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CITY OF RENTON, LEGAL DESCRIPTION: THAT PORTION OF THE WEST 470 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, LYING EASTERLY OF THE CENTER LINE OF THE RELOCATED SKAGIT-DIABLO-SEATTLE TRANSMISSION LINE RIGHT- OF-WAY; EXCEPT THE SOUTH 470 FEET THEREOF; AND EXCEPT THAT PORTION THEREOF LYING NORTHERLY OF THE SOUTHERLY LINE OF PRIMARY STATE HIGHWAY NO. 2; AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 7112210128 SITUATE IN THE CITY OF RENTON, COUNTY OF KING. STATE OF WASHINGTON KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNERS IN FEE SIMPLE OF THE LAND 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 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 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 AND EASEMENTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. for SINCLAIR THIMGAN HOMES, INC A WASHINGTON CORPORATION ACKNOWLEDGEMENTS STATE OF X_' COUNTY OF _ PACIFIC N THWEST BANK 1 I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ��4,_�&), OAQ -- — __ SIGNED THIS INSTRUMENT, ON OATH STATED T AT (HE/SHE) WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE �11 tdl_L:t ------------- —---- --------------- --------- OF ____SINCWR THWAN HOMES INC---------- TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. `�\Gt�•••.elk .1i /,c DATED oZ- a -LA -D3 0J Tq \� oFfiti : SIGNATURE OF NO,4 �� y �`• '� NOTARY PUBLIC �cn �: pie t t c � PRINTED NAME} l CjjKJjLL_1 _f"LE _ :� '•• 03-22-� �.• � : TITLE----------- 0c �It igst {�N �% MY APPOINTMENT XPIRES _� -_D�� - - ------------- STATE OF WASHIN TC� ON COUNTY OF 41 T. 23 N.) R. 5 E., W.M. KING; COUNTY, WASHINGTON CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT EXAMINED AND APPROVED THIS -- DAY OF _-----, 20—_ ADMINISTRATOR OF THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT CITY OF RENTON MAYOR, EXAMINED AND APPROVED THIS -- DAY OF ---------- 20---• MAYOR ATTEST:_ CITY CLERK I HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC U ES ARE PAID IN FULL _ THIS DAY 0�F �20Q5. FINANCE DIRECTO COUNTY APPROVALS KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _`L3_ DAY OF KING COUNTY ASSESSOR DEPUTY KING COUNTY ASSESSOR 0423059123 ----------------------------- ACCOUNT NO. NO. I HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE, ARE PAID IN FULL. THIS --_ DAY OF ---------- 20---• MANAGER, KING COUNTY FINANCE DIVISION DEPUTY I CHRISTOPHER SHANE BARNES HEREBY CERTIFY THAT THIS PLAT OF WOODBRIER IS BASED UPON AN ACTUAL SURVEY AND SUBDIVISION OF SECTION 4 TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., THAT THE COURSES AND DISTANCES ARE SHOWN CORRECTLY THEREON; THAT THE MONUMENTS WILL BE SET AND THE LOT AND BLOCK CORNERS WILL BE STAKED CORRECTLY ON THE GROUND AS CONSTRUCTION IS COMP— LETED AND THAT I HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING REGULATIONS. ... Nq ���•�E S.N.