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Home My WebLink AboutLUA02-123 - large formatNT O N 85 0 0 0 0 5 7 00 1 OF / 03 0 KI N G CO U N T Y CO N F O R M E D CO P Y 20 0 3 CI T Y OF RE 2 PA G E 03 / 0 5 RECORDING NO. VOL. /PAGE ab CITY OF ul RENTON PLAT NO. LUA-—02-—125—FP DEDICATION y. PORTION OF Sw 1/4 OF THE SW 1/4 OF SEC. 10, . LND- 10-0351 TWP. 23 N., RGE. 5 E., W.M. by Cy IO N AV E _ N E & To 13 8 t h AV E se SITE LOCATION NE 6th sf § NE 4th $t. J. KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S)I OF INTEREST IN THE LAND HEREBY LONG PLATTED, HEREBY DECLARE THIS LONG PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE~ NUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS ANO TRACTS SHOWN ON THIS LONG PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC— ALLY IDENTIFIED ON THIS LONG PLAT AS BEING DEDICATED OR CONVEYED TO CITY OF RENTON APPROVALS CiTY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT EXAMINED AND. APPROVED THIS 23 vay oF EERRVARY 2003 MEG Lt ssi RENTON A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- CITY OF RENTON BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR RLU ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. VICIN ITY MAP SS REV My, FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY LONG ON PLATTED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON N.T.S OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY LEGAL DESCRIPTION: BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS LONG SUBDIVISION OTHER CITY OF RENTON THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. rd FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY LONG SUB-— PAR A; EXAMINED AND APPROVED THIS 3 DAY OF Moreh Me HO bls COME TR Cee en ceca wale fee rece, Say THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER CITY CLERK WITHOUT THIS LONG PLAT TO HAVE BEEN CAUSED BY ALTERATIONS OF OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB-SURFACE WASHINGTON; FRUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS LONG PLAT. PARCEL B: PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS T DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART ‘ , : AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FROM THE NEGLIGENCE OF CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS. VOSA TTS: MEPACASSL IN KING COUNTY: WASHINGTON: FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS ANDO AGREEMENT TO EXCEPT THE SOUTH 120 FEET THEREOF; HOLE SALES : MADE wT THE FREE CONSENT AND IN ACCORDANCE WITH EXCEPT THE NORTH 110 FEET THEREOF: STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL. TH S AID OWNERS. PARCEL C: THs ZO" tA 2003 WE SET QU HANDS AND: SEALS. THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE Ake SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WM. FINANCE DIREGTOR IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 153 FEET THEREOF (ALSO KNOWN AS LOT 2, CITY Or RENTON LOT LINE ADUUS IMENT NUMBER LUA 98-148-LLA, RECORDED UNDER RECORDING NUMBER 990302 29027). | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE PARCEL OD: FOR COLLECTION AND, THAT ALL SPECIAL ASSESSMENTS CERTIFIED THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY HEREIN | QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC’ USE 1 WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. ARE PAID IN FULL. ey EXCEPT THE WEST 330 FEET THEREOF; 4) ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER THIS pay or Manh 99 OS ASiIWATO OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10, LYING r/ et F. ashe STATE OF lads IN SIO as SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE Ho) mes tes county or Atma DESCRIBED AS FOLLOWS: MANAGER, FINANCE DIVISION EPUTY eg | CERTIFY THAT | KNOW. OR HAVE SATISFACTORY EVIDENCE THAT BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; \ F Lanny LanveLt- THENCE NORTH 1650.00 FEET, DEPARTMENT OF ASSESSMENTS pS a aes (6 EXE We Mere Pn Aeeuam eee he THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE: Work al WR 1-7 | S I— ae COP OO IT AS THE THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 FEET OF EXAMINED AND APPROVED THIS Cx DAY OF , 200% TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND SAID SUBDIVISION AND THE TERMINUS OF SAID LINE. : PURPOSES MENTIONED IN THE INSTRUMENT. oateo A RGD A THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER KING COUNTY ASSESSOR DEPUTY ASSESSOR ea ius Ee OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, NOTARY PUBLIC Lith, Vid WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING ——— PRINTED NAME OF DESCRIBED PREMISES: NOTARY Pupiic ZesenT” A pserns2/ Bee ake wee Fore aa ee ee eet ee Cen: GARY T. CHRISTENSEN, HERBY CERTIFY THAT THIS PLAT OF THE VINEYARDSTL me Ao ae) ee eee es citi iS BASED ON AF ACTUAL SURVEY IN SECTION 10, TOWNSHIP 23 NORTH MY APPOINTMENT ExPIRES G-]-OG THENCE NORTH 175 FEET: RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THAT THE COURSES AND THENCE WEST 252 FEET; AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL THENCE WEST 408 FECT TO THE WEST LINE OF SAID SECTION: BE SET AND THE LOT CORNERS STAKED CORRECTLY ON THE GROUND; AND THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINNING: THAT | HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING EXCEPT THE WEST 30 FEET FOR ROAD. REGULATIONS. PAR E; THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST — DATE: u Zo) 2003 QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, CHRISTENSEN [~] TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON: GENE a te SURVEYOR 2f el 23 STATE O WASHING TON VO L . /P A G E RECORDER'S CERTIFICATE ; FILED FOR RECORD AT THE REQUEST OF THE RENTON CITY SURVEYORS CERTIFICATE AT American Engineers ©* Planners © Surveyors FINAL PLAT MAP a THE VINEYARDS IC FP 08 - 9 2 3 BUTE TE eens AED REGERBER IN NOLUME BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH Corporation Redmond, WA 98052 —__— OF PLATS, PAGE » RECORDS OF THE REQUIREMENTS OF THE SURVEY RECORDING ACT, ey naa zs ee — a KING COUNTY. AT THE REQUEST OF__DAeneuL, LLC —— : ; KING COUNTY, WASHINGTON IN JANUAGY 2003 OME (425) 881-7430 Fox (425) 881-7731 KVC 05-30-02 9838 CHKD. BY SCALE SHEET NO SCALE DIVISION OF RECOROS AND ELECTIONS 6 TT 2 rs f L.S. NO. 30444 MANAGER SUPERINTENDENT OF RECORDS REGISTERED SURVEYOR Lord 7\LOIEN IS 38\Sur ve y\dwg\98 3EF P.dw /16/2002 06:38:02 AM PST RECORDING NO. VOL. /PAGE &s CITY OF ? ot RENTON nee — SCALE: T=40 Pett) ttt) 111) PLAT NO. LUA—02—123—FP i 0 40 80 120 160 200 . 240 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, UIFER 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 NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. 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 HOMEOWNER’S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. EMENTS RES Ss 1. AN EASEMENT IS HEREBY RESERVED, GRANTED, AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST COMMUNICATIONS, AT&T BROAD BAND, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHT OF WAY AND AS DEPICTED ON SHEETS 3 AND 4 OF 4 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, _ SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS SUBDIVISION AND OTHER PROPERTY, WITH UTILITY SERVICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN TOGETHER STATED. -NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL ‘BE UNDERGROUND OR IN CONDUIT ATTACHED TO A BUILDING. THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE TO BE CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. , 2. THE 10 FOOT ACCESS AND UTILITY EASEMENT SHOWN ACROSS TRACT ”B” IS FOR THE BENEFIT OF LOT 17 FOR PRIVATE ACCESS AND UTILITIES. