT ENTERED MARCH 19, 1992, UNDER KING COUNTY SUPERIOR RECORDING CERTIFICATE COU T CASE NO. 90-2-00038-9. PARCEL B' R --- PAR�EL A OF THE CITY OF RENTON, LOT LINE ADJUSTMENT NO. LUA-07-009-LLA, RECORDED JUNE 26, 2007, CONFORMED COPY UNDER RECORDING NO. 20070626900006, RECORDS OF KING COUNTY, WASHINGTON. j F OUNCIL THIS _ DAY OF ._M. AND RECORDED IN VOLUME--__- OF PARCEL 'C: P rn /�� VASHINGTON. THE !WEST 180 FEET OF THE NORTH 102 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE �0091�z7®�/16®T SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. # DI CITY OF RENTON PLAT 143.00 EXCEPT THE WEST 30 FEET FOR ROAD AS CONVEYED TO KING COUNTY UNDER RECORDING NO. 3076763. 10/27//2009F14:37 PARCEL D: _ THE SOUTH 165 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER MANAGER SUPERINTENDENT OF RECORDS OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; IN KING COUNTY, WASHINGTON. i EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY INSTRUMENT RECORDED UNDER RECORDING NO. 347794, IN KING COUNTY, WASHINGTON. i PARCEL E: THE NORTH ONE-THIRD OF THE FOLLOWING DESCRIBED PROPERTY: I THE WEST 180 FEET OF THE SOUTH 330 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE Mead Gilman SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON. Assoc, EXCEPT THE NORTH 30 FEET AND THE SOUTH 80 FEET THEREOF; �7►,7 AND EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING Professional Land Surveyors NO. 3076763, FOR 142ND.AVENUE SOUTHEAST. . PARCEL F: ® P.O. BOX _289, WOODINVILLE, WA 98072 PARCEL B OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-07-009-LLA, RECORDED JUNE 26, 2007, JOB NO. 09096 UNDER RECORDING NO. 20070626900006, RECORDS OF KING COUNTY, WASHINGTON: PHONE' (425) 486-1252 FAX: (425) 486-6108 SHEET 1 OF 7 VOL/PG LANGLEY MEADOWS NW 1 /4, SE 1 /4, SEC. 10, T. 23 N., R. 5 E. W.M. LUA-08-056-FP CITY OF RENTON, KING COUNTY, WASHINGTON LND-10-0452 OWNER'S DEDICATION CITY OF RENTON APPROVALS KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND CITY OF RENTON ADMINISTRATOR OF PUBLIC WORKS HEREBY PLATTED,HEREBY DECLARE THIS PLAT AND DEDICATE/CERTIFY, TO THE USE OF THE PUBLIC FOREVER ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND THE USE THEREOF FOR ALL PUBLIC HIGHWAY EXAMINED AND APPROVED THIS --- - DAY OF 20__. PURPOSES; ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS AND BLOCKS SHOWN ON THIS PLAT IN THE ORIGINAL REASONABLE GRADING OF THE STREETS AND AVENUES SHOWN HEREON, AND FURTHER DEDICATE/CERTIFY TO THE USE OF THE PUBLIC, ALL EASEMENTS SHOWN ON THIS PLAT FOR ALL _ ADMINISTRATOR PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO UTILITIES AND DRAINAGE, UNLESS SUCH EASEMENTS ARE SPECIFICALLY CERTIFIED ON THIS PLAT AS BEING DEDICATED/CERTIFIED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HEREBY DEDICATE/CERTIFY SUCH STREETS CITY OF RENTON MAYOR AND EASEMENTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. KNOW ALL PEOPLE BY THESE PRESENTS, THAT WE THE HEREIN BELOW SIGNED OWNERS .IN FEE SIMPLE OF THE EXAMINED AND APPROVED THIS _-- DAY OF—__ 20_—. LAND HEREBY SUBDIVIDED, HEREBY CERTIFY THAT WE HAVE ESTABLISHED "LANGLEY MEADOWS- HOMEOWNERS ASSOCIATION (HOA) IN ACCORDANCE WITH WASHINGTON STATE _ LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOA. SAID HOA IS SUBJECT TO THE DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE ------------------------------- PLAT OF "LANGLEY MEADOWS" AS DISCLOSED BY INSTRUMENT UNDER KING COUNTY RECORDING NUMBER MAYOR ----------------- IN WIT S WHEREOF WE HAVE SET OUR HANDS AND SEALS. CITY OF RENTON EXAMINED AND APPROVED THIS _ DAY OF_, . 20—_. FRONTIER BANK, A WASHINGTON CORPORATION THOMAS WATERS -r- CITY CLERK PATRICIA A. WATERS CITY OF RENTON FINANCE DIRECTORS CERTIFICATE DECLARATION OF COVENANT; I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPER HEREIN CONTAINED DEDICATED FOR THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM STREETS, ALLEYS OR OT EFj, PUBLIC USES ARE PAID IN FULL THIS �k_DAY OF Ct'i__________ 20Q,�. THIS SUBDIVISION, BY SIGNING HEREON COVENANTS AND HEREBY CONVEYS THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS LONG PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THE COVENANT SHALL RUN WITH THE LAND AS SHOWN ON THIS LONG PLAT. __�___ FIN DIRE OR ACKNOWLEDGEMENTS STATE OF WASHINGTON ) COUNTY APPROVALS )SS COUNTY OF _ lila ) \- j- KING COUNTY DEPARTMENT OF ASSESSMENTS I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ----------- SIGNED THIS INSTRUMENT, ON OATH STA_T�D:_ �AT HE IS AUTHORIZED TO EXECUTE THIS INSTRUMENT AND