•�y� CERTIFICATE SHANE NO, BARNES, P.L.S. NO, 35145 MEAD GILMAN & ASSOCIATES I Q o.N P.O. BOX 289 .. z; WOODINVILLE, WASHINGTON 98072 PHONE: (425) 486-1252 ••,p 35145 Fss F� S T /RIVAL LAND S EXPIRES: 5/19/O,3 RECORDING CERTIFICATE FILFn cnp orrrnon AT T, - , 11 -- CONFORMED COPY TES PAST /� 1L` MA PAGE 001 OF 005 _ — CITY OF RENTON PLAT 89.00 _ I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT ___ TRME--_ _—__-- 05/28/2003 13:28 RDS _—____—_ SIGNED THIS INSTRUMENT, ON OATH STATED KING COUNTY, WA THAT (HE/$ < WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE -----------yid-Si- --- ------------------------ OF __ PACIFIC_ NORTHWEST BANK ---------------------------______—__, TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. NOTARY PUBLIC STATE OF WASHINGTON JUANITA M. TERWILLIGER My Appointment Expires MAY 10, 2006 DATED — SIGNATURE OF --� NOTARY PUBLIC PRINTED NAME TITLE — — — — — — — — A6�>_j�y Z4----------- MY APPOINTMENT EXPIRES ___:V1v7/n_________ JOB NO. 02099 SHEET 1 OF 5 FP 09-193 WOODBRIER SE1/4, SE1/4, SEC. CITY OF RENTON, 4. SUBJECT TO A NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE -DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. RECORDING NUMBER 8612031455. 6. SUBJECT TO AN EASEMENT TO THE DEFENSE PLANT CORPORATION FOR TRANSMISSION LINES AND OTHER APPURTENANCES, TOGETHER WITH INGRESS AND EGRESS AS RECORDED UNDER RECORDING NUMBER 3350591. SAID EASEMENT HAS BEEN ASSIGNED TO THE CITY OF SEATTLE AS RECORDED UNDER RECORDING NO. 3664560. 7. SUBJECT TO AN EASEMENT TO OLYMPIC PIPE LINE COMPANY FOR A PETROLEUM PIPELINE AS RECORDED UNDER RECORDING NUMBER 5723008. 8. SUBJECT TO AN EASEMENT TO OLYMPIC PIPE LINE COMPANY FOR A PETROLEUM PIPELINE AS RECORDED UNDER RECORDING NUMBER 7301150405. 9, SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING: INGRESS, EGRESS, ENCROACHMENT OF DRIVEWAY, AS RECORDED UNDER RECORDING NUMBER 20020103002362. 10. SUBJECT TO AN AGREEMENT AND THE TERMS AND CONDITIONS THEREOF REGARDING: USE OF THE CITY OF SEATTLE TRANSMISSION LINE EASEMENT RIGHT OF WAY AS RECORDED UNDER RECORDING NUMBER 20020731000933 11. SUBJECT TO COVENANTS AND CONDITIONS IMPOSED BY INSTRUMENT RECORDED ON DEC. 21, 1971 AS RECORDED UNDER RECORDING NUMBER 7112210128 MENT PROVISIONS & COVENAN AN EASEMENT IS HEREBY GRANTED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST, A.T&T BROADBAND, THE OWNERS OF ALL LOTS WITHIN THIS PLAT AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER, OVER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTAGE OF ALL LOTS AND TRACTS IN WHICH TO INSTALL, LAY CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND CONDUITS, CABLE, PIPELINE, AND WIRES WITH