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WITHIN SAID EASEMENT. 3. THE 5 FOOT ACCESS AND UTILITY EASEMENT SHOWN ACROSS LOT 16 IS FOR THE BENEFIT OF LOT 17 FOR PRIVATE ACCESS AND UTILITIES. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WITHIN SAID EASEMENT. 4. AN EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER THE WEST 5 FEET OF LOT 16 FOR SEWER. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 5. A 10 FOOT WATERLINE EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER A PORTION OF LOTS 32 AND 33 FOR WATERLINE. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE: OF THE PUBLIC WATERLINE FACILITIES WITHIN SAID EASEMENT. 6. A 3 FOOT UTILITY EASEMENT IS HEREBY GRANTED TO LOT 17 OF . THIS PLAT. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WTHIN SAID EASEMENT. THE OWNER OF THE LAND EMBRACED WITHIN THIS LONG 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 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. S: 1. TRACT "A” WETLAND IS IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT. 2. TRACT B, “DRAINAGE” IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT. THE STORM DRAINAGE DETENTION AND WATER QUALITY FACILITY LOCATED WITHIN TRACT B SHALL ALSO BE OWNED IN COMMON, 1/42 SHARE FOR EACH LOT WITHIN THIS PLAT. THE COST OF OPERATION AND MAINTENANCE OF SAID STORM DRAINAGE DETENTION | AND WATER QUALITY FACILITY SHALL BE THE 1/42 RESPONS?BIEITY OF EACH LOT OWNER WITHIN THIS PLAT. . THE CITY OF RENTON SHALL HAVE THE RIGHT TO INGRESS AND EGRESS THROUGHOUT TRACT B FOR THE PURPOSES OF FACILITY INSPECTION AND TO REASONABLY MONITOR THE PERFORMANCE, OPERATIONAL FLOWS OR DEFECTS OF THE STORM DRAINAGE DETENTION AND WATER QUALITY SYSTEM. IF THE CITY OF RENTON DETERMINES THAT MAINTENANCE OR REPAIR WORK IS REQUIRED TO BE PERFORMED, THE CITY SHALL NOTIFY THE OWNERS OF TRACT B AND GIVE NOTICE DESCRIBING THE REQUIRED MAINTENANCE AND/OR REPAIR AND A REASONABLE TIME IN, WHICH THE WORK IS TO BE COMPLETED. IF THE REQUIRED MAINTENANCE /REPAIR IS NOT COMPLETED BY THE OWNERS OF TRACT B WITHIN THE CITY OF RENTON SPECIFIED TIME, THE C:TY MAY PERFORM THE WORK. THE CITY vw! L SEND NOTICE TO THE OWNERS OF TRACT B STATING THE CITY'S INTENTION TO PERFORM SAID V'ORK. MAINTENANCE /REPAIR WORK MAY COMMENCE 7 DAYS AFTER CITY GIVES NOTICE. THE OWNERS OF TRACT B ARE RESPONSIBLE FOR PAYMENT OF ALL COSTS ASSOCIATED WITH MAINTENANCE /REPAIR OF TRACT B STORM DRAINAGE DETENTION AND WATER QUALITY FACILITY. SAID PAYMENTS ARE DUE TO THE CITY OF RENTON WITHIN 30 DAYS OF INVOICE FROM THE CITY. OVERDUE PAYMENTS WILL REQUIRE PAYMENT OF INTEREST CHARGES AT THE CURRENT LEGAL RATE AS LIQUIDATED DAMAGES. IF LEGAL ACTION ENSUES, THE PREVAILING PARTY IS ENTITLED TO COSTS OR FEES. 3. TRACT "C” PUBLIC OPEN SPACE IS IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT AND PATH. 4. TRACT "D” WETLAND IS IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT. 5. TRACT "E” AREA RESERVED FOR FUTURE DEVELOPMENT IS RESERVED TO THE OWNER DARNELL L. L. C. 6. EASEMENT RECORDED UNDER RECORDING NO. 717661 DOES NOT CONTAIN SUFFICIENT DESCRIPTION TO DETERMINE THE EXACT LOCATION WITHIN THIS PLAT. 7. EASEMENT RECORDED UNDER RECORDING NO. 3575608 DOES NOT CONTAIN SUFFICIENT DESCRIPTION TO DETERMINE THE EXACT LOCATION WITHIN THIS PLAT. 8. INSTRUMENT DATA: NIKON DTM—520 5 SECOND DIRECT READING TOTAL STATION. PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS, AS REQUIRED BY WAC 330-130-100. TWP. 23 N., RGE. 5 E., W.M. Liu 9. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENTS AND = RESTRICTIONS OF THE HOMEOWER’S ASSOCIATION FOR THE VINEYARDS J a FILED UNDER REC. NO. 2@030305P0005 ¢ j Oo > American Engineers ¢ Planners * Surveyors Engineering. scsz eH te ne ke THE VINEYARDS JL Ccorporation | Redmond, WA 98052 See =— DWN. BY DATE JOB NO. PHONE (425) 881-7430 Fax (425) 881-7731 KVC 05-30-02 9838 CHKD. BY SCALE SHEET P1\1998\9838\Survey\dw9\9838FP.dwg 02/11/2003 01:42:23 PM PST GTC 1°40: OF OD 1 \i (1G VERA \urvew \ciwae\OR@RFP. dwe. 02/26/2002 00:22:50 AM, HP Desianlat JSNG (6_A0) by HPined FF 03 - 1 2 3 CITY OF RENTON PLAT NO. LUA—02-—125—FP vy ut NOTES: 1. INS > TRUMEN DIRECT DATA: READING TOTAL STATION 2. PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 330-130-100. BASIS OF BEARINGS: NIKON DIM-—520 5S SECOND KCAS (PER PLAT OF THE ORCHARDS DIVISION 1, VOL. 178, PGS. 81-85) LND-10-0351 RECORDING NO. VOL. /PAGE SCALE: O.% 40 80 120 160 200 240 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M. tienes ies ee aan ' 3’ UTILITY EASEMENT * “> N87"11'49"Ww ee oe ant ee TL SEE NOTE 7 SHT 2 oe 81.46’ 7 as 15’ ACCESS EASEMENT 4 ghey SS a ei [oer sneer, cee S m2 Pe ie ae! ee Raat mien N88°11 31" W 346.43’ 15’ ESMT. 3070188 ecm A) 8 Zz a fo witli N88" , ” = ng 5 ae A : * ba oe _ = Ee / + 11°31" Ww —160.25' —s\z-- —69 40°’ -___Y ___ 45, 00'__ ee — N87'11'49”"w N. E ° 6th Be | AG, SSS Sy Bag 2r pL oOoZznm rP. ¥. a [o) OW of 6 "28m a w Sls So kg’ ce ° STREET — da Bite 2 8 BE Je eo 5 7" {= Re te Aane Ela ee me N £ sii N87"11'49"W =| < ~ 2 P48 Alig 6S ie ~ 78.77" —O N m mea N 8 : m ~ \ (ap © es b (o) lip mM i a ° a “a ” } 7 a s 4n0 : rh ‘ \ N88°11°31"W ? 1 z o9omn < a a= : ae “ I ; C jo) NODZ NS “A foe) iy c ny Ss A rd ux UD a | | RN © 76.60 > on bet > oO od = va o MO x i os o “wa A \ so im ] r _ “10 375 te 0 3 i LE ss > or 9 .N a - N 3 vy als £o_, eal oO 4 o i = oO = C0) | 5 nr ~~ — ® og os “ aa In ous as ye) fo ca | Z ‘ oe o oO © a 5 1G ro pu. m “Yap | = 6 cs oe, oe. O-N8811'31"'w_ 1S wv a * fe oe ® 4220 =|== a Zy z 12 r[ 45.00 2 2 ; a © nea Sw &* g°58 aa ao é “ry a 105.11" me ENTS 2 a oi = =} -e—5.00° 2 au ea a , g N88'11’31"W wn Sh 0 aS 10.00° —o-} W . — re) hp th ZS ES > ae 78.42 2 e) o fo) o° Om 5 mm Jo 2. N SS Gt ke Sng 2 = ao Oo e (O o>) © £ © : nN 2, = = 5 Ss Y m = 4 | a bz 2 = 15’ ACCESS AND i a ofS z= - ' \ © - a : a oar (oe) - 21.00" “gy 21.00' in : , UTILITY EASEMENT 4 S y sa r loa 0 N89°45'52”E Jeses . 5" : FOR THE BENEFIT OF ® , a 105.15 ras. LOT 17. SEE EASEMENT & sf fe Q° 88 NOTES 2 & 3 SHT 2 e / ar a = 9 — i _g1 45.00’ g 50.53’ oy / e - W of © Z N88'11'31"W 153.12’ FROM CITY NO 2 Sto ~—_jpec a ; : A 7 2) Ee) —_—_—_- Seer eos rec ee a fo) \ oO OF RENTON MONUMENT LINE TO NBS 2. w N.E. oth COURT ° yee W . = > mm | PROPERTY LINE ON CENTERLINE MBAF lies Gar itteeeeicores acai’ Sf be 22 -) EXTENDED N od [ om 4 o 3 maf sae —y 40.00° 7 — Sen Os Sj 2) —_( , 430 On we . 40.00' Y 40.00" | 32.54" 2 o < 2° “a2 _ € i. de . >. a - Q mo ofc WZ O29 n fc ee _ S > ‘ O29 204 eae SET . 