EXAMINED AND APPROVED THIS DAY OF 20___. ACKNOWLEDGED IT AS THE ____,[----_--- -- OF FRONTIER BANK TO BE THE FREE AND VOLUNTARY ACT SUCH PARTY FOR THE USES AND THE PURPOSES MENTIONED IN THE INSTRUMENT. KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR DATED 1------------------ K Q ACCOUNT NUMBERS: 1023059049 • OL Ttit� 10230591 10230591151 SIGNATURE OF `(j ��SS10A} NOTARY PUBLIC - - ---- �. tAcp 1023059179 - NOTARY 1023059222 MY APPOINTMENT EXPIRES_• _ ��_____ �- 1023059371 PUBLIC STATE OF WASHINGTON 1-5-2011 FINANCE DIVISION CERTIFICATE )SS COUNTY OF -- ). OP WA I HEREBY CERTIFY ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT THOMAS M. WATERS IS/ARE THE PERSON(S) WHO COLLF CTION ON ANY OF THE PROPERTY HEREIN CONTAINED DEDICATED AS STREETS, ALLEYS, OR FOR ANY OTHER APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT AND----- PUBLIC. USE, ARE PAID IN FULL. THIS _____.___ DAY OF —__---------- 20___.. ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. /� A J y MANAGER, KING COUNTY FINANCE DIVISION DEPUTY------------------ DATED _ ----------- i�SL0 �,�' ION EANN SIGNATURE OF_n.Aft NOTARY PUBLIC --- - - - f �C c' NOTARY MY APPOINTMENT EXPIRES ` 145 V-) PUBLIC LAND SURVEYOR'S CERTIFICATE N\ 9-15-2010 O2 I HEREBY CERTIFY THAT THIS PLAT OF LANGLEY MEADOWS, IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION y G'< OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. THAT THE COURSES AND DISTANCES ARE SHOWN STATE OF WASHINGTON )OF N CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED )SS WAS CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMPLETED AND THAT I HAVE FULLY COMPLIED WITH THE COUNTY OF _) PROVISIONS OF THE PLATTING REGULATIONS. I CERTIFY THAT I 'KNOW OR HAVE SATISFACTORY EVIDENCE THAT PATRICIA A WATERS IS/ARE THE PERSON(S) WHO APPEARED BEFORE ME, AND SAID PERSON(S) ACKNOWLEDGED THAT (HE/SHE) SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS/HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. Q�j DATED ------ 15l� O =L- �liG �5a10N FAA �'O ER ------------------------------ �� �QN***WAS**. .F CHRISTOPHER SHANE BARNES, P.L.S. _) * F* CERTIFICATE NO. 35145 SIGNATURE OF �' NOTARY�<<, y�iji*�P MEAD GILMAN & ASSOCIATES NOTARY PUBLIC ____ — _ --♦ *A,, P.O. BOX 289 WOODINVILLE, WA 98072 ��)) PUBLIC MY APPOINTMENT EXPIRES __—__• 'f5 Ctc s1 U*~ �:� PHONE (425) 486-1252 9-15-2010 Z* LEGAL DESCRIPTION Op 35145 PARCEL A: FS **FGI STERN:*;v�� THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF � ND c SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF A ALLA LINE RUNNING FROM A POINT 270 FEET SOUTH OF THE NORTHEAST CORNER OF SAID SUBDIVISION, TO A POINT EXPIRES:' h�\� 300 FEET SOUTH OF THE NORTHWEST CORNER OF SAID SUBDIVISION; EXCEPT THE SOUTH 300 FEET OF THE WEST 180 FEET THEREOF; AND EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD PURPOSES BY DEED RECORDED UNDER RECORDING NO. 3076763; AND EXCEPT THAT PORTION SET FORTH IN JUDGEMENT ENTERED MARCH 19, 1992, UNDER KING COUNTY SUPERIOR RECORDING CERTIFICATE COURT CASE NO. 90=2-00038-9. PARCEL B; RECORDING NO. ----------- PARCEL A OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-07-009-LLA, RECORDED JUNE 26, 2007, FILED FOR RECORD AT THE REQUEST OF THE CITY OF RENTON COUNCIL THIS _DAY OF UNDER RECORDING NO. 20070626900006, RECORDS OF KING COUNTY, WASHINGTON. ----- AT ___ MINUTES PAST �M. AND RECORDED IN VOLUME ------ OF PARCEL C: PLATS, PAGE(S) ------------, RECORDS OF KING COUNTY, WASHINGTON. THE WEST 180 FEET OF THE NORTH 102 FEET OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KINGi' COUNTY, WASHINGTON. DIVISION OF RECORDS AND ELECTIONS i EXCEPT THE WEST 30 FEET FOR ROAD AS CONVEYED TO KING COUNTY UNDER RECORDING ?NO. 3076763. PARCEL D: MANAGER`- --------- SUPERINTENDENT OF RECORDS THE SOUTH 165 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE�;SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON:' EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY INSTRUMENT RECORDED UNDER RECORDING NO. 347794, IN KING COUNTY, WASHINGTON. PARCEL E: THE NORTH ONE-THIRD OF THE FOLLOWING DESCRIBED PROPERTY: C 0 THE WEST 180 FEET OF THE SOUTH 330 FEET- OF THE SOUTHEAST .QUARTER OF THE NORTHWEST QUARTER OF THE Mead Gilman & ASSOC. r SOUTHEAST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY WASHINGTON. -0 EXCEPT THE NORTH 30 FEET AND THE SOUTH 80 FEET THEREOF; AND EXCEPT THE WEST 30 FEET CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING Professional Land Surveyors NO. 3076763, FOR 142ND AVENUE SOUTHEAST. PARCEL F: so,, . P.O. BOX 289, WOODINVILLE, WA .98072 PARCEL B OF THE CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-07-009-LLA, RECORDED JUNE 26, 2007, JQB NO09096 UNDER RECORDING NO. 20070626900006, RECORDS OF KING COUNTY, WASHINGTON.