THE NECESSARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVICE TO THIS SUBDIVISION AND OTHER PROPERTY TOGETHER WITH THE RIGHT TO ENTER UPON THE EASEMENTS AT ALL TIMES FOR THE PURPOSES STATED. THE DRAINAGE FACILITIES LOCATED WITHIN THE PRIVATE EASEMENTS SHOWN ON THIS PLAT SHALL BE OWNED, OPERATED, AND MAINTAINED BY THE HOMEOWNER'S ASSOCIATION CREATED FOR THIS PLAT. THE HOMEOWNER'S ASSOCIATION SHALL BE ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATE LAW. THE CITY OF RENTON SHALL HAVE THE RIGHT TO ENTER SAID PRIVATE DRAINAGE EASEMENTS TO REPAIR ANY DEFICIENCIES OF THE DRAINAGE FACILITIES IN THE EVENT THE OWNER(S) IS/ARE NEGLIGENT IN THE MAINTENANCE OF THE DRAINAGE FACILITIES. THESE REPAIRS SHALL BE AT THE OWNER(S) EXPENSE. ALL LOTS AND TRACTS WITHIN THIS PLAT ARE SUBJECT TO THE HOMEOWNER'S ASSOCIATION ESTABLISHED IN ACCORDANCE WITH WASHINGTON STATF LAW WHICH IDENTIFIES EACH LOT OF THIS PLAT AS A MEMBER OF SAID HOMEOWNER'S ASSOCIATION. THE OWNER(S) OF THE LAND EMBRACED WITHIN THIS PLAT, IN RETURN FOR THE BENEFIT TO ACCRUE FROM THIS SUBDIVISION, BY SIGNING HEREON, COVENANTS AND AGREES TO CONVEY THE BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE LOTS, OR OF ANY SUBDIVISION THEREOF. THIS CONVENANT SHALL RUN WITH THE LAND AS SHOWN ON THE PLAT. AQUIFER PROTECTION NOTICE: THE LOTS CREATED HEREIN FALL WITHIN ZONE 2 OF RENTON'S AQUIFER PROTECTION AREA AND ARE SUBJECT TO THE REQUIREMENTS OF THE CITY OF RENTON ORDINANCE #4367. THIS CITY'S SOLE SOURCE OF DRINKING WATER IS SUPPLIED FROM A SHALLOW AQUIFER UNDER THE CITY SURFACE. THERE IS NO NATURAL BARRIER BETWEEN THE WATER TABLE AND GROUND SURFACE. EXTREME CARE SHOULD BE EXERCISED WHEN HANDLING OF ANY LIQUID SUBSTANCE OTHER THAN WATER TO PROTECT FROM CONTACT WITH THE GROUND SURFACE. IT IS THE HOMEOWNERS RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER 4, T. 23 N., KING COUNTY, ��/��F• •WA -o • c 35145 STER���'�, 0NA L L ONO EXPIRES: 5/19/03 R. 5 E., W.M. WASHINGTON 1. THE ROAD AND STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED ACCORD— ING TO THE APPROVED PLAN 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 DEVELOPMENT SERVICES DIVISION. 2. ALL BUILDING DOWN SPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IM— PERVIOUS SURFACES SUCH AS PATIOS AND DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED CONSTRUCTION DRAWINGS ON FILE WITH RENTON DEVELOPMENT SERVICES DIVISION. THIS PLAN SHALL BE SUBMITTED WITH THE APPLICATION OF ANY BUILDING PERMIT, ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED PRIOR TO FINAL BUILDING INSPECTION APPROVAL. 