1 8 : S S Sco | 8 of 2°38 wy” m Ain “ot Ww NO “a rs “ _ a pons tN N "s “S = - Ow Re Op O fo) = Co =z G és Gi (el on = < Ba a ees = a oO af Sh egy = ou oF as S eo Z @ Zz fn ° Gi ral 2 = z AGS Pi sacs a Nis eras yn Ps Gl Gy wlio Gis ols a: 5 oO . Z = S Co a > 9 S26 oO 2 3 GO AES 1 GAINS mG ere oy WS 0 ~ SIs no of Mey Sle & SIs > y a Bly zs is) a a m mA }o af G@ Jno a ols S ol] a ry “ye Y ofa “mo alt ro So D oy GRAPHIC SCALE = o) e = LO ie m x ae a “10 + Qh 7 oe ‘ ayn n NIG 0 e 7) 20 0 20 40 80 Oo : » U ri ie a oe OS x o . : nN a = | Zon m a : m a = a 7 pl ZMO ‘or: Pe a o aah 1 INCH =40 FT. £ oh a = 4 \ G85 OOF @t—-———~—_—_~___ Sa 41.007} 40.00" aa a om ee 26 | _ 40.00 40.00’ | ; | 2 84 ; fi | or 290d 4.01 2 : : | | é | ‘ j{ N8811°31"w 495.78 o ° | ‘6’ WOOD FNC. \ “2 S: a os = Satz 6’ wOOD FNC, ‘6’ WOOD FNC. \¢ , 6’ WOOD FNC. — 6 WOOD FNC. , = | S 0.50" S 0.14” 6 WOOD FNC. 6: woop FNC. ~ 6’ woop FNC. 8 ga FNS § o.07' S 0.10" ‘eo 6’ WOOD FNC. , Caen rg lee S 0.12’ AT SET COR , s S 0.30’ h SMe sg . i LINE TABLE LINE TABLE CURVE TABLE CURVE TABLE | LINE—NO] DIRECTION LENGTH LINE—NO] DIRECTION LENGTH CURVE NO.] RADIUS | LENGTH | TANGENT DELTA CURVE NO.| RADIUS | LENGTH | TANGENT DELTA | —1__[N19°43'21"E 18.08 17 |N37°46'29"E 30.84 Ci] 55.00} 278.19 38.65| . 289°48'03” C16] 71.00 4.52 2.26 3°39'01” | 2 N19°43'21°"E 6.88 18 |N51°09'31"E 41.12 C2] 25.00] 23.95 12.99 54°54'01" c17| 50.00] 80.36 51.85 92°05'08” | | 3 [N89°43'21"E 23.41 19 |N42°43'09"E 30.19 C3] 25.00] 23.95 12.99 54°54'01" C18] 55.00] 94.66 63.95 98°36'22” Ss 4 |NoO16'42”W 8.49 20 |NO3°59'26"E 34.70 C4| 221.00] 48.38 24.29 12°32’34” C19] 55.00| 26.45 13.48 57°53 03" | 5 _{N50°00°11"w 31.51 21 [NO3°53'42"E 28.87 c5| 179.00] 39.19 19.67 12°32'34” C20{ 55.00] 56.12 30.78 58'27'48" NE 7 —— / | 6 |N1215'55"E 4.05 22 | N19°43'21"E 25.33 cé] 25.00[ 37.93 23.69 86°55'11" C21] 55.00] 60.31 33.59 62°49'21" —— _ b 3) th S | << 7 |N1215'55"E 2.24 23. [NoO16'39"W 51.13 C7; 25.00] 40.61 26.38 93°04'49” C22{ 55.00] 40.66 21.31 49°91 '97" ty Sainte a Fs [nae11'39"e 27.96 24 |NOO'25'13°W 16.01 cal 71.00] 114.11 73.63 92°05'08" C23} 200.00] 43.78 21.98 12°32'34" SS 9 | NO2°21'31"E 24.47 25 | N1215’55"E 1.11 CQ} 29.00] 46.61 30.08 92°05'08" C24|_ 179.00 3.93 1.97 01°15'29” 10 [N17°37'58"E 26.28 26 | N1215'55"E 5.18 C10] 71.00 4.83 2.42 3°54'03" C25| 179.00] 35.26 17.69 1117'07" | 111 N13°54°41"E 31.72 27. -[NO1°42°44"E 10.81 c11{ 71.00] 20.95 10.55 16°54'25" C26| 221.00} 37.78 18.94 09°47'39” 12 |NO7"20°30"E 21.50 28 [NO1°42'44"E 6.85 C12| 71.00] 20.95 10.55 16°54'25" C27| 221.00] 10.60 5.30 02°44'55” / | 13 _|N41°32'20"E 13.73 29 N44°57'24"E 19.24 C13 71.00 20.95 10.55 16°54'25” 14 | NO1"41'22"E 29.62 30 | N44°57'24"E 17.44 c14{ 71.00] 20.95 10.55 16°54'25" bed 15 N16°07'10"E 30.01 31 N20°31'58"E 71.57 C15 71.00 20.95 10.55 16°54'25" © 16 |N4116’59"E 38.31 32 |N88°15'40"E 10.00 < ie — O > Nt FOUND CONC. MON. AS NOTED a FINAL PLAT MAP merican Engineers ¢ Planners ¢ Surveyors ® FOUND SURFACE MON. Engineering 4032 148th Ave. N.E. — THE VINEYARDS TL Corporation Redmond, WA 98052 2 FND REBAR AS NOTED - ” » _———— DWN. BY DATE JOB NO. fe) SET 1/2” x 24° REBAR & PHONE (425) 881-7430 Fax (425) 881-7731 = KVC 05-30-02 9838 CAP, LS 30444 fo) NAIL & WASHER CHKD. BY SCALE |SHEET SET IN BACK WALK P1\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 01:42:23 PM PST GTC {"=40 OF D P-\1 99R\98 3R\ Suirvev\dwa\9R3RFP.dwa. 02/26/2003 09:31:43 AM, HP Desian?st 750C (E AQ) by HP.pc3 Pe s 23 F? O9 - / 2 3 = = ; RECORDING NO. VOL. /PAGE FO P 08 - 1 2 3 ™N a] 1 nl RENTON == LND-10-0351 ee PLAT NO. LUA—02—123—FP eed a 0 80 120. 160 200 240 20, 020 si AO. ny 80 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, 1 INCH' "40 FT. TWP. | ao N., RGE. o E. W.M. : 1 N | 7 / | * | / / BS / amend / | \ | / pea ry if | 4, | / aed a J | \. a i 42. 7 14 g © ae ThE AGAR we 4 yor lave pec valas / FND REBAR AND CAP , | . nx ees ‘ : ] eae ein ay ali Dies ctaaatin % FND REBAR AND CAP | FND REBAR AND CAP CAP UNREADABLE ea) ce | — FND Z | rg / z2 “33 No LS 14481 N 0.10’ & E 0.10’ S 0.19" & W 0.07” 1D BRASS / | ae \_ ON LINE AND | | FROM THE SW COR OF PROPOSED LOT COR. Z, DOWN J | 6 WOOD FNC. \ NORTH 7.72 FROM LOT 12, ORCHARDS 7/11/02 OF NE PS oso Ec SPROUT | rs \6° WOOD FNC E 0.36 \ SE COR LOT 28 77/11/02 ao _ 6’ WOOD FNC. ioe Tg 9/11/02 ———- S 0.05" & W 0.24" ae te eae abs E 0.22 ‘Sy ee / N 006'39" W N OC 7/11/02 Z , on C p48. | 40.00. 49. ¢ rane 114.00 40.00 ~~ 40.00 40.00 N 6’ WOOD FNC.| 6’ woop FNC 6’ WOOD FNC.) 6’ WOOD FNC. 6’ WOOD FNC.) ¢° 6’ WOOD FNC. 27 4 E 0.28 E 0.45" E 0.46" E 0.36 6’ woop Fc} e055 | & GRP FNC) & gags? | 5 L29 Oi 3] 30 E 0.35 BAGS "Sa. Ft TV 6.809 Saft 4,121 Sq.Ft. oa? = 2 L32- 5) 10’ WATERLINE S\@ enlist 4,200 Sq.Ft. 28 27 95 @.. | @], A EASEMENT = 670 wu is 4,200 SeFt: | 4500 Sark 26 24 25 22 | 21 ={S =/ 5,057 a j SEE EASEMENT ¢ Als z ’ eh Ns ’ g.rt. 4,200 Sq.Ft. 4,200 Sq.Ft. 4,200 Sq.Ft. [4,200 Sq.Ft. 4,200 Sq.Ft. 5,110 SqFt. cla’ CIN ee NOTE 5, SHT 2 Cig to] i Fes és bu bu m9 = | S lu li pee ee fe ie - Sea z|° aE a Hl 22 th Mle ate ae sip Ale oh 2 ~OSSSLE~ L 676 6, 0 s a] a ts NTS ere NS NIS “58 Es) ute WS eis =o L28 “SS Sens > eS 2 + 10 PhS ela CURKS v+]o Fo Kw a ie) » /2 woot boa AID oe abe @ |2 aa Ke) 212 foo ‘ole aJOCE*S a2 9 |" soy" 2 - L30 tein on L 25 oo | gi= QI- =. 9N am Ol” <5. oO” 2 | 2 30.00’ =|] |30.00° a e! es be ta L 26 2 Z z| 2588 2 z| =s& 2 ae) ee 00°F De) ; 7 Q 664 658 5 636 = Faw 624 - ow 612 606 600 es cts i) 00 33 Oo, Gad 652 wo WiUR own 618 q NO016 39 W 2 6,613 SqFt. \ E . 630 see! ( ae , At | <O LSI J C25 Fi 36.07' ] 40.00’ 40.00’ 40.00 q : I 40.00 Ba 40.00 . q 23.28 ; _ ‘ * ° me C5 Ot > moot) 10, : : © monroe) Oo? | | a iS jo ee ee 682 © B— ~ _Ni275 55% \ XQ 2 -~ ~ O = a + oe ott ™ 71. 95> —~ = — ; N = ¥ NO4‘15'08"F Sy, een Kons _ _N_0016'39”" wWASHON PLACE N. E; 0591.06" ie = - - = “al “ mee f= —— — a ; > i ‘ . i 100.21° Q cj 925.34 2 1.2 iS | 8 L1 . ~ : o : | act . ' 415-—~ wy Qo C2 N + + N NEE Cs —-O— e— Oo cr © O o _ =P a . a C27. : .00’ ; .00’ 40.00’ .00' 43.90' ; 49.96’ SSeS i C27 29.40 ) 40.00° 7 40.00 T 40.00 ) } 40.00 N 001639 W 120.08 Fs | 7S Wa v4 = 2 L 6 L 7 659 = 2 I v ch 46 ana 639 633 627 621 5 57 N05 us 671 36 . : 616 FND REBAR AND CAP 2 | ! 7957 3 SE wi] 3552 SaFt | sods oo cs 47. 38 MG LS 29276 » Wo = ~ OK OC" AQ. S| A ae co a" | 3,800 Sq.Ft. i| 4,736 Sq.Ft. a5 40 41 42 ron N 0.25’ & E 0.02 ena a) Ke) OP ig Gk C10 34 SN] = |. a a , 5 + | a + 20 =je ~ N B[" 4.009 sort. SS Alo =. 4,736 SaFt.| 4,736 SqFt. | 4.736 SqFt. | 4955 SaFt IS ~ 'o os =| 6 ~ oS , uo Sto uel fad: -{2 FND REBAR AND CAP z= . 3.784 Saft. bee) “ Ty 2 i | eis =|. =]. =|. =|. =. = MG LS 29276 qn.) ie Il 3. we 2 bi TRAGT ~D = 2 oH NS SIS STS OTS SIS of= N 0.16’ & E 0.11’ Co <x Ps i ) AKIT no Z P| od | od <t | 00 st] 00 x] 00 on a” i if 7 SJ = WETLAND \_ 25" WETLAND |BUEF. o| o| = | = | = |= a GaN P. ~~ ee | ER oO ice) 00 ce) ce) a ee ~ Wl ' J 4 50 17,624 Sq.Ft. Pe gs 2 iz Z Z Zz a faa MI] 49.92 “ + ae 8 aD @ anoonet Oe 7 . 43.91? 2 , — - _ 00 Bx NO1°48'29"E 79.9 ?" 