` PHONE: (425) 486-1252 FAX: (425) 486-6108 SHEET 1 OF 7 LOT # OFFSET TO CORNER 1 2 , ACTUAL FRONT SET 2 3 ACTUAL FRONT SET. 3 4 ACTUAL FRONT SET 5 6 4.69' 6 7 5.27' 7 8 5.29' 8 9 4.72' 9 10 4.68' 10 11 4-67' 1 1 12 4.70' 12 13 4.73' 13 14 4.75' 14 16 3.37' 16/17 3.36' 17 18 4.65' 18 19 4.73' 19 20 4.74' 20 21 4.71' 21 22 4.71' 22 23 4.71' 23 24 4.67' 24/25 4.69' LOT # OFFSET TO CORNER 25 26 4.71' 26 27 4.67' 27 28 4.69' 28 29 4.71' 29 30 4.68' 31 32 4.72' 32 33 4.73' 33 34 4.74' 34 35 4.75' 35 36 4.75' 36 37 4.73' 37 38 4.76' 38 39 4.69' 39/40 4.76' 40 41 4.73' 41 42 4.76' 42 43 4.73' 44 45 4.79' 45 46 4.76' 46 47 4.66' 47 48 4.76' LOT # OFFSET TO CORNER 48 49 4.73' 49 50 4.75' 50 51 4.87' 51 52 4.69' 52 53 4.72' 53 54 4.75' 54 55 4.73' 55 56 4.71' 57 58 4.76' 58 59 4.72' 59 60 4.76' 60 61 4,86' 61 62 4.73' 62/63 4.64' 63 64 4.75' 64 65 4.65' 65 66 4.79' 66 67 4.81' 67 68 5,26' 68 69 5.49' 69 70 4,79' VOL PG LUA-08-056-FP LND-10-0452 AMELIA SCHEWE ROAD (NOW 142ND AVE. S.E.) AS GRANTED BY DEED RECORDED :DECEMBER 7,. 1939 LISTED BELOW AND ARE HEREBY CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED UNDER RECORDING NUMBER 3076763. (NOT PLOTTABLE UNDEFINED WIDTH) - ACCORDING TO THE RESERVATIONS LISTED BELOW: 2. SUBJECT TO CONDITIONS, NOTES, EASEMENTS, PROVISIONS CONTAINED AND/OR DELINEATED ON THE FACE THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER THE PUBLIC DRAINAGE EASEMENTS SHOWN' HEREON OF THE SURVEY NO. '8805029004, RECORDED MAY 2, 1988, IN KING COUNTY WASHINGTON. (NOT TO REPAIR ANY DEFICIENCIES. OF THE DRAINAGE FACILITY IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT PLOTTABLE, SEE SURVEY) IN THE MAINTENANCE OF .THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER'S COST. 3. SUBJECT TO CONDITIONS, NOTES; EASEMENTS, PROVISIONSCONTAINED AND/OR DELINEATED ON THE FACE" 1. AN EASEMENT IS HEREBY GRANTED AND CONVEYED TO THE CITY OF RENTON, KING COUNTY WATER OF THE SURVEY RECORDED UNDER RECORDING ' NUMBER-9207069006, RECORDS " OF KING COUNTY, I DISTRICT #90, PUGET SOUND ENERGY, QWEST, COMCAST, THE OWNERS OF ALL LOTS WITHIN THIS PLAT WASHINGTON. (NOT PLOTTABLE, SEE SURVEY) AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THOSE EASEMENTS DESIGNATED AS "UTILITY EASEMENT", THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE 4. SUBJECT TO FACILITY CHARGES, IF ANY, INCLUDING BUT NOT LIMITED TO HOOK.. -UP, OR CONNECTION STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE CHARGESANDLATECOMER CHARGES FOR SEWER, 'WATER AND PUBLIC FACILITIES OF. CITY OF RENTON AS AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES DISCLOSED BY INSTRUMENT RECORDER UNDER RECORDING NUMBER 9606210966. AND OTHER EQUIPMENT FOR THE, PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY WITH ELECTRIC; TELEPHONE,. GAS, CABLE T.V. SERVICE, SEWER, WATER AND DRAINAGE TOGETHER WITH 5. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION LINES, AS RECORDED UNDER RECORDING NUMBER THE RIGHT TO ENTER UPON .THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. NO LINES OR 347794. (NOT PLOTTABLE, UNREADABLE) WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, f FIRE OR POLICE SIGNAL FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME 6. SUBJECT" TO AN EASEMENT FOR ELECTRIC TRANSMISSION LINES, AS RECORDED UNDER RECORDING NUMBER SHALL BE UNDERGROUND OR. IN CONDUIT ATTACHED TO A BUILDING. 2990202 (NOT PLOTTABLE, INSUFFICIENT 'DATA) 2. THE PUBLIC DRAINAGE EASEMENTS AS .SHOWN ON THE MAP SHEETS OF THIS PLAT ARE FOR THE 7. SUBJECT TO AN EASEMENT FOR INGRESS AND EGRESS FOR ROAD PURPOSES, AS RECORDED UNDER BENEFIT OF THE LANGLEY MEADOWS HOMEOWNERS ASSOCIATION. UNLESS SPECIFICALLY NOTED RECORDING NUMBER 5715752. (PLOTTED HEREON) OTHERWISE IN THESE EASEMENT PROVISIONS AND NOTES. THE LANGLEY MEADOWS HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE - FOR THE MAINTENANCE OF THE PRIVATE DRAINAGE FACILITIES 8. SUBJECT TO AN EASEMENT FOR ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM, AS RECORDED WITHIN SAID EASEMENTS. UNDER RECORDING NUMBER 8711230476. (PLOTTED HEREON) 3. ALL PUBLIC SEWER EASEMENTS AS SHOWN ON THE MAP SHEETS OF THIS PLAT OF LANGLEY MEADOWS ARE HEREBY CONVEYED AND GRANTED TO THE CITY OF RENTON FOR THE PURPOSE OF PROVIDING THIS 9. SUBJECT TO TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED iN RECORDED LOT LINE PLAT AND OTHER PROPERTIES WITH SEWER SERVICE. ALL SEWER FACILITIES WITHIN SAID EASEMENTS ADJUSTMENT (BOUNDARY LINE REVISIONS), AS RECORDED JUNE 26, 2007, UNDER RECORDING NUMBER SHALL BE OWNED AND MAINTAINED BY THE CITY OF RENTON. 