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Permit 81-01-BLA - TECTON OFFICE COMPLEX - BOUNDARY LINE ADJUSTMENT
81-01-bla 16040 christensen road TECTON OFFICE COMPLEX BOUNDARY LINE ADJUSTMENT SEA Engineers 33811 9th Ave. S. Federal Way, WA 98003 Attn: Cindy Gretzner City of Tukwila Planning Division 6200 Southcenter Boulevard Tukwila, Washington 98188 433 -1845 Office of Community Development Subject: Boundary line adjustment • Tecton (81- 1 -BLA) The Boundary Line Adjustment Document for.the.Tecton site has been approved. The City CLerk's office will assume gladly the responsibility to record the document with King County, upon receipt of your check in the amount of ten (10) dollars to cover the recording fees. My compliments to S.E.A. for doing an exceptionally complete job of preparing the Boundary Line Adjustment application. MC/blk cc: Tecton Co. 16040 Christensen Rd. Tukwila, WA 98188 Attn: Peter Gans 12 January 1981 Tukwila Planning Dept. Mark Caughey Acting Director 8102050389 *0389 A 7 10D0 is ***10.00 LEGAL DESCRIPTION BOUNDARY LINE ADJUSTMENT NO. $1-1' TUKWILA, WASHINGTON Filed for record at the request of: SEA t ine. EN6 /NEERS /PLANNER5 Director Name Continued • Department of Planning Examined and approved this I oa day of U40=1 0= APPROVAL 4 1 1 o1 Cd Ofai giNININ 8/ o a -- p 8 S �9 19 81 ,198( Dir Planning Department of Public Works Examined and approved this II day of J1.4.4JAJ CV , 19 81 LEGAL DESCRIPTION FOR ENTIRE AREA BEING REVISED Parcels 1, 2, 3, and 4 of City of Tukwila Short Plat No. 78-16-SS as recorded under R ing County Recording No. 7906050098. LEGAL DESCRIPTION - REVISED LOT 1 That portion of the W.R. Gilliam Donation Land Claim No. 40 AND of the SW 1/4 of the SW 1/4 of Section 24, T.23N., R.4E.,W.M., AND of Government Lot 1 in Section 25, T.23N., R.4E., W.M., in R ing County, Washington, more particularly described as follows: COMMENCING at the NW corner of Parcel 2 of City of Tukwila Short Plat No. 78 -16-SS as recorded under K ing County Recording No. 7906050098; THENCE S 64'09'52" S, 24.88 feet to a point of curvature; THENCE Easterly 168.00 feet along the arc of a tangent curve to the left, having a radius of 935.00 feet, through a central angle of 10'17'42" to the TRUE POINT OF BEGINNING; SHEET 1 OF 8 DECLARATION: ZKnow all men by presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make an application for a boundary line adjustment thereof. The undersigned further declare that the attached map is the graphic representation of said boundary line adjustment and that same is made with the free consent and in accordance with the desire of the owner(s). Name Name Name In witness whereof•we have set our hands and seals. Ithtema414. Q f oy o STATE OF WASHINGTON, County of e Name Name Name Name Name On this day personally appeared before me Pe`eir L. Gaels to me known to be the individual described in and who executed the within and foregoin instrument, and acknowledged that f' e, signed the same as /%.5 free and voluntary act and deed, for the uses and pur- poses therein mentioned. GIVEN under my hand and official seal this /c day of seal • STATE OF WASHINGTON, County of On this day personally appeared before me 19E1. a P 71 G- 44 - ° "' <- otary Public in and for t e St to of Washington, residing at to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as free and voluntary act and deed, for the uses and pur- poses therein mentioned. GIVEN under my hand and,official seal this day of , 19 • seal Notary Public in and for the State of Washington, residing at 2 8 LEGAL DESCRIPTION ( t REVISED LOT 1 CONT. THENCE continuing Easterly 146.87 feet along the arc of a non - tangent curve to the left, having a radius of 935.00 feet, the radius point of which bears N 15 ° 32'26" E, through a central angle of 09 ° 00'01" to a point on said curve; THENCE N 06 ° 34'56" E, 66.28 feet to a point of curvature; THENCE Northeasterly 6.86 feet along the arc of a non - tangent curve to the right, having a radius•of 62.00 feet, the radius point of which bears S 22°03'30" E, through a central angle of 06 °20'30" to a point of reverse curvature; THENCE Northeasterly 25.15 feet along the arc of a tangent curve to the left, having a radius of 20.00 feet, through a central angle of 72 ° 03'23" to