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. THE 26' PRIVATE ACCESS/STORM DRAINAGE EASEMENT ACROSS LOTS 8 THROUGH 15 INCLUSIVELY (NE 14th PL.) IS HEREBY GRANTED TO AND SHALL BE MAINTAINED BY THE OWNERS OR ANY FUTURE OWNERS OF SAID LOTS. WITH THE EXCEPTION THAT THE OWNERS OR FUTURE OWNERS OF ANY LOWER LOT SHALL NOT BE RESPONSIBLE FOR THE STORM ABOVE THEIR CONNECTION. SAID EASEMENT SHALL RUN WITH THE LAND. 5. THE 16' PRIVATE ACCESS/STORM DRAINAGE EASEMENT ACROSS LOTS 4-11 (NE 14th CT.) IS HEREBY GRANTED TO THE OWNERS OR FUTURE OWNERS OF SAID LOTS AND SHALL BE MAINTAINED BY SAME. WITH THE EXCEPTION THAT ANY LOWER LOT SHALL NOT BE RESPONSIBLE FOR THE STORM ABOVE THEIR CONNECTION. THIS EASEMENT SHALL RUN WITH THE LAND. 6. THE OWNERS OF LOTS 1-16 CREATED HEREIN SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACTS A AND B, OPEN SPACE TRACTS. ALL' NECESSARY MAINTENANCE ACTIVITIES FOR SAID TRACTS WILL THE RESPONSIBILITY OF THE WOODBRIER HOME OWNERS ASSOCIATION. 7. THE OWNERS OF LOTS 1-16 CREATED HEREIN SHALL HAVE AN EQUAL AND UNDIVIDED OWNERSHIP INTEREST IN TRACT C, A STORM WATER DETENTION TRACT. ALL NECESSARY MAINTENANCE ACTIVITIES FOR SAID TRACT WILL BE THE RESPONSIBILITY OF THE WOODBRIER HOME OWNERS ASSOCIATION. 8. THE 10' PRIVATE STORM DRAINAGE EASEMENT ACROSS LOTS 13 AND 14 IS HEREBY GRANTED TO THE OWNERS OR FUTURE OWNERS OF LOTS 12, 13 & 15 AND SHALL BE MAINTAINED BY THE OWNERS OF LOTS 12-15, WITH THE EXCEPTION THAT ANY LOWER LOT SHALL NOT BE RESPONSIBLE FOR THE STORM ABOVE THEIR CONNECTION. THIS EASEMENT SHALL RUN WITH THE LAND. 9. THE 16" & 20" PETROLEUM PIPELINES DEPICTED UPON THE FACE OF THIS PLAT WERE PLOTTED BY CONNECTING THE POSITON OF POTHOLED LOCATIONS. 10. THE EXISTENCE OF THE 20" AND 16" PETROL PIPELINES IN TRACT "A" ON THE WEST SIDE OF REDMOND AVE NE CAUSES A HEIGHTENED RISK TO THE HOMEOWNERS OF THE LOTS WITHIN THIS PLAT. 11. PRIOR TO ANY TYPE OF CONSTRUCTION WITHIN TRACTS "A" & "B" ON THE WEST SIDE OF REDMOND AVE NE, A UTILITY LOCATING SERVICE SHALL BE CONTACTED TO ESTABLISH THE EXACT POSITION AND DEPTH OF THE PETROL PIPELINES. 12. THE PRIVATE ACCESS/STORM DRAINAGE EASEMENT ACROSS LOTS 1 THROUGH 7 INCLUSIVELY (NE 14th ST.) IS HEREBY GRANTED TO AND SHALL BE MAINTAINED BY THE OWNERS OR ANY FUTURE OWNERS OF SAID LOTS. WITH THE EXCEPTION THAT THE OWNERS OR FUTURE OWNERS OF ANY LOWER LOT SHALL NOT BE RESPONSIBLE FOR THE STORM ABOVE THEIR CONNECTION. SAID EASEMENT SHALL RUN WITH THE LAND. 13. THE PRIVATE STORM DRAINAGE EASEMENT OVER LOTS 15 & 16 IS FOR STORMWATER CONVEYANCE AND ACCESS TO TRACT C. LOT 16 SHALL HAVE AN EASEMENT FOR ACCESS OVER THE 20 FEET WIDE PORTION OF SAID EASEMENT. MAINTENANCE OF THAT PORTION OF SAID EASEMENT THAT IS 20 FEET WIDE SHALL BE BORNE IN EQUAL PARTS BY LOT 16 AND THE WOODBRIER HOMEOWNERS ASSOCIATION. THE WOODBRIER HOMEOWNERS ASSOCIATION SHALL BE SOLELY RESPONSIBLE FOR MAINTENANCE OF THE REMAINDER OF SAID EASEMENT AND ALL DRAINAGE FACILITIES WITHIN THE ENTIRE EASEMENT. � rICRor� 2 z's-0.3 