20070626900006. (NOT PLOTTABLE, SEE LOT LINE ADJUSTMENT) 4. THE TEN FOOT PRIVATE DRAINAGE EASEMENT OVER, UNDER AND ACROSS LOTS 3, 4, 62 AND 63 AS 10. SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SHOWN HEREON, ,ARE FOR THE BENEFIT OF LOTS 1 THROUGH 4. LOTS 1 THROUGH 4 SHALL BE AMELIA SCHEWE ROAD (NOW 142ND AVE SE) AS GRANTED BY DEED RECORDED JANUARY 10, 1940 UNDER RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF RECORDING NUMBER 3081014. (NOT PLOTTABLE, UNDEFINED WIDTH) THE DRAINAGE SYSTEM USED IN COMMON WITH THE EXCEPTION THAT OWNERS OF ANY LOWER PARCEL SHALL NOT BE RESPONSIBLE FOR THE STORM LINE ABOVE THEIR. CONNECTION. NOTES 5. THE "TWENTY FOOT INGRESS, EGRESS, AND UTILITIES EASEMENT OVER, UNDER AND ACROSS LOT 15 AS SHOWN HEREON, IS FOR THE BENEFIT OF LOTS 15 AND 16. LOTS 15 AND 16 SHALL BE RESPONSIBLE FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THE FACILITIES LYING 1. THE ROAD AND STORM DRAINAGE SYSTEMS HAVE BEEN CONSTRUCTED ACCORDING TO THE APPROVED PLAN WITHIN SAID EASEMENT, AND PROFILE ON FILE WITH RENTON DEVELOPMENT SERVICES 'DIVISION AND ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY, CURRENTLY RENTON 6. THE PRIVATE WATER EASEMENT OVER, UNDER AND ACROSS LOTS 1 AND 2, ARE FOR THE BENEFIT OF DEVELOPMENT -SERVICES DIVISION. LOTS 2 AND 3.. LOTS 2 AND 3 SHALL BE RESPONSIBLE . FOR THE COST OF MAINTENANCE, REPAIRS OR RECONSTRUCTION OF THAT PORTION OF THE WATER SYSTEM WITHIN SAID EASEMENT. 2. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON 7. THE TEN FOOT LANDSCAPING EASEMENT OVER, UNDER AND ACROSS LOT 5 AND LOT 70 AS SHOWN THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS HEREONAS IS HEREBY GRANTED TO THE LANGLEY MEADOWS HOMEOWNERS ASSOCIATION. MAINTENANCE OF PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE THE VEGETATION LYING WITHIN SAID "EASEMENT SHALL BE THE RESPONSIBILITY OF THE LANGLEY DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING .INSPECTION APPROVAL. MEADOWS HOMEOWNERS ASSOCIATION. 3. NO LOT OR PORTION OF A LOT IN THIS PLAT SHALL BE DIVIDED AND SOLD OR RESOLD OR OWNERSHIP CHANGED OR TRANSFERRED WHEREBY THE OWNERSHIP OF ANY PORTION OF THIS PLAT SHALL BE LESS THAN THE AREA REQUIRED FOR THE USE DISTRICT IN WHICH LOCATED: 4, TRACT A IS A PRIVATE ACCESS TRACT FOR INGRESS, EGRESS, PRIVATE DRAINAGE AND UTILITIES FOR THE BENEFIT OF THE OWNERS OF LOTS 1 THROUGH 4, OWNERSHIP` OF LOTS 1 THROUGH 4 WITHIN THIS PLAT INCLUDES AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT A, AND AN EQUAL AND UNDIVIDED RESPONSIBILITY FOR THE MAINTENANCE OF SAID TRACT. ADDRESSING BLOCK CURB PLUG TABLE LOT HOUSE# ROAD NAME 1 5103 N.E. 6TH PL 2 5109 N.E. 6TH PL 3 5115 N.E. 6TH PL. 4 5108 N.E. 6TH PL. 4 652 HOQUTAM AVE. N.E. 5 5100 N.E. 7TH ST. 6 5106 N.E. 7TH ST. 7 5112 N.E. 7TH ST. 8 5118 N.E. 7TH ST. 9 5124 N.E. 7TH ST. 10 5202 N.E. 7TH ST. 11 5208 N.E. 7TH ST. 12 5214 N.E. 7TH ST. 13 5220 N.E. 7TH ST. 14 5226 N.E. 7TH ST. 15 696 ILWACO PL N.E. 16 694 ILWACO PL. N.E. 17 692 ILWACO PL. N.E. 18 688 ILWACO PL. N.E. 19 684 ILWACO PL. N.E. 20 678 ILWACO PL N.E. 21 672 ILWACO PL. N.E. 22 668 ILWACO PL. N.E. 23 660 ILWACO PL N.E. 24 654 ILWACO PL. N.E. 25 632 ILWACO PL N.E. 26 626 ILWACO PL N.E. 27 620 ILWACO PL. N.E. 28 614 ILWACO PL N.E. 29 608 ILWACO PL, N.E. 30 602 ILWACO PL N.E. 30 ' 5254 N.E. 6TH ST. 31 603 ILWACO PL. N.E. 31 5220 N.E. 6TH ST. 32 609 ILWACO PL. N.E. 33 615 ILWACO PL N.E. 34 621 ILWACO PL. N.E. 35 627 ILWACO PL. N.E. 36 633 ILWACO PL. N.E. LOT # HOUSE # ROAD NAME 37 655 ILWACO PL. N.E. 38 661 ILWACO PL. N.E. 39 667 ILWACO PL N.E. 40 673 ILWACO PL N.E. 41 679 ILWACO PL. N.E. 42 685 ILWACO PL N.E. 43 689 ILWACO PL. N.E. 43 5221 N.E. 7TH ST. 44 688 ILWACO AVE. N.E. 44 5209 N.E. 7TH ST. 45 682 ILWACO AVE. N.E. 46 676 ILWACO AVE. N.E. 47 670 ILWACO AVE. N.E. 48 664 ILWACO AVE. N.E. 49 658 ILWACO AVE. N.E. 50 652 ILWACO AVE. N.E. 51 630 ILWACO AVE. N.E. 52 624 ILWACO AVE. N.E. 53 618 ILWACO AVE. N.E. 54 612 ILWACO AVE. N.E. 55 606: ILWACO AVE. N.E. 56 ' 600 ILWACO AVE. N.E. 56 5206 N.E. 6TH ST. 57 601 ILWACO AVE. N.E. 57 5122 N.E. 6TH ST. 58 607 ILWACO AVE. N.E. 59 '613 ILWACO AVE. N.E. 60 619 ILWACO AVE. N.E. 61 625 ILWACO AVE. N.E. 62 631 ILWACO AVE. N.E. 63 653 ILWACO AVE. N.E. 64 659 ILWACO AVE. N.E. 65 675 ILWACO AVE. N.E. 66 681 ILWACO AVE. N.E. 67 687 ILWACO AVE. N.E. 67 5119 N.E.' 7TH ST. 68 5113 N.E. 7TH ST. 69 5107 N.E. 7TH ST. 70 5101 N.E. 7TH ST. VOL/PG LANGLEY MEADOWS. NW 1 /4, SE 1 /4, SEC. 101 T. 23 N., R. 5 E., W.M.LUG-08-056-FP LND-10-0452 CITY OF RENTON, KING COUNTY, WASHINGTON r- fi_WEST END- OF 6' BOARD_ FENCE IS ON PROPERTY I 4 I - LINE. PLAT OF WE'D GE WO OD LANE' EAST END OF No° BOARD I N88*20'18"W 631.98' VOL. 241, PGS. 29-39 OF BOUNDARY CORNER. ---- 2 3LI 30.01 ' 4 6 7 8 gLI 10 11 12 N. LINE OF THE SE1/4, NW1/4, SE1/4, SEC. 10-23-5 I � 6' BOARD FENCE ON PROPERTY LINE. gI 1 5 �) L N 5 6 7 8 10 11 12 13 14 o I �I rl�1 W I W N� 1 6 l 01 d N .4- w 1 3 8 N 8 350' 18" W/ V E 1/// J/. 