00 Sti {2 33.54 J 40.00° _ J = Od 3 “6 0O L20 as: wae bee y a 17 = 136.95" oN 123 NOO'16 59°W r 2 3,599 SqFt. ; os; a , — “ ——— me JB Xn 00716'39" w 188.08 7 Lal agen J shia © 00 \ , ” -~ 5 fo FND REBAR AND CAP NOO16'39"W | aaieme To ; FND REBAR_AND CAP a 7 \ LS 14491 - NO1"48'29"E DEI LS 28238 - L = FND REBAR AND CAP N 0.19" & E 0.06’ . = N 0.01’ & W 0.04 20 _— - LS 14491, RES O Ny | 7/11/02 he TRACT 7E Ke) N 0.14 & E 0.13’ 2 FND REBAR AND CAP | i oO RESERVED FOR ae 7/11/02 FND 3/4” IP L MG LS 29276 FND REBAR AND CAP ¢ a ry bl S89°09'25"E, 12.73" Q N 0.08" & E 0.36’ eee ere mate B TR FUTURE DEVELOPMEN 1 os co FROM PROP, COR... FND 1/2” REBAR NO CAP ; 6,550 Sq.Ft 7 vee Fo N 0.35' & W 0.77’ 7/11/02 = | _ alle ~ ae ly FND 3/4” IP a bias . vy 7 a nay - : . i Le) _ = oo py ON ON Za 1S W. 124-16 \ © N 0.38’ & W 0.83 iy R i \ QO = + 4 es ek Se FND REBAR AND CAP Qh es ey ie | FND REBAR AND CAP LS 14491, RES ol a ist EAST LINE OF = ‘ ot ARNETT LS 10702 | N 0.04 & E 0.01’ ofa «@ 16’ POWER ESMT. | us N 0.17' & W 0.26 1/11/02 mio Is REC. NO. 5898044 . —~—-—4b,---- 4 7/11/02 7 ra io fre 1 | a i: < Ohe Ol mM = 2 ov | MTS | EASEMENT REC. NO ape l mPa fry _ 29“. 20001113001464 ac tt x 00 ie) | NORTH 5 FEET 3 ee | w as _ OF PARCEL C ia 16) wad | = = Z Is O til 72) | WF wl < iad | MN a <0 fe pee ie” Y) ao ; ea me ee “| 16’ POWER EASEMENT EAer men) Bee: < I= TR _i REC. NO. 5898044 Ne saree ta + , O | es SOUTH 15 FEET ao aakal = Ne FOUND CONC. MON. AS NOTED Pen at et : | FINAL PLAT MAP ngineers e anners e urveyors 4 FOUND SURFACE MON. Engineering 4032 148th Ave, NE ioe THE VINEYARDS Corporation a e FND REBAR AS NOTED P a ee , — ‘ . ae EE soil A DWN. BY DATE JOB ‘NO. fe) a ie As REBAR & PHONE (425) 881-7430 Fax (425) 881— LA \ Raa ty KVC 05-30-02 9838 2VAL LAN CHKD. BY SCALE SHEET - . NAIL & WASHER EXPIRES: JULY 30. qoo4 . ; 4 5 SET IN BACK WALK P1\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 0142123 PM PST UysssssssSs9s58-22222222222270 GTC 1 =40 OF Zz N7n “a RECORDING NO. VOL. /PAGE “y 6s Fs Cl ry Of = RENTON LND-— 10-0351 . SCALE: 1°=200° ee PLAT NO. LUA—02—125—FP 0 100 200 300 400 500 600 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, TWP. 23 N.,:RGE. 5 E., W.M. FOUND CASED 4” X 4” CONC MON ne WITH 1 3/4" BRASS DISK AND PUNCH MARK AT INTERSECTION WITH NE 10TH STREET CITY OF N 00° 25’ 20” w RENTON CONTROL MONUMENT NO. 1311.895° oh 895 : / 2611.44’ VISITED APRIL,4,2002 , 9 gio N 88° 19° 52” w CALC’D. WEST % CORNER OF SECTION 10 \ (10) FOUND CASED CONC MON WITH 2 Pe 4 5/8” BRASS DISK AND PUNCH ne MARK STAMPED AT INTERSECTION a . WITH NE 8TH STREET VISITED APRIL,4,2002 FOUND CASED 4” x 4” CONC MON” ia WITH 1 3/4” BRASS DISK AND) ~~ i T /4” BRAS : | N PUNCH MARK STAMPED LS 28238 | AT INTERSECTION WITH NE 7TH at VISITED APRIL,4,2002 << wee es l a aN - O =. = 3) B28 O GRAPHIC SCALE Bo 100 fe) 100 200 400 ° J 4 (te) 1 INCH = 200 FT. FOUND CASED 4” x 4” CONC _ ci MON WITH 14” BRASS DISK AND NON PUNCH MARK AT INTERSECTION ts, . WITH NE 6TH 0.10 — OF CALC. \ BASIS OF BEARINGS: CENTERLINE \ 4, sid ‘ KCAS (PER PLAT OF THE ORCHARDS titra ahaa Wid ----~--~--—----.-_---..---_.,_] —\, 6th Ble DIVISION 1, VOL. 178, PGS. 81-85) FOUND RAILROAD SPIKF WITH —-———~™ S a ri os ieeelicke i were naea: STREET \\ | 6 PUNCH MARK IN ASPHALT 0.05’ N Pas ‘ tf ( . | % & 0.09 E OF CALC. INTERSECTION es i i 1}-— Q| nN OF CENTERLINE AND ke LINE oO} if! a VISITED APRIL,4,2002 r= N.E.6th if! /) FOUND CASED 4” X 4" CONC MON eek STREET a WITH 1%” BRASS DISK AND PUNCH w \ ane MARK AT INTERSECTION WITH NE So WR 5TH PLACE 0.09 E OF CALC. rare oe CENTERLINE 0 TT ' VISITED APRIL,4,2002 m= Sb el yn ™-——-—— NE 5th ST. Hn ! xt 3} | FOUND CASED 4” x 4” CONC MON _ as. WITH 14” BRASS DISK AND PUNCH 7 MARK AT INTERSECTION WITH NE = 5TH STREET 0.07 E OF CALC. = CENTERLINE = 0 VISITED APRIL,4,2002 hi iF IO » © [e) i Oo, HS ' z ve SW CORNER OF SECTION 10 FOUND CASED CONC MON WITH A 1/8” COPPER PIN Al N 88° 02’ 58"*w - INTERSECTION WITH NE 47H 16 B 15 ; STREET CITY OF RENTON sid samtias \, < CONTRO: MONUMENT NO. 1503 15 nh VISITED APRIL,4,2002 CALC’D. PER (PLAT VOL. 178, PG. 81-85) oo << au Xa i | oO > American Engineers ¢ Planners ¢ Surveyors FIN P T Engineering 4032 148th Ave. NE. — THE VINEYARDS ain Ccorporation “mre y HONE (425) 881-7430 Crs KVC 05-30-02 9838 CHKD. BY SCALE SHEET P:\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 01:42:23 PM PST GTC =a Oo OF cy Ef 02 - 1 2 3 D:\1 OO2108R28\G iruau\ hwnlGR3REP dwa 03/96/2002 09:329:05 AM. HP Desian' - 750C (E AG) by HP.nc3 RECORDING NO. | ee VOL. /PAGE ‘Y CITY OF wl RENTON 4 PORTION OF Sw 1/4 OF THE SW 1/4 OF SEC. 10, . LND- 10-0351 TWP. 23 N., RGE. 5.E.,. W.M. PLAT NO. LUA—02-125—FP Yo ¥ < Be €_ N E / { DEDICATION SITE LOCATION KNOW ALL PEOPLE BY THESE PRESENTS THAT WE, THE UNDERSIGNED OWNER(S) OF INTEREST IN THE LAND HEREBY LONG PLATTED, HEREBY DECLARE THIS LONG PLAT TO BE THE GRAPHIC REPRESENTATION OF THE SUBDIVISION MADE HEREBY, AND DO HEREBY DEDICATE TO THE USE OF THE PUBLIC FOR- EVER, ALL STREETS AND AVENUES NOT SHOWN AS PRIVATE HEREON AND DE- DICATE THE USE THEREOF FOR ALL PUBLIC PURPOSES NOT INCONSISTENT WITH THE USE THEREOF FOR PUBLIC HIGHWAY PURPOSES, AND ALSO THE RIGHT TO MAKE ALL NECESSARY SLOPES FOR CUTS AND FILLS UPON THE LOTS SHOWN THEREON IN THE ORIGINAL REASONABLE GRADING OF SAID STREETS AND AVE- NUES, AND FURTHER DEDICATE TO THE USE OF THE PUBLIC ALL EASEMENTS AND TRACTS SHOWN ON THIS LONG PLAT FOR ALL PUBLIC PURPOSES AS INDICATED THEREON, INCLUDING BUT NOT LIMITED TO PARKS, OPEN SPACES, UTILITIES AND DRAINAGE UNLESS SUCH EASEMENTS OR TRACTS ARE SPECIFIC ALLY IDENTIFIED ON THIS LONG PLAT AS BEING DEDICATED OR CONVEYED TO A PERSON OR ENTITY OTHER THAN THE PUBLIC, IN WHICH CASE WE DO HERE- BY DEDICATE SUCH STREETS, EASEMENTS, OR TRACTS TO THE PERSON OR ENTITY IDENTIFIED AND FOR THE PURPOSE STATED. [1 3 8 t h AV E se : Po s s c s AV 4 - Lak CITY_O T OVALS CITY_OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT MINED AND APPROVED THIS 1.4" pay or FepRVARY . 20.03 V4 Prcee Fy ” CiTy_ OF RENTON RENTON ‘4 q “Nate an VICINITY MAP FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY LONG EXAMINED AND APPROVED THIS ____ DAY oJ pe PLATTED WAIVE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS AND ANY PERSON N.T.S OR ENTITY DERIVING TITLE FROM THE UNDERSIGNED, ANY AND ALL CLAIMS FOR reas MAYOR DAMAGES AGAINST CITY OF RENTON, ITS SUCCESSORS AND ASSIGNS WHICH MAY BE OCCASIONED BY THE ESTABLISHMENT, CONSTRUCTION, OR MAINTENANCE OF ROADS AND/OR DRAINAGE SYSTEMS WITHIN THIS LONG SUBDIVISION OTHER THAN CLAIMS RESULTING FROM INADEQUATE MAINTENANCE BY KING COUNTY. LEGAL DESCRIPTION: CITY OF RENTON FURTHER, THE UNDERSIGNED OWNERS OF THE LAND HEREBY LONG SUB-— PARCEL _A: EXAMINED AND APPROVED THIS DAY OF fare. DIVIDED AGREE FOR THEMSELVES, THEIR HEIRS AND ASSIGNS TO INDEMNIFY : AND HOLD KING COUNTY. ITS SUCCESSORS AND ASSIGNS, HARMLESS FROM ANY THE SOUTH 120 FEET OF THE EAST 150 FEET OF THE EAST TWO -ACRES OF THE SOUTH HALF DAMAGE, INCLUDING ANY COSTS OF DEFENSE, CLAIMED BY PERSONS WITHIN OR OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER CITY CLERK OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, -IN KING COUNTY, WASHINGTON; PARCEL B: THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLIAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 120 FEET THEREOF; EXCEPT THE NORTH 110 FEET THEREOF; PARCEL C: THE NORTH 299 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 153 FEET THEREOF. (ALSO KNOWN AS LOT 2, CITY OF RENTON LOT LINE ACUUSTMENT NUMBER LUA 98-148-LLA, RECORDED UNGER RECORDING NUMBER 9903029027). WITHOUT THIS LONG PLAT TO HAVE BEEN CAUSED BY ALTERATIONS OF THE GROUND SURFACE, VEGETATION, DRAINAGE OR SURFACE OR SUB-SURFACE ZB WATER FLOWS WITHIN THIS LONG PLAT OR BY ESTABLISHMENT, CONST- RUCTION OR MAINTENANCE OF THE ROADS WITHIN