JOB NO. 02099 SHEET 2 OF 5 F If, 0a-133 WOODBRIER SE1/4, SE1/4, SEC. 41 CITY OF RENTON, KING N 88' 19'25" W — — — 1306_.12' — — — — CENTER OF SEC. 4, TWP. 23N.,RGE. 5E., W.M. LOCATION PER K.C.A.S uri 0 1309.40 FOUND 1/2" REBAR W/ CAP "LS 18898" W. 0.23' OF CALC'D POSITION. (10/11/00) 0 N T. 23 N., R. 5 E., W.M. COUNTY, WASHINGTON 2612.24' 1306.12' — — — — 0 EAST 1 /4 CORNER SEC. 4, TWP. 23N., RGE C0 5E., W.M. POSITION CALC'D FROM K.C.A.S. o 'n cv •- N- M / 2618.81' 1309.40' FOUND 4" X 4" CONC MON WITH NAIL DOWN 0.25' IN CASE AT PC OF NE SUNSET N 82'22_14" W BLVD. STA. 141 +49.96, S. 0.18' & W. 0.15' OF CALC'D POSITION. (10/11/00) �3 FOUND 4" X 4" CONC. MON IN CASE AT CENTERLINE STA. 144+99.96. S. 0.19' X E. 0,16' OF CALC'D POSITION. (10/11/00) o �F S o r� � 9-0 % 470' Li Lr, 6 z FOUND 4" X 4" CONCRETE MON WITH NAIL SET DOWN 1.2' IN CASE AT THE INTERSECTION OF NE 12th ST. & MONROE AVE. NE. CITY OF RENTON SURVEY MONUMENT NO. 1843. E (10/11/00) N -7 48 14 _ _ 1312.69' L47 N 8759'S6" W — — SOUTH 1 /4 CORNER SEC. 4, TWP. 23N., RGE. 5E., W.M. POSITIION CALC'D FROM R.O.S. VOL. 20, PG 10. 200 0 200 400 600 Scale 1 " _ 200 BASIS OF BEARING: KCAS PER RECORD OF SURVEY IN BOOK 20 OF SURVEYS AT PAGE 10, RECORDING NUMBER 7908239010, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. EQUIPMENT & PROCEDURES: A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. REFFRFNC FS 1. RECORD OF SURVEY IN BOOK 127 OF SURVEYS AT PAGE 68, UNDER RECORDING NUMBER 9901199011. 2. RECORD OF SURVEY IN BOOK 102 OF SURVEYS AT PAGE 251, UNDER RECORDING NUMBER 95003219008. 3. EASEMENT TO "DEFENSE PLANT CORPORATION" RECORDED UNDER RECORDING NUMBER 3350591. / N Zn m � r^I ZZ m rp p r O i — 313.76' 969 �1 \ (Ln CV t0 N Iw 00 Co u, b 0 z 0 0 01L4J m �Q I FOUND 4" X 4" CONC MON WITH PUNCHED BRASS DISK IN CASE AT THE INTERSECTION +' OF NE SUNSET BLVD AND UNION AVE NE. o i 940E(RENTO1N SURVEY MONUMENT NO. ca ca C; n FOUND 4"x4" CONC. MON. WITH PUNCHED rn BRASS DISK DOWN 0.6' IN CASE AT THE INTERSECTION OF 12th AVE. NE. AND UNION 1312.69' AVE. NE. (10/11/00) 2625.39 — — — — FOUND 4"x4" CONC. MON. DOWN 1.1' IN CASE WITH NO MARK. HELD CENTER OF MON. MONUMENT IS AT THE CALC'D POSITION OF THE SOUTHWEST CORNER OF THE SE 1 /4, SE 1 /4, SEC. 4, TWP. 23N., RGE. 5E., W.M. (10/11/00). NUMBER DELTA ANGLE RADIUS ARC LENGTH C 1 12*04' 15" 641.19 135.08 C23 28'00'40" 716.19 350.14 C24 0700'31" 674.07 82.45 NUMBER DIRECTION DISTANCE L1 N 7616'55" W 52.37' L2 N 39'46'57" W 41.50' L43 N 09'44'45" W 467.58' L44 N 8759'56" W 246.83' L45 N 01'07'27" E 331,39' L46 N 78' 18'47" W 139,93' L47 N 8757'56" W 178.57' DER SHgNF �F .wASh�•,B 4 � Z• qo 3514 Fss/o / S L SJR� EXPIRES: 5/ 19/03 1z C) Ij LOT HOUSE # STREET NAME 1 3807 NE 14th ST. 2 3813 NE 14th ST. 3 3819 NE 14th ST. 4 3820 NE 14th ST. 5 3814 NE 14th ST. 6 3808 NE 14th ST. 7 3802 NE 14th ST. 8 3821 NE 14th PL. 9 3815 NE 14th PL 10 3809 NE 14th PL. 11 3803 NE 14th PL. 12 1 3818 NE 14th PL. 13 3812 NE 14th PL. 14 3806 1 NE 14th PL. 15 3800 NE 14th PL. 16 1448 REDMOND AVE. NE hvi JOB NO. 02099 SHEET 3 OF 5 rf 00'-133 rl WOODBRIER LUA-02-133- ��, LND-10-036! 