264.52' WI �) cn C 181.02' (n, _ a N 1 7 FOUND 4"X4" CONC. MON W/ 1-1/2„ BRASS DISC AND z I PUNCH 0.34' S & 0.21' E (wl I N E9'48'54,, W,. 6 I I OF CALC'ED POS. (3/17/06) N, �L 43 - z ..I 1 g U-Y— I � 21' 21' 01 69 68 66 I 4 5I 42 70 65 W N 46 41 I, I 2 0 Ui I � � N 88'20735" W 170.06' Ui _ I� 21' 21' 00 ­7� o 4 i 40�'� 64 I I00 �P4 SEE SHEET 6 OF 7�W I' c I 4 I Q) 44 39 22 1 1 I o I 28,694 sq. ft. HOUSE F_ C o 10' OA #12220 0 z \L � �� TO REMAIN ---z \ I N 28.85' 63 �, 4 9 3 8 �I� z o w do- ( � 0') 2 � � I 'M ewN 88°20'35" W 110.70'� I rn I o N 88°20'35" W `� <� 38.33' 0 131.71 ' in - r� J o Ii 24 I, z 10' PRIVATE DRAINAGE 5> w _ —FOUND N " R C „TRIAD„ 0.32' -- - - ,� FOU D 1 2 /� / j�l I EASEMENT. SEE EASEMENT � 2 I w / / l V �TI ! PL. ( PROVISIONS/NOTE 4, SHEET 2. W S & 0.17' E OF CALC'ED POS. (PRIVATE ROAD) ao . i el`r' f (3/17/06) 1 2,� 51 i 36 �o �0 25 l FOUND 5/8" R/C "B.R.&H" 61 10 t z #6434 0.02' S & 0.15' E OF z ®I CALC'ED POS. (3/17/06) 1© "\1 52 35r1l 2 6 �- �I N 88°20'35" W 150.05' ®L P 60 Ld �WIRE FENCE ON� N !_ I PROPERTY LINE. I ILL, v 1 Li11 �I I� I 34 2 Z I U N 59 LU V pL 1 21' 21' w 54 I 33 28 w n 21' 21' a WIRE FENCE. WIRE FENCE 0.6' EAST 58 o I Nco OF _BOUNDARY LINE. o 1 55 I 32 Z 29 TED 5� I I - AT WIRE FENCE 0.5' NORTH 6 ( 3 1 N1D OF BOUNDARY LINE. 30 FOUND 1 /2" R/C „TRIAD" 180.06` `� 128.30' N 88*20'35" W •17' " 0.32' S, & 0.17..E OF 2.08 CALC'ED POS. (3/17/06) LINE NE 1 /4, SW 1 4, SE 1 4 S _ _ � _ / / EC. 10 23 5 N 88 20 35 W 331.36' 4 C5 �' L 150.05'_ _NE _67-H S%"._ -- T FOUND 5/8" R/C "B.R.&H." FOUND 4"X4" CONC. MON W/ 1-3/4 C'6, S 1/4 COR SEC 10-23 �5E: N NPLATTED #6434 0.43' S & 0.30' E BRASS DISC W/: PUNCH, STAMPED "LS N. LINE PER FOUND 3" BRASS SURFACE r) OF CALC'ED POS. (3/17/0,6 I #37555 IN A CASE 0.11' S & 0.19' S.C.C. N0. MONUMENT W/ PUNCH FOUND 1-1/2 BRASS N 00.10'59" E E OF CALC'ED POS. (3/17/06) 4 90-2-0038-9 STAMPED 10/15. (3/27/06) SURFACE MONUMENT W/ 2.49' -22 HONEY 2111 PROPOSED 3 SE COR - SEC 12-23-5E' 10 PUNCH. (3/27/06) BROKE DIV. 3 FOUND 1-1/2'' BRASS SURFACE 660.64' BLESSING SHORT MON, W/ PUNCH. CITY OF RENTON 151 — — I — — _ 660.64" _ _ VOL. 227, PG. 36 PLAT CONTROL POINT 1852. (3/27i/06)12 11 (BASIS OF BEARINGS) N 88'21'09" W 2642.56' — - — — — — — 1321.28' 60 0 60 120 180 15 14 EQUIPMENT & PROCEDURES 16W,- CpRi ,, (' , `,N B_ 88 , 9, ' Scale 1 6 O `OFOF R AS sy *F A 5" ELECTRONIC TOTAL STATION WAS USED w�- N 2623 83 MERIDIAN PLAT OF MORGAN PLACE AS RECOR ED IN VOLUME 205, PAGE 70 UNDER RECORDING NUMBER 20060522900007. LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/351,45/3681 ill 19. SET 4" x 4 CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH X' STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) O 10' UTILTY EASEMENT. SEE EASEMENT PROVISIONS, SHEET 2. S.A.T. SENSITIVE AREA TRACT LINE TABLE LINE LENGTH BEARING L1 23.05 N 88'20'35" W L7 25.01 N 57'00'27" W .,y FOR THIS FIELD TRAVERSE SURVEY. ACCURACY CITY OF RENTON CONTROL MEETS OR EXCEEDS W.A.C. 332-130-100. MONUMENT 1851. .NOT VISITED.: . o QQTT A 35145 Of•J�� Mead Gilman S► viLe Fss�.FG l S T ER�rt J� s 0 0NAL IAN� 1 EXPIRES: .5�,1111 Professional Land Surveyors ��'���-��� ♦ P.O. BOX 289, WOODINVILLE, WA 98072 JOB NO. 09096 PHONE: (425) 486-1252 FAX: (425) 486-6108 SHEET 3 OF 7 �.,,. I .1 � .,! .. .... ... a.. _� .. .,.. �...r �,......:_. ,_, ..,,.. .. .. .,, ,. �.., .. .......-...®,. _.-... •... . ... 