THIS LONG PLAT PROVIDED THIS WAIVER AND INDEMNIFICATION SHALL NOT BE CONSTRUED AS RELEASING KING COUNTY, ITS SUCCESSORS OR ASSIGNS, FROM LIABILITY FOR DAMAGES, INCLUDING THE COST OF DEFENSE, RESULTING IN WHOLE OR IN PART FROM THE NEGLIGENCE OF CITY OF RENTON, ITS SUCCESSORS OR ASSIGNS. THIS SUBDIVISION, DEDICATION, WAIVER OF CLAIMS AND AGREEMENT TO HOLD HARMLESS IS MADE WTH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF SAID OWNERS. CITY OF RENTON FINANCE DIRECTOR'S CERTIFICATE | HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS AND THAT ALL SPECIAL ASSESSMENTS CERTIFIED TO THE CITY TREASURER FOR COLLECTION ON ANY PROPERTY HEREIN CONTAINED DEDICATED FOR STREETS, ALLEYS OR OTHER PUBLIC USES ARE PAID IN FULL. IN WITNESS WHERE WE SET OUR, HANDS AND SEALS. FINANCE DIRECTOR ° DARVELL LLC BY. RN AF EDL KING COUNTY FINANCE DIVISION CERTIFICATE | HEREBY CERTIFY THAT ALL PROPERTY TAXES ARE PAID, THAT THERE ARE NO DELINQUENT SPECIAL ASSESSMENTS CERTIFIED TO THIS OFFICE PARCEL D: FOR COLLECTION AND, THAT ALL SPECIAL ASSESSMENTS CERTIFIED THE NORTH 124 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST TO THIS OFFICE FOR COLLECTION ON ANY OF THE PROPERTY. HEREIN QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, CONTAINED, DEDICATED AS STREETS, ALLEYS OR FOR OTHER PUBLIC USE : WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON. | Ae PAID: INULL. rs EXCEPT THE WEST 330 FEET THEREOF; ‘ ) ss COUNTY OF Batieal ‘ecco ) | CERTIFY THAT | KNOW.OR HAVE SATISFACTORY EVIDENCE THAT LARRY LAnvEeLe SIGNED THIS DEDICATION AND ON OATH STATED THAT (HE/SHE) WAS ALSO THAT PORTION OF THE EAST 252 FEET OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 10, LYING SOUTHERLY OF THE NORTH 124 FEET OF SAID SUBDIVISION AND LYING NORTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 10; THENCE NORTH 1650.00 FEET; THENCE EAST 660 FEET; THENCE NORTH 175.00 FEET TO THE TRUE POINT OF BEGINNING OF SAID DESCRIBED LINE; THIS DAY OF , 20 MANAGER, FINANCE DIVISION DEPUTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF , 20 AUTHORIZED TQ EXECUTE THE INST yey} AND pan EDGED IT AS THE w Md MAN Age eee. PAR ELON Ee | TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. THENCE WEST 252 FEET, MORE OR LESS, TO THE WEST LINE OF THE EAST 252 FEET OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE. PARCEL £: , OATED Ao ee > id THAT PORTION OF THE NORTH HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER KING COUNTY ASSESSOR DEPUTY ASSESSOR SiekAORE GE tz OF THE SOUTHWEST QUARTER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, TARY P y Ba Lily WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING WITHIN THE FOLLOWING ’ LiStiaals lic _, AMledle — DESCRIBED PREMISES: SU YOR'S C IFICATE notary euguic Legere A Lten2l BEGINNING AT THE pe eae Bey oe eGuaatrie |. GARY T. CHRISTENSEN, HERBY CERTIFY THAT THIS PLAT OF THE VINEYARDS |, nme _A(OtAHy ot ee eee ee sas IS BASED ON AN ACTUAL SURVEY IN SECTION 10, TOWNSHIP 23 NORTH MY APPOINTMENT ExPiRES Y-]-OG THENCE NORTH 175 FEET; RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON; THAT THE COURSES AND © THENCE WEST 252 FEET: ale aaita AND DISTANCES ARE SHOWN CORRECTLY HEREON, THAT THE MONUMENTS WILL SHEA TE oe oe ee THE Wai LINE OF SAID SECTION: BE SET AND THE LOT CORNERS STAKED CORRECTLY ON THE GROUND; AND THENCE SOUTH 16 FEET TO THE TRUE POINT OF BEGINNING; THAT | HAVE FULLY COMPLIED WITH THE PROVISIONS OF THE PLATTING EXCEPT THE WEST 30 FEET FOR ROAD. REGULATIONS. PARCEL F: ie . i, so THE NORTH 110 FEET OF THE EAST TWO ACRES OF THE SOUTH HALF OF THE SOUTHWEST ZL fe) ‘ Uf DATE:___// 30/2003 < QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 10, CARY(J. CHRISTENSEN /2y [03 ll TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; PROFESSIONAL LAND SURVEYOR | - LICENSE NO. 30444 3S STATE OF WASHINGTON > RECORDER'S CERTIFICATE | Vion OR 10 a Ny ; RIS LV G FILED FOR RECORD AT THE REQUEST OF THE RENTON CITY SURVEYOR'S CERTIFICATE ree NWA erties FINAL PLAT MAP COUNCIL THIS DAY OF 20 _ AT merican Engineers * Planners * Surveyors] § /.¥"s% 4° BF rae one : THIS MAP CORRECTLY REPRESENTS A SURVEY MADE En ineerin 4032 148th Ave. N.E. N os ( b> eC. 4 . MINUTES PAST _______,__M, AND RECORDED IN VOLUME BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH Ecrporation eh ats he Vis fees aN THE VINEYARDS a, OF PLATS: PAGE , RECORDS OF THE REQUIREMENTS OF THE SURVEY RECORDING ACT, om — ee A\ 2 é‘ 7 o)K tease ae "On NO KING COUNTY. AT THE REQUEST OF_ DARNELL LLG eal ass) 881-7430 a (423) 381 773 , SS 1 Ye ie ‘s N . KVC 05-30-02 9838 ~ N « = = b o re YS 2 —() in f KIVISION OF RECORDS AND ELECTIONS IN_sdanveef ae BNE SA 3 Jaz4.T (emtina— | eNO. 3064 ; ; LL oe N | CHKD. BY SCALE SHEET : :S, ‘ EXPIRES: JULY 30. S a a MANAGER SUPERINTENDENT OF RECORDS REGISTERED LAND SURVEYOR ?-\1995\9836\Survey\awg\9838FP.dwo 12/16/2002 06:38:02 AM PST hs sssssassssserzezzzzaaanie GTC NO SCALE 1 OF 3 : FPOH1I2% aps CITY OF = RENTON PLAT NO. LUA—02-—1235—FP 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 NO. 4367 AND AS AMENDED BY ORDINANCE NO. 4740. 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 HOMEOWNER’S RESPONSIBILITY TO PROTECT THE CITY'S DRINKING WATER. EMENTS ESTRIC S 1. AN EASEMENT IS HEREBY RESERVED, GRANTED, AND CONVEYED TO THE CITY OF RENTON, PUGET SOUND ENERGY, QWEST COMMUNICATIONS, AT&T BROAD BAND, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET OF ALL LOTS AND TRACTS, PARALLEL WITH AND ADJOINING EXISTING OR PROPOSED ACCESS RIGHT OF WAY AND AS DEPICTED ON SHEETS 3 AND 4 OF 4 IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN UNDERGROUND DISTRIBUTION SYSTEMS WITH NECESSARY FACILITIES, SIDEWALKS AND OTHER EQUIPMENT FOR THE PURPOSE OF SERVING THIS _ SUBDIVISION AND OTHER PROPERTY, WITH UTILITY SERYICES AND SIDEWALKS, TOGETHER WITH THE RIGHT TO ENTER UPON THE LOTS AT ALL TIMES FOR THE PURPOSES HEREIN TOGETHER STATED. NO LINES OR WIRES FOR THE TRANSMISSION OF ELECTRIC CURRENT, OR FOR TELEPHONE USE, CABLE TELEVISION, FIRE OR POLICE SIGNALS, OR FOR OTHER PURPOSES, SHALL BE PLACED UPON ANY LOT UNLESS THE SAME SHALL BE UNDERGROUND OR IN CONDUIT ATTACHED TO ,A BUILDING. THE EASEMENTS DEPICTED ON THE MAP SHEETS OF THIS FINAL PLAT ARE FOR THE LIMITED PURPOSES LISTED BELOW AND ARE TO BE CONVEYED FOLLOWING THE RECORDING OF THIS FINAL PLAT AS SPECIFIED ACCORDING TO THE RESERVATIONS LISTED BELOW. 2. THE 10 FOOT ACCESS AND UTILITY EASEMENT SHOWN ACROSS TRACT ”B” IS ‘FOR THE BENEFIT OF LOT 17 FOR PRIVATE ACCESS AND UTILITIES. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WITHIN SAID EASEMENT. 3. THE 5 FOOT ACCESS AND UTILITY EASEMENT SHOWN ACROSS Lot 16 IS FOR THE BENEFIT OF LOT 17 FOR PRIVATE ACCESS AND UTILITIES. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE | MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WITHIN SAID EASEMENT. 4. AN EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER THE WEST 5 FEET OF LOT 16 FOR SEWER. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC SEWER FACILITIES WITHIN SAID EASEMENT. 5. A 10 FOOT WATERLINE EASEMENT IS HEREBY DEDICATED TO THE CITY OF RENTON OVER A PORTION OF LOTS 32 AND 33 FOR WATERLINE. THE CITY OF RENTON IS HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THE PUBLIC WATERLINE FACILITIES WITHIN SAID EASEMENT. 