0 �? SEl /4, SE1 /4, SEC. 4, T. 23 N., R. 5 E., W.M. o? CITY OF RENTON, KING COUNTY, WASHINGTON Zo 0 --� 82.22'14" W 137.5' 62.5' I=pZ� 15 pl� L 90. 63 . 28., FOUND 4" X 4" CONC MON WITH NAIL 0 0\ 0 " �I DOWN 0.25' IN CASE AT PC OF NE SUNSET \ BLVD. STA. 141 +49.96, S. 0.18' & W. 0.15' OF CALC'D POSITION. (10/11/00) R L 1 d ?0 . \ = 4S 9 " � V W �/, � 44.1g S z 148. 7531 �4 0 U L28 vD �y n N Lo U / ,n �• 0 I U y ( \ \ y ASPHALT DRIVE] I b I010� 21' 21' Z 16 FOUND 4" X 4" CONC. MOK IN CASE 4, 5065 SO. FT. AT CENTERLINE STA. 144+99.96. o Sy. -1D I (D S. 0.19' X E. 0.16' OF CALC'D m I V 4 \ POSITION. (10/1 1 /00) �y N I z I 4355 SQ. m c u � o TRACT C � POWER TOWER I n7A�t o 88'5W 62.10 z n L29 N 8 52'33" W 1 19.13' L32 j I 130' 42.00' L30 0 42.00' O 42.00' c I N I W W II 13 W 64 � _ o�,� 15 _ 14 12 SHED x ; I= < r*, I 4092 SQ. FT. ^ 31 12 SO. FT. `�' 0 31 12 SQ. FT. N o w I Z m v o ` o '� o^ 3112 SQ. FT. o i. o m W o DETAIL 'A' T L26 SEE NOTE 1 L24 N THIS SHEET � J 40.82 2.00, 42.00' N.T.S. a D N 88'52'33" W 36 42.75' 42.00' TRACT A 33.25' 32.46' 29951 SO. FT. ! - NE 14 t h P L �_ DETAIL 9B# b Q (PRIVATE) - - w y J -v N 04 y L21 SEE NOTE 1 I I c: J cV �7 L19 THIS SHEET x co c I w ^ J J I Nno 'A' f DETAIL A o O -oZ ^ ,, DETAIL 'B' ^ O N.T.S. 1 1 10 �� 9 g N �Z x I o 3927 SQ. FT. 3094 SQ. FT. 0 3196 SQ. FT. I Z 3028 SO. FT. MATCHLINE MATCHLINE �� ',, I � D ! w x pmF 2 132.91 I �� \ U' 35.87' o m r, 42. I I 33.25' 41.96' `c vL � z M Z `41 N 88'52'33_W _ Z `,� I 38.55 NE 14th CT. 10, 11 (PRIVATE) 30 0 30 60 90 Scale 1 " = 30' LE • SET 1 /2" REBAR W/ 1-1/4" ORANGE PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. SET CASED 4" X 4" CONC. MONUMENT WITH 2" DIA. BRASS DISC STAMPED "35145" IN STANDARD KING COUNTY CASE. NOTES: 1. NOTHING SET AT THESE PROPERTY CORNERS. CORNERS WILL BE COVERED BY ZERO SETBACK HOUSES. Ll ASSESSOR'S PARCEL NUMBER AO 15' PRIVATE DRAINAGE AND ACCESS AND PRIVATE ACCESS EASEMENT, SEE NOTE 13, SHEET 2. BO 10' PRIVATE STORM DRAINAGE EASEMENT SEE NOTE 8. SHEET 2 CO 26' PRIVATE ACCESS AND UTILITY EASEMENT SEE NOTE 4. SHEET 2 ALSO AN EASEMENT TO THE CITY OF RENTON FOR WATER AND SEWER. OD 16' PRIVATE ACCESS AND UTILITY EASEMENT NOTE 5. SHEET 2 ALSO AN EASEMENT TO THE CITY OF RENTON FOR WATER AND SEWER. NUMBER DIRECTION DISTANCE L1 N 76'16'55" W 52.37' L2 N 39'46'57" W 41.50' L18 N 01'07 27 E 34.83 L19 I N 88'52'33" W 4.75' L20 N 01'07'27" E 2.33' L21 N 88'52'33" 4.75' L22 N 01'07'27" _W E 45.60' L23 N 01'07'27" E 