3 r.. ,. .l., 2.. . d ...,,� .. f ;. iJR.n, 7,. .C� iaft...4, CURVE TABLE CURVE LENGTH RADIUS DELTA C2 5.71 50.00 6°32'42" C3 5.68 50.00 6'30'33" C4 17.41 50.00 19' 56' 54" C5 17.41 50.00 19'56'54" C6 61.83 40.00 88'33'501 C7 48.84 100.00 27'59'02" C8 25.71 50.00 29'27'38" ■ VOL/PG LANGLEY MEADOWS NW 1 /4, SE 1 /4, SEC.. 10, T. 23 N.) R. 5 E., W.M. LUA-0 CITY OF RENTON, KING COUNTY, WASHINGTON LND PLAT OF WE'D GE WO OD LANE I ; VOL. 241, PGS. 29-39 30.01' 2 3 N88'2o 1 BOW 5 6 7 8 60.02' 50.02' 50.02' 50.02' 631.98' 50.02' 50.02' I I I I I I w w I I w 8-� 9 �- 10 0 11 _ -� I 12 % o ' 4,771 sq.ft. f o0 4,501 sq. ft. 0 4,501 sq. ft o o°' 0) �� I rnN )I Z o ozo z 6 ,sq.ft. N 8,801 sq.ft. kn7,194 sq.ft. `o io p� p II O I I N O z I Iz ---I- 10, F�OA C12 L4 50.02' 50.02' 6� 10' NE N 1� T=13.15 7 / TH S / . �. N 88'20' 18" W %264.52' 83.50' P,181.02' wl \ i o Icj O� G11 38.67' i�-------T- o 35.00' 6.62' � I 1, 96.62' 67 44 / 30.00' - N 89'48'54" W T T 24 92 �1 I I I u -rn 6,588 sq.ft. f o I Ld G11P / 35.00 6.62' j / I I V) N 88'20'35" W I I----------- — ILLI / — 1 10.04' I - — —1— w I -- 66 !d 68 `n 5,501 sq. ft. to o 21' 10 O co -rn N 6,463 sq.ft. 6Q (6w COo 5,494 sq.ft. o w 70 0 z N 88'20'35" W r----------------I- 0 6,236 sq.ft. z o 110.04' it aCD r o o �; z o N N 65 I o �� ► 46 oI > I 5,500 sq. ft. Ln ` i Cz �I� I I 60.02' 50.02' � o I p 50:02' N 88'20'35» W 1 10.04' z r — — — — - — — — — — \ bi � N 88'20'35 W 170.06' 100.03' o — — — — — — o ( Q w z w cn w w owl00 z CD w vo �' I 4 I� Q 00 64 QZ Co w o `° 6,803. sq.ft. -----I-- I I N 88'20'35" 'JJ 100.03' I 48 � I I 4 I SEE SHEET 6 _ I 63 I I- 30 0 30 60 90 i �oeoFRWASy M Scale 1 30�• LEGEND 0 SET 1 /2 X 24" REBAR WITH 1 3/4 PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" o * LINE TABLE 35145 SET 4' x 4" CONCRETE MONUMENT WITH .1 5/8" BRASS DISC �Fss�p �LSTA�o��`�� WITH ' STAMPED "35145" IN STANDARD KING COUNTY L CASE. (UNLESS OTHERWISE NOTED) EXPIRES: 111 �I O UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, SHEET 2. MEASUREMENT IS MON. TO MON. SOUTH TO THE INTX OF OB 142ND AVE. S.E. & N.E. 4TH ST. EQUIPMENT & PROCEDURES A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-100. NOTE: ALL FRONT CORNERS ARE MARKED WITH A LEAD AND TACK WITH LS WASHER "35145", AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO CURB PLUG TABLE ON SHEET 2 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LINE LENGTH BEARING L4 1.93 N 8T33'29" W L5 7.54 N 6T52'22" E CURVE TABLE- LENGTH RADIUS DELTA 48.84 100.00 2T59'02" r 25.71 50.00 29'27'38" 38.58 79.00 2T59'02" 27:65 71.00 22'18'45" 14.91 29:00 29'27'38" C 1 1 A 44.37 121:00 21'00'29" C12 36.51 71 AO 29'27'38" C13 38.63 25.00 88'31'24" C23 39.27 25.00 90"00'00" C24 39.27 25:00 90'00'00" C31 14.73 121.00 6'58'33" JOB N0. 09096 SHEET 4 OF 7 _.._.cFt-..airb.a..-. a,r e:,�.su _„�s�... ,�.:.�r.-:_. �.,.1....-..,.�.5_��t_-..s_!#$.$4.7-_ua � ,.. `e kr, �•E ��.i'�i�. f. 6 50.02' 121.81' w W �� 15 9 co 1 O - oo !� w `� 6,119 sq. ft. o� 11 � �2 � 1 4,501 s ft. o o n I 1 T o q' z 4,501 sq. ft. - o0 4,501 sq. ft. 0 4,615 s l ft. o o q- O o o 0)N 89'46'45" W z 10' PUBLIC WATER z z w 121.74' EASEMENT. - 20' ACCESS AND UTILITIES EASEMENT. SEE NOTE 5, SHEET 2. -- �_—--_-}-- 1Cz — — — — — — - L — — — — — — 50.02' I `� z I 6,180 sq. ft. 50�n .02' 50.02' 12.50' C26 n I % T. 10' ti ' v E 7/ H S! c\ N 89'46'45" W N 88'20' 18" W 264.52' N 2� — 275.05' (MON TO MON) ,5 101.70' 83.50' — -- � 181.02' — 0 52.22' o \ 6 49.59' c, . o 68.22' W 1Lf 5.59 \ 4,950 sq. ft. I ( N 89`46'45" W jl 4 4 1 I 90.49' 5,544 sq. ft. I I 67 rn I I 5,515 sq. ft. d: � a 32' PUBLIC. DRAINAGE N I � 1 oo FOUND 4"X4" CONC. MON W/ EASEMENT. '`� I '-n 1.-1/2" BRASS DISC AND N 88'20'35 W 4,501 sq. ft. PUNCH 0.34' S & 0.21' E nr (-Alr rf) Pnc /z /1-7 /rill I I I i\i 89'46'45" `IV 90.00, n✓L 6 I 21' 21 ' 0 4 .� -- - - - I o [� 4,692 sq. ft. ( I � _0_o co 4,692 sq. ft. I I? I o �j � ^ 1 IN 88'20'354,500 sq. ft. I' y ., W � r 93.84' I� 93.84' I rn p I I �co I N 89'46'45" W W (n i o I I N III 101 O I 10' II4 90.00' 65 z 4 41 I0 W 4,691 sq. ft. `� �c�yD W 4,691 sq. ft. o 21 o o n 0 2Q ^ ['y � f I • 4,500 sq. ft. — -- -- O M I N 88'20'35" W w 0 93.82' I �TI z I 93.82' O w ( N Lo 89'46'45" W N I o 90.00' U O I N O o f 47 N o N Z ` 4,690 s ft: o `n 4 O I - - � ��' q z 4,690 sq. ft. o o cV 4 I J' I I I00 4 5� 1. ft. oLo O I q 93.81' N 88'20'35' W � ' I 93.81 ' I I N 89'46'45" W 90.00' N - ► 48 I 0 Q 0 —� w 4,690 sq. ft. `n 3 tiJ o �� -0I o it) 4,689 sq. ft. O 22 0 6. 