6. A 3 FOOT UTILITY EASEMENT IS HEREBY GRANTED TO LOT 17 OF THIS PLAT. THE OWNER OF SAID BENEFITED LOT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE FACILITIES WMTHIN SAID EASEMENT. LND-10-0351 ON_O VENANT: THE OWNER OF THE LAND EMBRACED WITHIN THIS: GONG 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 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. NOTES: 1. TRACT "A” WETLAND IS IS TO BE PRIVATELY OWNED IN COMMON WITH .A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT. 2. TRACT B, "DRAINAGE” IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT. THE STORM DRAINAGE DETENTION AND WATER QUALITY FACILITY LOCATED WITHIN TRACT B SHALL ALSO BE OWNED IN COMMON, 1/42 SHARE FOR EACH LOT WITHIN THIS PLAT. THE COST OF OPERATION AND MAINTENANCE OF SAID STORM DRAINAGE DETENTION AND WATER QUALITY FACILITY SHALL BE THE 1/42 RESPONSIBILITY OF EACH LOT ~/ OWNER WITHIN THIS PLAT. THE CITY OF RENTON SHALL HAVE THE RIGHT TO INGRESS AND EGRESS THROUGHOUT TRACT B FOR THE PURPOSES OF FACILITY INSPECTION AND TO REASONABLY MONITOR THE PERFORMANCE, OPERATIONAL FLOWS OR DEFECTS OF THE STORM DRAINAGE DETENTION AND WATER QUALITY SYSTEM. IF THE CITY OF RENTON DETERMINES THAT MAINTENANCE OR REPAIR WORK IS REQUIRED TO BE PERFORMED, THE CITY SHALL NOTIFY THE OWNERS OF TRACT B AND GIVE NOTICE DESCRIBING THE REQUIRED MAINTENANCE AND/OR REPAIR AND A REASONABLE TIME IN, WHICH THE WORK IS TO BE COMPLETED. IF THE REQUIRED MAINTENANCE /REPAIR |S NOT COMPLETED BY THE OWNERS OF TRACT B WITHIN THE CITY OF RENTON SPECIFIED TIME, THE Cli'Y MAY PERFORM THE WORK. THE CITY WILL SEND NOTICE TO THE OWNERS OF TRACT B STATING THE CITY’S INTENTION TO PERFORM SAID WORK. MAINTENANCE /REPAIR WORK MAY COMMENCE 7 DAYS AFTER CITY GIVES NOTICE. THE OWNERS OF TRACT B ARE RESPONSIBLE FOR PAYMENT OF ALL COSTS ASSOCIATED WITH MAINTENANCE /REPAIR OF TRACT B STORM DRAINAGE DETENTION AND WATER QUALITY FACILITY. SAID PAYMENTS ARE DUE TO THE CITY OF RENTON WITHIN 30 DAYS OF INVOICE FROM THE CITY. OVERDUE PAYMENTS WILL REQUIRE PAYMENT OF INTEREST CHARGES AT THE CURRENT LEGAL RATE AS LIQUIDATED DAMAGES. IF LEGAL ACTION ENSUES, THE PREVAILING PARTY IS ENTITLED TO COSTS OR FEES. 3. TRACT "C” PUBLIC OPEN SPACE IS IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT AND PATH. 4. TRACT "D” WETLAND IS_ IS TO BE PRIVATELY OWNED IN COMMON WITH A 1/42 SHARE BEING ASSIGNED TO EACH LOT WITHIN THIS PLAT, AND INCLUDES ACCESS TO AND MAINTENANCE OF SAID TRACT. 5. TRACT "E” AREA RESERVED FOR FUTURE DEVELOPMENT IS RESERVED TO THE OWNER DARNELL L. L. C. 6. EASEMENT RECORDED UNDER RECORDING NO. 717661 DOES NOT CONTAIN SUFFICIENT DESCRIPTION TO DETERMINE THE EXACT LOCATION WITHIN THIS PLAT. ada: 7. EASEMENT RECORDED UNDER RECORDING. NO. %:5575608 DOES NOT CONTAIN SUFFICIENT DESCRIPTION TO DETERMINE THE EXACT LOCATION WITHIN THIS PLAT. 8. INSTRUMENT DATA: NIKON DTM—520 5 SECOND DIRECT READING TOTAL STATION. PRECISION OF CONTROL TRAVERSE IS AT HIGHER LEVEL THAN MINIMUM STANDARDS, AS REQUIRED BY WAC 330-130-100. RECORDING NO. VOL. /PAGE SCALE: 40 2 e) 40 80 160 200 240 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M. \1998\9638\Survey \dwg\9838FP.dwg, 02/26/2003 09:32:59 AM, HP DesignJet 750C (E_A0) by HP.pc3 Lid 9. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENTS AND = RESTRICTIONS OF THE HOMEOWER’S ASSOCIATION FOR THE VINEYARDS cae FILED UNDER REC. NO, _____ = © > American Engineers ¢* Planners ¢ Surveyors FIN P T MA Engineering 4032 148th Ave. NE. = THE VINEYARDS Ccorporation — eamons. WA 98052 = ah DWN. BY DATE JOB NO. KVC 05-30-02 9838 CHKD. BY SCALE SHEET PI\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 01:42:23 PM PST GTC =40 OF o FY OF-1ld3 CITY OF RENTON NOTES: BASIS OF BEARINGS: 1. Zi INSTRUMENT DATA: DIRECT READING NIKON DTM—520 5 SECOND TOTAL STATION PRECISION OF CONTROL TRAVERSE |S AT HIGHER LEVEL THAN MINIMUM STANDARDS REQUIRED BY WAC 330-130-100. KCAS (PER PLAT OF THE ORCHARDS DIVISION 1, VOL. 178, PGS. 81-85) LND-10-0351 RECORDING NO. VOL. /PAGE SCALE: 0 40 80 120 160 200 240 PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M. — eel ‘um ' 3' UTILITY EASEMENT ‘ | eh mer 43 Ww ee pi heme teenie SEE NOTE 7 SHT 2 a 81.46 + x ro 15’ ACCESS EASEMENT sag ae S } a fe — Se N8811'31"W 346.43’ 15’ ESMT. 3070188 94 oo |) S ae p—— 9 ——— —— — —4+_N88111'31"W— ’ On . fe, sa he ie ee BINS1"W— | 160.25 TN Fg 40 Oe Ee 3 —N87"1'49"W N.E.6th mo oO\e, —F = 14.78 <= ==] A — 126.18" 2 ' eau > w 21.00° S) Gi mr 6 Se ve eo 5 fa o on .s e STREET 2 is, A va4om wt w = w = 12 p N “I 2 fo} I 7a fo) £ lo oO wo OQ “LON fry PIns , z = re @ | Ww for) | 44° AQ” = = » a =o = fy im RIN ¥ : oa N87°11'49"W : = eOpy ca ta oe 51S on 8 : : 2\ <p % Paso slo 3 ; 2 78.77" ma oO a m m= a IN Bal m . A ‘ \ o) a a2 ante : 7 L N88°11'31"W © or oUm7 77 ( Z ao mm i . Zz 3 O + Oo O 4 EN A) wY 76.60 —< 2 NODES ~ ai = = 8 vn so 4 = Gu “J - | a ° ‘60 i on NI blo 233 en re) > NY oH b ° A N oe w 1 N es FCO BHF S 28 . 0 — - [¥] + > > LP 1) Oo . 2 No o v2) on = oO ‘ —| a 4 e 30 eo = ° a a a CN 8 In n~me* “T] Oo =i © (@) oO on ~ for] ro) — D nm ya Ww! Saw ° ie ar ites : _ e) oo a ° IG m o wg mcC8s 26 ro a oe ges 4 LN8811’31"W OS a 2 = je oe et, a= : 5 > 3 2 ‘ q 6 ra ‘ wa N87°41'51"W > Ho =O < oa [> 2 71 G) _ 45.00 : = [or v ) ut > en: a ON: S “m7 WO o 105.11" “Wz Pus 2 2 y : -=—5,00' 2 Z™ 0. 7 a cme S N88°11'31"W b _ o Sh ~ a | g 7 eee 78.42° ~% rs) on 5 3 O4 om O m bo BS. 8 S da 9 Ong fe) = Gy €) @ - [o>) 2 > = . wn 2. = = a NS S Y m > . & \ - = S v 15’ ACCESS AND ' Bo 3{2 : oo B 21 00”. log 00’ ed _ =o * —_r} ane | se : “che . tian 0 LOT 17. SEE EASEMENT 2 - > 3a" ag , NOTES 2 & 3 SHT 2 “ / wn i) = Oo 223.42 : on - > Nn LA] 45.00 A _50.53° ° = Pw FZ = ns mC, aa y | ne e ] » on . Oo . fe _— _ _| N88°11'31"W_153.12" FROM_CITY A =) N.E 5th CO = “A a ee OF RENTON MONUMENT LINE TO ~& " ~ = é NBS WN ee URT 2. din y 12 = > mw | PROPERTY LINE ON CENTERLINE 5 maar - ‘. ae. et a/ FS 6 | EXTENDED 3 N 2 + og 6 ; “> -~o— ny, a 3S iN a 44.78’ 40.00’ ee 6 —_O— oO o ae ( f 40.00 y 40.00 r= 40.00"—7 40.0094 —Oo- oak > = {7G 0.00 32.54 F-) © — 204 = - - ie hy mama7 ond BMS °,,5 ww re - = rs Fe - ofo. ‘ 7 OM Cu NI » c3 © = % = te C10 rs ae ge paAm agin “EW N oa 4 ” Ss oo re) = 8 m=- ae ar an @ 5 & z & ws ue = - = Zz ees am OFS = o([> el io z Ie 2 es a ie | on ve) m = DN on ae p Of] Oo _. (Ss) © _. S Oo z @ . = Zz ~ agg ne “ 2 NIG 2 3] m& on” ys aA Gwoft ay of= GAs 16 mo. Zz 4 S w 9 b co.) Oo 226 2 2 eZ ae £ Be 2 8 wo S8 pM Se vgs gee SoSle 8 Sig % 2 Zi = ee Ro . at ree bo! ls 2 Bhs Ss of # ME Yo ofa “oo Ale 4 So Oo GRAPHIC SCALE ues ies. b f= m e ae a "|@ + apr ™-. Bie 2 wn no NIG a em “n 20 ¢) 20 40 80 Ow *- zB 0 m ; ne © a tS al {oO 7 : nm a 2 { + Zon m ne , m a = a mn 7 ZMQn 12 A a ad as 1 INCH =40 FT. ~ 4 = ; \ 458 O Os aa \ | ; o ae re ee RR A SR sem re ae ae a i Se . 41.00 LK 40.00" | 40.00’ aul aa 2) rl ; T I ~> — — Jee t2.00 ' A_40.00'__ 5 _ o | i: | “4 | / | . N88'°11'31"W O90 | ‘6’ WOOD FNC ' > 5 | 23 = | S 6. "6 WOOD FNC. ‘6’ WOOD FNC. \¢ . 6’ WOOD FNC. 6” WOOD FNC 6’ WOOD FNC | S | — S 0.50" $0.14" © 8" WOOD FNC. Sg" WOOD FNC. ~ 6’ WOOD FNC. Eb ape re. og Gor ‘6 a0" Pr 6’ WOOD FNC. | 4 BOO : 5 oz AT SET COR : : S 0.30’ i : er an LINE. TABLE LINE TABLE CURVE TABLE CURVE TABLE | LINE-NO] DIRECTION LENGTH LINE—NO] DIRECTION LENGTH CURVE NO.] RADIUS | LENGTH | TANGENT DELTA CURVE NO.