34.83' L24 N 88'52'33" W 4.75' L25 N 01'07'27" E 2.33' L26 N 88'52'33" W 4.75' L27 N 01'07'27" E 45.60' L28 N 78' 18'47" W 7.35' L29 N 0V07'27" E 8.90' L30 N 88'52'33" W 6.87' L32 N 0V07'27" E 2.30' L36 N 14'52'47" E 19.88 L41 I N 7T53'20" E 19.88 L42 I N 871550" W 22.12 JOB NO. 02099 SHEET 4 OF 5 NUMBER DELTA ANGLE RADIUS ARC LENGTH Cl 12' 04' 15" 641.19 135.08 C2 83'08' 10" 25.00 36.27 C3 102*06' 14" 25.00 44.55 C5 05' 14'24" 246.00 22.50 C6 08'26'54" 500.00 73.73 C7 03'08'47" 2000.00 109.83 C 1 1 02' 13' 20" 200.00 7.76 C12 0754'55" 200.00 27.63 C13 01'35'01" 2050.00 56.66 C 14 02' 20' 31 " 2050.00 83.79 C16 05'04'27" 225.00 19.93 C 17 19 13'21 " 225.00 40.14 C18 15!17'48" 1225.00 60.07 C22 09'03'03" 1475.00 75.04 NIICROF ILKEL, 'OP\AF R WA S�;�Fe� U � O•� z' 35145 /oNAL LANO EXPIRES: 5/ 19/03 2 -Z4-v.3 FP o�'-c33 WOODBRIER SE1/4, SE1/4, SEC. 4, T. 23 N., R. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON MATCHLINE UNPLA TTED 30 0 30 60 90 Sccle 1 " = 30' IFS • SET 1 /2" REBAR W/ 1-1/4" ORANGE PLASTIC CAP STAMPED "MEAD GILMAN & ASSOCIATES 29276 32434 36811 35145" UNLESS OTHERWISE NOTED. O SET CASED 4" X 4" CONC. MONUMENT WITH 2" DIA. BRASS DISC STAMPED "35145" IN STANDARD KING COUNTY CASE. NOTES: 1. NOTHING SET AT THESE PROPERTY CORNERS. CORNERS WILL BE COVERED BY ZERO SETBACK HOUSES. 6 q ASSESSOR'S PARCEL NUMBER CO 26' PRIVATE ACCESS AND UTILITY EASEMENT NOTE 4. SHEET 2 ALSO AN EASEMENT TO THE CITY OF RENTON FOR WATER AND SEWER. DO 16' PRIVATE ACCESS AND UTILITY EASEMENT NOTE 5. SHEET 2 ALSO AN EASEMENT TO THE CITY OF RENTON FOR WATER AND SEWER. EO 26' PRIVATE ACCESS AND UTILITY EASEMENT NOTE 12. SHEET 2 ALSO AN EASEMENT TO THE CITY OF RENTON FOR WATER AND Z IZ,+I03 SEWER. M M M (6D MATCHLINE DETAIL 'C' C bL10 SEE NOTE 1 L8 o, THIS SHEET N.T.S. DETAIL W L13 SEE NOTE 1 L11 c� THIS SHEET J N.T.S. DETAIL E W R N L 1 O 17 0 N.T.S. Z L17 N.T.S. LINE TABLE NUMBER DIRECTION DISTANCE L3 N 8759'56" W 39.16' L4 N 8759'56" W 28.79' L5 N 02'00'04" E 8.46' L6 N 01'07'27" E 56.31' L7 IN 01'07'27" E 34.83' L8 N 88'52'33" W 4.75' L9 N 01'07'27" E 2.33' L10 N 88'52'33" W 4.75' L11 N 88'52'33" W 4.75' L12 IN 01'07'27" E 2.33' L13 N 88'52'33" W 4.75' L14 N 01'07'27" E 34.83' L15 N 01'07'27" E 51.50' L16 N 88'52'33" W 37.75' L17 N• 88'52'33" W 29.67' L18 N 01'07'27" E 34.83' L22 N 01'07'27" E 45.60' L23 N 01'07'27" E 34.83' L27 N 01'07'27" E 45.60' L31 N 88'52'33" W 12.33' L33 IN 01'07'27" E 0.64' L34 IN 01'07'27" E 5.45' L35 IN 88'52'33" W 1.42 CURVE TABLE NUMBER DELTA ANGLE RADIUS ARC LENGTH C4 88'57'16" 25.00 38.81 C7 03'08'47" 2000.00 109.83 C8 08'45'56" 150.00 22.95 C9 90'00'00" 25.00 39.27 C10 07*43'11" 200.00 26.95 C14 02'20'31" 2050.00 83.79 C15 0954'37" 2050.00 32.57 C20 07'43' 1 1 " 175.00 23.58 JOB NO. 02099 SHEET 5 OF 5 re 0?-133