4,500 sq. ft. Ln _I N 88'20'35" W 5 PUBLIC DRAINAGE p 6 I 93.79' 93.79' I_ l jEASEMENT. Z I -Flo,, I �[ N/89'46'45 W — 4 .JQ I 5 EASEMENT. PUBLIC DRAINAGE I I _ 90.00' R 10, , V I 10' 30 0 30 60 90 SEE SHEET 6 2 Lim Scale 1 " _ 30� LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN &ASSOCIATES 32434 35145 36811" QNER SHq/V ® SET 4" x 4" 'CONCRETE MONUMENT WITH 1 5/8" BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) OA PRIVATE ACCESS AND UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, SHEET 2. S.A.T. SENSITIVE AREA TRACT LINE TABLE LINE LENGTH I BEARING L2 16.62 IN 45'43'10" E L3 112.14 IN 45' 43' 10" E CURVE TABLE CURVE LENGTH RADIUS DELTA C14 39.91 25.00 91'28'36" C15 44.82 29.00 88'33'33" C26 34.32 71.00 27'41'51" G27 20.27 71.00 16-21'40" C28 46.85 71.00 37'48'35" C29 8.29 71.00 6'41'27" NOTE: EQUIPMENT & PROCEDURES ALL FRONT CORNERS ARE MARKED WITH A LEAD AND TACK WITH LS A 5" ELECTRONIC TOTAL STATION WAS USED WASHER "35145", AT THE PROPERTY LINE EXTENDED TO THE TOP OF ACCURACY U ACC FIELD TRAVERSE SURVEY. R FOR THIS CURB. REFER TO CURB PLUG TABLE ON SHEET 2 FOR DISTANCES MEETS IS EXCEEDS W.A.C. 332EY. ACC FROM CURB PLUG TO FRONT PROPERTY CORNER. * * fi 14 LS L ANC SJ�� EXPIRES: JOB NO. 09096 SHEET 5 OF 7 SEE SHEET 4 N 88.20'35" w 100.03' SEE SHEET 5 j _ 243 I C 48 4 in o . L Iz , 1 NI I i Z -------------- EXISTING to � l: - — — —I_ HOUSE Im o I w 63 � w - 11,003. sq.ft. NE .. , 49 o Z IU o W �I� 0� u- o� I - z ---- 24.8' x Z , I 15' PRIVATE DRAINAGE EASEMENT, I_ 21' 21' I _ — — — — — — — — — — — — — — I • AND PUBLIC SEWER EASEMENT. 0 EXISTING N 88'20'35" W 110.70' SHEET SEE NOTES 3 & 4, EET 2. GARAGE TRACT A _ Zfl Zz 1 r I I i I e E OF CALC"ED POS. (3/ 17/06) Scale 1 = 30' 1 7 LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/3681 1 " ® SET 4 x 4" CONCRETE MONUMENT WITH 1 5/8 BRASS DISC WITH "X" STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) OA PRIVATE ACCESS AND UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, SHEET 2. NOTE: ALL FRONT CORNERS ARE MARKED WITH A LEAD AND TACK WITH LS WASHER "35145", AT THE PROPERTY LINE EXTENDED TO THE TOP OF CURB. REFER TO CURB PLUG TABLE ON SHEET .2 FOR DISTANCES FROM CURB PLUG TO FRONT PROPERTY CORNER. LINE TABLE LINE LENGTH BEARING L6 25.00 N 60' 19'41 " E L7 25.01 N 57'00'27" W L8 1.73 N 00*11'06" E L10 19.47 N 06'43'48" E L12 123.88 N 24'56'40" E CURVE TABLE CURVE LENGTH RADIUS IDELTA C2 5.71 50.00 6'32'42" C3 5.68 50.00 6'30'33" C20 8.07 71.00 6'30'33" C22 3.31 29.00 6'32'42" C25 39.90 25.00 91'26'10" PNER sHgN EQUIPMENT & PROCEDURES .==••. F c0.�•o WF sy�y�9� A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS- W.A.C. v�� �r;•n 332-130-100 %ft hil01 - JOB NO. 09096 SHEET 6 OF 7 47 q N W 1 /41 SE 1 /41 SEC• 10 T. 23 N., R. 5 E, W. M. LUA-°08-056-FP CITY OF RENTON, DING COUNT`, W, SHINGTON LND-10-0452 SEE SHEET 5 � 48 I , � 22 I -i I PUBLIC DRAINAGE ~ N 88°20'35" W ' ll r ✓ 93.79' 93.79' 1 EASEMENT. - _ _ N 89'46'45" W 5' 10 PUBLIC DRAINAGE I (0 0 I I EASEMENT. - 90.00' I� o I �J cv I 10' PUBLIC DRAINAGE icy 6 I 0 0 8 o I 10' EASEMENT. n o r^ o 4,689 sq. ft. o o Q "7 0 4,689 sq. ft. ' 0 I L0 ^ wv I I Z I 23 1,111 21' 21' t-) 4,500 sq. ft. o - N 88'20'35" W L14 n co 00 93.78' I o l � _ I 93:78' N 89'46'45" W z 21 `� !� I w( 0� 221' 90.00' �' 00 IOd- �Nz cq - - - - - - - O��37 � O Q00 4,619 sq. ft. f 4,766 sq: t. 32' PUBLIC DRAINAGE 24 �oN 4,500 sq. ft. tl '' N 88'20'35" W EASEMENT. I 10' -� OA FOUND 1 /2" R/C "TRIAD" 62 92.09' I �CA C'ED POS. (3 1 06 N 89'47'42" W I I 96.90' / / ' 16.27' w N 89'47'42I N 89'46'45" W ' " W 90.00' o 3.73' ---- w I 51 F �� i o' 3 •I 0 w 4,668 sq. ft. o 4 923 s ft. ^ o 0 z I I 0 25 In c0 0 • � 4,500 sq. ft. 1 � 0� I I N 8820'35" W I 6 I z 94.66' I 100.03' J 1-52' PUBLIC DRAINAGE - I N 89'46'45" W w EASEMENT: I 90.00' l M,N Q -, 52 35 - - - - - - - - -1 4,874 sq. ft. 00 I 5,001 sq. ft. ) Li o I o z Q� U I 26 Lo C 19 I��- 4,499 sq. ft. 0 L11 N 88'20'35" Woq (r� c o CO I ( 100.03' I 100.03' \ o 60 , Z LtJ I I i N 89'46'45" W r 90.00' I I 53 O I o W W I 5,001 sq, ft. `n 3 a 21' 21' I ( 5,001 sq ft. o / o to ---- --I I 0 - I o N R-8-20'35" I W 4,499 sq. ft. - - --- - O 100.03' 100.03' C) �• I ( I I N 89'46'45" W z 59 , I 90.00' I oo �I v� 5001 sq.. ft. � 33 I 'N oI oN 5,001 sq. ft. I 0 ------ N o ( 28 Lo 4,499 sq. ft. `n I N (88'20'35" W 21'. I 21' 100.03' I 100.03' ( � w O 10, w i w w N 89'46'45" W 8 I ,n w ifa I:r- T1 n l 90.00' 10co O 1055�I CI o 5,001 sq. ft. Q N ocv 3 o� O o 0 z ------ - -- 2 - I � r o 1 4,499 sq. ft. I . N 88'20'35" W 100.03 ^ 100.03' " 'W '4645 ( \ I � I ----f �►- 52' PUBLIC DRAINAGE N 89 I m EASEMENT. I 90.00' o 5CrD M � 8' PUBLIC STORM -I 5 `� 1 d DRAINAGE EASEMENT 0 _I 5,878 sq. ft. J 5,863 sq. ft. 1� N 30 5,272 sq. ft. 75.65' 74.40' \ 49.64' - 48.39' - ��� FOUND 1/2„ R/C -TRIAD" co 65.65' 0.32' S & 0.17' E OF 35.75' N 88'20'35" W _ 242.08' N 39.17'42" W 331.27> 116 CALC'ED POS. (3/17/06) N88'20.35 W - -- ------ e4 c5 150.05' 331.36' - -- - - -- FOUND 5/8" R/C "B.R.