| RADIUS | LENGTH | TANGENT DELTA | 1 N19°43'21"E 18.08 17 |N37°46'29"E|_ _ 30.84 cil 55.00| 278.19] 38.65] _289°48’03” ci6] 71.00] 4.52 2.26 3°39'01” | | 2 N19°43'21°E 6.88 18 | N51°09'31"E 41.12 C2] 25.00] 23.95 12.99 54°54'01" C17[ 50.00] 80.36 51.85 92°05'08” | 3 |[Ng9°43'21"E 23.41 19 |N42°43'09"E 30.19 C3| 25.00] 23.95 12.99 54°54'01” C18] 55.00] 94.66 63.95 98°36'22” — 4 |N0016'42"W 8.49 20 _|NO3°59'26"E 34.70 C4| 221.00] § 48.38 24.29 12°32'34" C19} 55.00} 26.45 13.48 27°33'03”" | N50°00'11"W 3).51 21 NO3°53'42°E 28.87 C5| 179.00 39.19 19.67 12°39°34” C20| 55.00 56.12 30.78 58°27'48" NE — 6 _|N1215'55"E 4.05 22 [N19°43'21"E 25.33 cé] 25.00] 37.93 23.69 86°55'11" c21{ 55.00] 60.31 33.59 62°49'21" Pp is) t I 1 . | . 7 __|N1215’55"E| 2.24 23. |No016'39"W 51.13 C7| 25.00] 40.61 26.38 93°04'49” C22| 55.00] 40.66 21.31 42°21'27" ~~ St Fe [nsetrso"e| 27.26 24 _|Noo'25'13"w| _16.01 cel__71.00{ 114.11] 73.63 92°05'08" C23| 200.00] 43.78] 21.98] 12"32'34" _ | 9 NO2°21'31"E 24.47 25 N12°15'55"E 1.11 C9} 29.00 46.61 30.08 92°05'08” C24| 179.00 3.93 1.97 01°15'29” 10 N17°37'58°E 26.28 26 N12°15'55"E 5.18 C10 71.00 4.83 2.42 3°54’03” C25| 179.00 35:26 17.69 1117'07" 1 [N13°54'41"E 31.72 27 | NO1°42'44"E 10.81 C11] 71.00] 20.95 10.55 16°54'25” C26| 221.00] 37.78 18.94 09°47'39” ] 12 |NOQ7°20'30"E 21.50 28 | NO1°42'44"E 6.85 C12} 71.00] 20.95 10.55 16°54'25" C27} 221.00} 10.60 5.30 02°44'55” / | 15 _{N41°32'20"E 13.73 29 |N44°57'24"E 19.24 C13] 71.00] 20.95 10.55 16°54'25” 14 | NO1°41'22"E 29.62. | cif. 30 [N44°57°24"E 17.44 c14{ 71.00] 20.95 10.55) 16°54'25" Lu 15 _|N16°07'10"E 30.0%7..°" 31 | N20°31’58"E 71.57 C15| 71.00] 20.95 10.55] 16°54'25" ro) 16 _[N4116"59"E 38.31"). 32 | N88°15'40"E 10.00 = ine al O > Si FOUND CONC. MON. AS NOTED FINAL PLAT MAP American Engineers * Planners e Surveyors a) FOUND SURFACE MON. Engineering 4032 148th Ave. N.E. ae. THE VINEYARDS Corporation Redmond, WA 98052 ¢ ° FND REBAR AS NOTED a re » si == = ——— DWN. BY DATE . fe) SET 1/2” x 24 REBAR & PHONE (425) 881-7430 Fax (425) 881-7731 KVC 05-30-02 9838 CAP, LS 30444 @ NAIL & WASHER CHKD. BY SCALE SHEET SET IN BACK WALK P\\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 0142123 PM PST GTC 1”=40’ OF 5 FF OA-|aAs aS PER = = RECORDING NO. VOL. /PAGE " 4 & CITY OF aS —— wl RENTON == SCALE: oa, PLAT NO. LUA—02—123—FP LND-10—0351 O 40 80 120 160 200 240 ° GRAPHIC SCALE PORTION OF ae a eae 80 SW 1/4 OF THE SW 1/4 OF SEC. 10,. 1 INCH = 40° FT. TWP. eo N., RGE. 5 Ei, W.M. j \ \ 7 / | \ ) J / \ / / | \ | / 7 es f | \ l # endl / | \ ae 4° # “4 a CO | sees vi nad i x . A ' | acres rN rN ee reese ey \ mt | - a / FND REBAR AND CAP ‘ jaw | Pe EEO geet aiN ' Ws ha PS, TO FO \ FND REBAR AND CAP FND REBAR AND CAP CAP UNREADABLE fx] a4 FND 4 | Ras) / R “yh? \_ LS 14491 ana N 0.10’ & E 0.10’ S 0.19" & W 0.07’ -1)|) BRAS! | / visi | ee . Yo oe a | FROM THE SW COR OF PROPOSED LOT COR. Zz. DOWN END REBAR AND CAP / | E Pi FNC. % ae ata | LOT 12, ORCHARDS 7/11/02 OF NE LS 9690 £.C. SPROUT | 6’ WOOD FNC.” s woor ences oe \ "9/11/02 Cie iontee S 0.05’ & W 0.24’ | U- - 9 35° a “EF gov eo ‘ \ / N 0016'39” W N OC 7/11/02 Z af pomee(” oe = 3004 49 . 40.00) 40.00 j 100.05 114.00 6’ WOOD FNC.| 6’ wood ENC) 6’ WOOD FNC.} 6’ wood FNC.| | 6’ WOOD FNC.| 6° ‘woop FNc.} 8 WOOD FNC. gf 2 a2 » E 0.28 E 0.45 E 0.46 E 0.36 6’ WOOD FNC.| E 0.55 E 0.45" E 0.43 a 7 6,499 Sq.Ft. ae S| oes ae Meat DQ BB = S SO < ; et. " Ps a 5 L32 5" 10’ WATERLINE S\© ——e ATP 4,200 SqFt. 28 27 25 24 23 FI Rais EASEMENT as 670 ia i 4,200 Sq.Ft. | 4.200 SaFt 26 22 21 ee ba hal 0G 5,057 rN j SEE EASEMENT SI5 an eae 1 he aFt. | 4000 Sq.Ft. | 4200 SqFt. | 4,200 SqFt. [4,200 SqFt. |4.200 sqFt. 5,110 Sq.Ft. Ko RIS ps. N20+35 atone Sle =| 53 ae a ul wl wo a wi) we 7 * I) lb = ® 20, = ria ~ fo) hon “10 | E 7] 22 —I- 1. = <|+ a ‘ a | ~ VBS 676g A 2 Z|" alg ale ale Soa8 S18 Ris. G8- Ale Elbe a a L28 <Q ~ ~ Zz aa Ws rol ee M18 eh 2 Se Mls wun Pls T16 a Ke) ‘rin 7s in >|° “18 FIS HESS Se BIOHZLS He % | o] 7 oy) . . L30 {~2 on L 25 00 | abe OI <9N a7 ol" <EG BY” aE = 30.00’ =I] |30.00° + a Te o L 26 » = 2 Zz] 3588 4 z| 2=356 Zz 5 / 4 O 664 658 636 A 624 Aw 612 606 ike - a0 as ( ro _ 652 ts Bie OWN gig NO016'39"W = 6,613 SqFt. \ 5 630 ; <O ee ey Be CF Cis Fi 36.077 | 40.00’ ’ 40.00’ ( 40.00 q 40.00 A 40.00 40.00 t 40.00 68 t 682. © a = C5 Os mls 0, © © . 2) CN i a 2S S576 * —\ 8 0 = eee 2: as > fe wy NO4‘15'08"E Sy tent Pa _ _ __N_0016’39” vwVWASHON PLACE N .E...391.96 : z a i _ tte . ae {ia oN ‘ei Ve 100.21’ Q : 7 523.34’ 2 o = ° L14 - Ws 62 2 2 e | = a SE C25 Oo —O—a00 fs 4 40.00 ~~ 40,00" O—40.00 43.80" . ~ 7 49.96' 5 ° Tt 659 653 639 8 ™ 671 3S 36 ; <a a a2 6150 FND REBAR AND CAP 3 | 571 . és wif 5992 SAFE) 3 793 sqrt. 57 8 58 39 49 : MG LS 29276 _ [o =|. N Slt m “| 3,800 Sq.Ft. wl 4,736 Sq.Ft. 40 41 fen) N 0.25 & E 0.02 ee 20 me ~~ 4,809 Sq.Ft 2) be N13 nl; - 4,736 SqFt. | 4.736 SqFt. | 4.736 SqFt. | 4955 SqFt. IN ae ite [S ca pe se o _ 18 rd bit a8 ” wt uu uw uu 19 —-FND REBAR AND CAP FA lig Gl 3.784 Sart. of” N — oO alo ty] =|. +l. al +L ad = MG LS 29276 aes 2 ~ TRACT D = 2 od Ny Nts Ny SN QS of= N 0.16’ & E 0.11" Git a Le) Pare fc oR EE ; z ©] 0d BP] od +] 00 +] 0 t+] 00 7 ae / . . . 0 @) ; Pa SIs WETLAND >, \_25' WETLAND [BUFFER |= OIE he QE &| = = fs Gin a 5 5 17,624 SqFt. , ns i 2 2 2 = + an ia dy ct : Bi : aa I Fecm ty UZ > 43.91" 2566" ee eee 00 Fz | NO1°48'29"E 79.9 = On Lf = vo &9 _ : MOSSS'9)"E £2 33.54 | 40.00’ 4 ss mG 8 = os L.20 ew ee So ee \ : : > 136.95" vel, Lae a i Se e” : Y - 3,599 SqFt. : 1630" : 1 | om _}8 XN 00716'39" Ww 188.08 a J 79.92' © Foo r7) w : FO FND REBAR AND CAP NO0O16'39"W be | "48°99" |? FND REBAR AND CAP Pa \ LS 14491 = NO1°48'29"E DEI LS 28238 ; Lg = FND REBAR AND CAP N 0.19’ & E 0.06’ . = N 0.01" & W 0.04 i -_ : LS 14491, RES % = | 7/11/02 ba TRACT UE co N 0.147 & E 0.13’ 2 FND REBAR AND CAP 5 <n = UK oi. $89'09'25"E, 12.73 Q N 0.08’ & E 0.36’ LS 29276, 35145 32434 ® FUTURE DEVELOPMENT ofa FROM PROP. COR. FND 1/2” REBAR NO CAP Oe SqFt foo re N 0.35’ & W 0.77’ 7/11/02 = | iis = FND 3/4” IP : ony a uid , , A — Se N 00°2513 W 124-6 \ 2 N 0.38 hea W 0.83 n ase \ Oo. aa , * “Eo . Op) the] I END REBAR AND GAP fo) Be a0 ery 6 | ~~ FND_ REBAR AND CAP LS 14491, RES ; a ~t EAST LINE OF Zz t ARNETT LS 10702 N 0.04’ & E 0.01’ . 00 16’ POWER ESMT. 0.17" 0.26 iat Jey (OF O | i os ihe 7/11/02 mpo iy REC. NO. 5898044 | ey 7 7 s}o JP ; ee | old E @ =e | MS FS | EASEMENT REC. NO a. = | ofa fs . 20001113001464 aS - 00 ae) | NORTH 5 FEET ra ! «© as _ [= OF PARCEL C Ug ron co rae i ©) tid 72) | VANS ian Wf < ae ae —~ = as OL ian : T REC a |e > si a as a ca “| 16° POWER EASEMENT eee a 4 TR: S REC. NO. 5898044 +! : | SOUTH 15. FEET tds + - W = He FOUND CONC. MON. AS NOTED i id evesteak aa 1 ' FINAL PLAT MAP ngineers e anners ° urveyors 6 FOUND SURFACE MON. : Engineering 4032 at ave. ne - THE VINEYARDS r i wna © FND REBAR AS NOTED Corporation _ ‘ »”» » —_— : a <= = vy ; Fe fe) ne We eae REBAR & HONE (425) 881-7430 Fax (425) 881-7731 == 14) KVC 05-30-02 9838 , ¥ o NAIL & WASHER ; CHKD. BY SCALE - |SHEET 4 ” ’ SET IN BACK WALK P1\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 01:42:23 PM PST inessssssssasssczzeeerezez77 GTC 1°=40 4 OF a Ee 00-13 D'\ 1 QOR\ORAA\G irvev\dwalGR3REP dwa. 02/26/2003 09:30:25 AM. HP Desicn let 750C (E AO) by HP.pc3 RECORDING NO. VOL. /PAGE ib CITY OF atti bes = RENTON LND- 10-0351 . , SCALE: 1°=200' 0 PLAT NO. LUA—02-—1235—FP 0 100 200 300 400 500 600 PORTION OF = SW 1/4 OF THE SW 1/4 OF SEC. 10, TWP. 23 N., RGE. 5 E., W.M. FOUND CASED 4” X 4” CONC MON WITH 1 3/4” BRASS DISK AND PUNCH MARK AT INTERSECTION WITH NE 10TH STREET CITY OF N 00° 25’ 20” w ; RENTON CONTROL MONUMENT NO. 1311.895° 806 ‘ VISITED APRIL,4,2002 9 Y10 N a ae Ww CALC’D WEST % CORNER OF SECTION 10 : iy 10) . FOUND CASED CONC MON WITH 2 oa 5/8” BRASS DISK AND PUNCH re) MARK STAMPED AT INTERSECTION a ; WITH NE 8TH STREET VISITED APRIL,4,2002 | 1 , \ FOUND CASED 4” X 4” CONC MON ial | | | i WITH 1 3/4” BRASS DISK AND) ~~~ t | ' NY PUNCH MARK STAMPED LS 28238 fof AT INTERSECTION WITH NE 7TH ee VISITED APRIL,4,2002 — & wn Y | my » (-O om N ae i =e <r Zu b> Coa © BOF ' GRAPHIC SCALE sx ib 100 @) 100 200 400 oS \ ee | oO Pa 1 INCH = 200 FT. FOUND CASED 4” X 4” CONC N Ra. MON WITH 14” BRASS DISK AND SON PUNCH MARK AT INTERSECTION " WITH NE 6TH 0.10 E OF CALC. \ BASIS OF BEARINGS: CENTERLINE \ * ' VISITED APRIL,4,2002 Veg __ t KCAS (PER PLAT OF THE ORCHARDS a a ee] Shy eh Bo DIVISION 1, VOL. 178, PGS. 81-85) FOUND RAILROAD SPIKF WITH = ——-~ x ; . >Re STREET \, | 6 PUNCH MARK IN ASPHALT 0.05’ N ae { ef ( mie & 0.09 E OF CALC. INTERSECTION ae i, ii i QI) N OF CENTERLINE AND }e LINE oO) 5 it - eee illic teins Be a “ N.E.6th | ift es FOUND CASED 4” X 4” CONC MON a STREET at WITH 1%” BRASS DISK AND PUNCH “ pets MARK AT INTERSECTION WITH NE ee ys 5TH PLACE 0.09 E OF CALC. a CENTERLINE he pt : : VISITED APRIL,4,2002 a Le @] va) A < a FOUND CASED 4” X 4” CONC MON” WITH 14” BRASS DISK AND PUNCH - MARK AT INTERSECTION WITH NE = 5TH STREET 0.07 E OF CALC. a CENTERLINE - 2 VISITED APRIL,4,2002 ‘we \, NO « OD 2) +o YU = SW CORNER OF SECTION 10 FOUND CASED CONC MON WITH 1/8” COPPER PIN Al N 88° 02’ 58” w 10 INTERSECTION WITH NE 4TH : STREET CITY OF RENTON 2585.75 |, E=¢ CONTROL MONUMENT NO. 1503 © 15 VISITED APRIL,4,2002 CALC’D. PER (PLAT VOL. 178, PG. 81-85) o a << an a ~ = O > American Engineers ¢ Planners e Surveyors FIN P T Engineering gos sn -- ‘THE VINEYARDS corporation “or eae DWN. BY ~ | DATE JOB NO. PHONE (425) 881-7430 Fax (425) 881-7731 KVC 05—30—-02 9838 CHKD. BY SCALE SHEET P:\1998\9838\Survey\dwg\9838FP.dwg 02/11/2003 01:42:23 PM PST GTC 1°=40' s) OF s) F? Galo Dt tno: a me naa Akan 24h C0 2 le fl eee me oe lO 6 8 ee as CITY OF RECORDING NO. VOL. /PAGE RENTON LUA-—XX—XXXX—FP LND-10-0351 ”? ’ SCALE: TT =200 Pe AT NO. 0 100 200 300 400 500 600 g PORTION OF SW 1/4 OF THE SW 1/4 OF SEC. 10, S> TWP. 23 N., RGE. 5 E., W.M. SO &Y aS & 6G : LAT) coc” => xe NN = at ly S — SCF cg ® ge S day ire & Q FOUND CASED 4” X 4” CONC MON ~___ew WITH 1 3/4” BRASS DISK AND Doe PUNCH MARK AT INTERSECTION N er 25° 20" E WITH NE 10TH STREET CITY OF 311.895 RENTON CONTROL MONUMENT NO. 806 2611.44’ __# N 88° 19° 52” w CALC’D. WEST % CORNER OF SECTION 10 . ~ \, —(10) FOUND CASED CONC MON WITH 2 / © 5/8” BRASS DISK AND PUNCH re MARK STAMPED AT INTERSECTION at ll HE WITH NE 8TH STREET 1 4 Nu Pa ' { i i Un) Sy FOUND CASED 4” X 4” CONC MON ———~ bo; Gt . WITH 1 3/4” BRASS DISK AND fo 6 YG PUNCH MARK STAMPED LS 28238 | id | AT INTERSECTION WITH NE 7TH \\ a << { li = NK he) © f ‘ oan ara GRAPHIC SCALE var = Ran ee eK mere an) . 100 ) 100 200 400 =< © —— j S A} 1 INCH = 200 FT. Og oO ‘ » i m B FOUND CASED 4” X 4” CONC N * BASIS OF BEARINGS: MON WITH 1%” BRASS DISK AND x § ‘ PUNCH MARK AT INTERSECTION z KCAS (PER PLAT OF THE ORCHARDS WITH NE 6TH 0.10 E OF CALC. ls DIVISION 1, VOL. 178, PGS. 81-85) i : 7 Ole FOUND RAILROAD SPIKE WTH ~~ \ | 8 PUNCH MARK IN ASPHALT 0.05’ N © | 82 & 0.09 E OF CALC. INTERSECTION nN ans OF CENTERLINE AND X%@ LINE pe = Xe) N . FOUND CASED 4” X 4” CONC MON ~~ oo WITH 1%” BRASS DISK AND PUNCH @ 7 a a ‘ MARK AT INTERSECTION WITH NE 2 e} «| af cf af al 51H PLACE 0.09 E OF CALC. a TA \t CENTERLINE a 8 ow oe oe re 7 Ne) | ” iT. “A ft a2 | FOUND CASED 4” X 4” CONC MON WITH 1%” BRASS DISK AND PUNCH = MARK AT INTERSECTION WITH NE ; 5TH STREET 0.07 E OF CALC. to. CENTERLINE ~o N Tole NO ha 2) 2 SW CORNER OF SECTION 10 \ FOUND CASED CONC MON WITH 1/8” COPPER PIN AT N 88° 02’ 58” w INTERSECTION WITH NE 47H - LJ STREET CITY OF RENTON 2585.73 ip SOc : O CONTROL MONUMENT NO. 1503 CALC’D. PER (PLAT VOL. 178, PG. 81-85) ’ tli as a NN | e) = American Engineers « Planners ¢ Surveyors 7 Engineering — 4032 14st» Ave. Ne. THE VINEYARDS Corporation _< (Geet a ( DWN. BY DATE JOB NO. PHONE (425) 881-7430 Fox (425) 881-7731 # # # “=| B A\ PX Not BF KVC 05-30-02 9838 CHKD. BY SCALE SHEET PI\1998\9838\Survey\dwg\9838FP.dwg 10/11/2002 110153 AM PDT GTC 1”=40’ 5 OF D F@ 02-1leS8 cg meerenrceres y ‘a - —— ae S : [r S Eo By . : 60.03 ar | uJ SP 7781 seogs | 975) 8 | @93 LT \€3 104.35 U L — | UO? (2) peinienerniemiass & i os é = 6) = dagen = «(0.46 Ac, = é «40h. L, 8 ‘|r vilyse e _it |} 10 yt ee 8 300.99 = ; 269.99 {bv i) 8.13 316.38 oT Brn, 68. . Tl | ae 0 fed 6 gs gD, 4 : _ | a 12 uj |S rez 85 4 Sigg UN "he us ie 337) ‘|: 1278.39 . = - £3178 _J > eye & i oO rract ‘cB Je 714 e 2|7@% wat 11833 % S | . N8---~=== Wail a > B 5 . fe: ; Kiwanis EN laa w —— _| al sp: 1278.85 q eae , HE 2) fs BAU a x i , x] - : + Ke d i P a i k seh Uy! School District 403 3.23 Ac. }J—___--- ——-4 Sremponsay 43| Srvaw-a-row ee aes ee VA | I i 5 a 1 [s0P~ 3s ii 136.06 6 pee Kee? 6 Bin °F i ee = Z ip) 2 4°" * ue 8 : feziz.! pe , /000-R~ =f f ae s) R ‘ vape \ a(ait . a ait { HONE w , - noes J : i$ f 1 ee 178 = 5 [o) is [SERA a an j . he o ee : X) * Shim eB 3 eS = Ky eet. | tia | aa : fs! School District 403 3.62 Ac. & @ rr) apes N.E.°8TH g -k ‘ti BI Ba $533 a) 786 ie FS " mo I? , . AS EEF a 2 ev g (A) 3 we OTR. Fg 7 uesB] ss é EZ ISES | S % Shirl | | 8 ui ys pu’ S —— i : ; : CY, een ye GEE pt ; > pd fs cs 8 | fy : j 78.06 5788 ® =z kt [P GAs 30/30 "ROAD ESMT. 652.6 _&____CEN. & SEG. 10 632.28 _FSMT5 cs 632.28 3 bs 8551 eos] 3) aS we T23u,~ PSE: 3 407.28 “C8. 20TH ®[st)¥ 150 =] S03) 60° Ih 4 wey y “3g 2 § ee 152.28 150 ~ a aes a ta & > g tI| 22006 g : Ni < 2 PUSS ud hg 2 ° Ce BY, &, ; 38. 254, uD B14 Ac. 0.46 Ac. § 0.05Ac] 040Ac: 2 : 55.39 ‘ ier ioeg : Ee on Se ee ® SE | ; N : 2. ; 9, F VY . i he TTT bes Se fa =i . g aca a n , <x fe] 4 i Oo eee | OT Fl aj 6/514 /y3 | 2] : : J ae N ie Re fe a : ee 2 ha’ & vy deers 3) <i) MCL lg = /e[Foe) ¢ 1.12 Ac. ! 0,30Ac. 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S| 0.56Ac. | ~ “Re: : pre - . $2 4 a ° ! | -- \ 1 -- ~ ig RY 7.4.52 g 74,198 |r i} . “ am a a 3 2 13520 | 1/3520 Gd [ey yo 1S. mare hy [50 1 By BL ae Sif 3 : I -) io wa he i im 1 en te { uae a at) AN a P.O a 2 Or TAR asl laet || -- i 4 L 0.91 Ac. 1S (2) a fa Als BINDING YSITE PLAl 2.84 Ac 3 TT , 8 5 ia | i wos it |: ty i “Tistse “@ - 11 -- i of 5 | ie fF iia ‘| ome - Hl | ; Z L] ake ath as ‘| ¢: iG 203.21 YM 1. 2 se ee cn? © | Ae L. - PL ae ane gi i. ‘ "| ly i. wk - U | 1! = 2. S|! : at | is a. % ys ow 0.75 Ac. 86 135.18 = 135.18 we7qi) ty --] 5 0° . : ' 0.86 Ac. Ye eee Binh LH : g | 1 fo) S : mall yn ! i ! 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