&H" N / 1 / S �• `� ,1 V. LINE PER S.C.C. ]'IV.90-2-0038-9 L1 #6434 0.43' S & 0.30' E l l OF CALC'ED POS. (3/17/06)T___S FOUND 4"X4" CONC. MON W/ 1-3/4" BRASS DISC 1 c� W/ PUNCH, STAMPED "LS #37555" IN A CASE 0.11' s N 00'10'59" E 2.49' ( & 0.19' E OF CALC'ED POS. (3/17/06) \ i 30 0 30 60 90 LINE TABLE Scale 1" 30' LEGEND • SET 1 /2" X 24" REBAR WITH 1 3/4" PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 32434/35145/36811" ® SET 4" x 4" CONCRETE ,MONUMENT WITH 1 5/8" BRASS DISC WITH "X STAMPED "35145" IN STANDARD KING COUNTY CASE. (UNLESS OTHERWISE NOTED) O PRIVATE ACCESS AND UTILTIES EASEMENT. SEE EASEMENT PROVISIONS, SHEET 2. S.A.T. SENSITIVE AREA TRACT EQUIPMENT & PROCEDURES - A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-100. LINE LENGTH BEARING L1 23,05 N 88'20'35" W L9 8.89 N 06'43'48" E L11 1.16 N 00'13'15"E L13 9.00 N 33'31'41" W L14 10.00 IN 89'46'45" W CURVE TABLE CURVE LENGTH RADIUS IDELTA C2 5.71 50.00 6'32'42" C3 5.68 50.00 .6'30'33" C4 17.41 50.00 19'56'54" C5 17.41 50.00 19' 56'54" C6 61.83 40.00 88'33'50" C16 39.90 25.00 91'26.10" C17 38.64 25.00 88'33'50" C18 38.64 25.00 88'33'50" C19 3.29 29.00 6'30'33" C21 8.11 71.00 6'32'42" 5' WIb11d LANP5CAP� 5TP,1P W1T H CROUNP COM,. APJU51 AMOUNT" LOCATION Of GpOUNP COM, T"0 PP,OPO5�P PPIVMAY5, 5�� CIVIL FOE nP&MAY5 VP,�� P�AN 5CA�� P I - 40' -0" /VV Vl VV/ V�VIVV / I1�VV l /v. r v V. u iiV ✓ . LA-02 FOE MOF� INFOFMAT ION LA-02 FOP, MOF? INFOEMAT'ION 6POUNP COM, TO PPOP05Fn PEKWAY5, 5�� CIVIL 5ff FOP PEWWAY5 WPM IAll VIXI11 A K IY1C/ Ah5 c11?IF him GpOUNb r ANn LOCATION OF P05Rn X\KWAY5, :WAYS 0 40 80 160 SEE ABOVE FOR ADDITIONAL SCALED DRAWINGS m � � E o U v c E E C N Cn Z -0 in o o CD 0 CD 0 :� Of v L>I_I W ;t- N ' U _ a� C) y N > a N N N d C r- r- n 00 w C) 0 0 0 a r I ro I o N t� CO bey Ts ,a I r NZ a t( -� ♦ i Y >. w . y, �. _. 1 ` T STATE OF WASHINGTO YCISE D LAND H CT JEFF M. VAR EY CERTIFICATE No. 774 lJ / 3: Q LLJ �u Q. U W z 0 Q JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 5-10-07 SCALE: AS SHOWN JURISDICTION: CITY OF RENTON LA 01 SHEET 1 OF 2 �N�AP,,6�P 57,,��f FP,,,ONTA6� LANP5CAP� P�AN 5ckl� III - 201-01 I P A f 5CH PUL� I30iANICA, NAME COMMON NAME Q1"Y 1PIT �5 %grax japonica Japanese 5nowbell I4 Petula jacquemonti Jacquemontii Pirch l 5 Fraous oKgcarpa ' Pagwood Ash l 48 Cercidiphq um japonlcum K 5ura 24 Cornus sp, f in0owerinq bogwood 25 74 TOTAL 1,05 X 2LOT MINIMUM - 148I?�QUIP,�P 226PI?OV bib 5W 05 ANP GPOUNP COM\ {� �� PRUNE DISEASED AND 5 z� PW V-KS. BROKEN BRANCHES 0 PLANT 1 " HIGHER THAN REMOVE TOP 1 /3 OF BURLAP IN NURSERY 2" SETTLED DEPTH OF I ,5' I Cal Full and Matching FINISH GRADE SPECIFIED MULCH 1 ' 5 Cal Full and Matching � � { 1, 5 Cal Full and Matching 1,5' I Cal dull and Matching 6" �� > * js, r j SPECIFIED AMENDED BACKFILL COMPACT AND WATER THOROUGHLY 1 511 Cal dull and Matching FIRM NATIVE SOIL MOUND �� Cistus hl�bridu� I?ockro5o �2 2 gallon Full and Matching Arctostaph�{Ilos uva-ur5i Kinnikinnik 600 qal Full and Matching / Plant �0' I o,C, LANP5CAPF NOTF5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. CULTIVATE, INTO TOP 6" OF SOIL. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO ANLA STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. TREES LOCATED ON THE PROPOSED LOTS WILL BE IRRIGATED BY FUTURE HOMEOWNERS. LANDSCAPE STRIP PLANT MATERIAL IS CONSIDERED 100% DROUGHT TOLERANT AND SHALL BE PROVIDED TEMPORARY IRRIGATION FOR THE FIRST TWO (2) YEARS. 12. HOME BUILDER SHALL BE RESPONSIBLE FOR INSTALLING PROPOSED LOT TREES UPON COMPLETION OF THE PROPOSED HOMES. STREETSCAPE PLANT MATERIAL SHALL BE INSTALLED BY DEVELOPER. 5HP\W �'I.GJ�IfING AHP 5T9N6 PFfAL STAPLE PLASTIC MESH, ZIP -TIE OR APPROVED SIMILAR TO ATTACH POSTS TO TREE DETAIL 1 2" MAX PRUNE DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S) PLASTIC MESH OR ZIP -TIE. INSTALL "TREE BOOT" OR SEE DETAIL ABOVE _ "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP w 1 /3 OF BURLAP. PLANT TREE 1 "-2" HIGHER N a THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH a WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT BARRIER WHEN TREES ARE �' �� `< ROOT BARRIER WHEN TREES ARE ADJACENT TO SIDEWALKS AND ROA6 ` ADJACENT TO SIDEWALKS AND ROADS SPECIFIED PLANTING SOIL ". SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND6" DEEP, FIRM, NATIVE SOIL MOUND 12 MIN. FOR WOOD STAKES & 18" FOR REBAR 2x ROOTBALL WIDTH _�_�—IN HEAVY SOILS, AUGER 8"x6' DEEP HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. T\�� PLANTING ANP STAKING P��&_ NOT TO SCALE DO NOT PIERCE ROOTBALL WITH TREE STAKES, TYPICAL. Nol\TH 0 20 40 80 SEE ABOVE FOR ADDITIONAL SCALED DRAWINGS