a point of tangency; THENCE N 02 °13'37" E, 0.99 feet; THENCE S 87 °46'23" E, 6.67 feet; THENCE N 02 °13'37" E, 106.77 feet; THENCE N 71 °04'07" E, 51.22 feet; THENCE N 48 °35'00" E, 60.21 feet; THENCE S 89 °47'00" E, 110.00 feet; THENCE N 48 ° 19'41" E, 55.00 feet; THENCE S 41 ° 40'19" E, 48.19 feet; THENCE S 29 ° 47'54" E, 49.69 feet; THENCE S 03 °44'56" W, 40.48 feet; THENCE S 24 °03'53" W, 48.37 feet; THENCE S 39 ° 19'22" W, 62.85 feet; THENCE S 32 °31'34" W, 59.80 feet; THENCE S 35 °18'26" W, 59.79 feet; THENCE S 39 ° 40'01" W, 63.82 feet; THENCE S 40°00'29" W,.66.84 feet; THENCE S 29 ° 07'34" W, 35.76 feet; THENCE S 31 ° 16'45" W, 11.29 feet; THENCE N 77 °25'04" W, 105.59 feet; THENCE N 12 ° 34'56" E, 28.00 feet; THENCE N 77 ° 25'04" W, 30.59 feet to a point of curvature; THENCE Southwesterly 52.96 feet along the arc of a non - tangent -curve to the right, having a radius of 320.00 feet, the radius point of which bears N 69 °42'59" W, through a central angle of 09 ° 28'59" to a point of tangency; THENCE S 29'46'00" W, 49.36 feet; THENCE N 60 ° 14'00" W, 17.19 feet; THENCE S 89 ° 46'00" W, 24.61 feet; THENCE S 00 ° 14'00" 8.50 feet; THENCE S 89 ° 46'00" W, 29.50 feet; THENCE N 00 ° 14'00" W, 144.50 feet; THENCE S 89'46'00" W, 29.50 feet; Continued SHEET 3 OF 8 LEGAL DESCRIPTION•( REVISED LOT 1 CONT. () THENCE N 00'14'00" W, 34.00 feet; THENCE N 16'05'55" E, 20:97 feet to a point of curvature; THENCE Southeasterly 9.43 feet along the arc of a non - tangent curve to the left, having a radius of 968.50 feet, the radius point of which bears N 16'05'55" E, through a central angle of 00 to a point on said curve; THENCE N 15'32'26" E, 33.50 feet to the TRUE POINT OF BEGINNING. EXCEPT that portion thereof lying within the 30 foot City of Seattle Pipeline Right- of-Way as recorded under King County A.F. No. 4106155. Containing 2.59 acres, more or less. TOGETHER WITH a 24 foot ingress, egress, and utilities easement, lying 12 feet on each side of the following described centerline: COMMENCING at the NW corner of Parcel 3 of said City of Tukwila Short Plat No. 78- 16 -SS; THENCE S 00 °14 E, 94.09 feet to the POINT OF BEGINNING of this centerline description; THENCE N 89 ° 46'00" E, 184.50 feet to Point 'D'; THENCE continuing N 89 ° 46'00" E, 22.00 feet; THENCE N 29 ° 46'00" E, 143.36 feet to a point of curvature; THENCE Northerly 65.55 feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of 11 ° 44'10" to the end of this centerline description. ALSO TOGETHER WITH a 25 foot ingress, egress and utilities easement, lying 12.5 feet on each side of the following described centerline: BEGINNING at Point 'D'; THENCE N 00 ° 14'00" W, 226.00 feet to the end of this centerline description. ALSO TOGETHER WITH a 24 foot ingress, egress and utilities easement, lying 12 feet on each side of the following described centerline: COMMENCING at the SW corner of Parcel 1 of said City of Tukwila Short Plat No. 78- 16 -SS; THENCE N 00 °14'00" W, 21.47 feet to the POINT OF BEGINNING of this centerline description; THENCE Southeasterly 43.10 feet along the arc of a non - tangent curve to the right, having a radius of 55.00 feet, the radius point of which bears S 00 °19'00" W, through a central angle of 44'54'08" to a point of reverse curvature; THENCE Southeasterly 37.09 feet along the arc of a tangent curve to the left, having a radius of 100.00 feet, through a central angle of 21'14'59" to a point of curvature; THENCE Southeasterly 234.41 feet along the arc of a non - tangent curve to the left, having a radius of 889.62 feet, the radius point of which bears N 23 ° 58'01" E, through a central angle of 15 ° 05'50" to a point of curvature; THENCE Northeasterly 43.19 feet along the arc of a non - tangent curve to the left, having a radius of 80.00 feet, the radius point of which bears N 08'52'06" E, through a central angle of 30'56'06" to the end of this cen- terline description. SHEET 4 OF 8 LEGAL DESCRIPTION - REVISED LOT 2 That portion of the W.H. Gilliam Donation Land Claim No. 40 AND of the SW 1/4 of the SW 1/4 of Section 24, T. 23 N., R. 4 E., W.M., AND of Government Lot 1 in Section 25, T. 23 N., R. 4 E.; W.M., in K ing County, Washington, more particularly described as follows: BEGINNING at the SW corner of Parcel 1 of City of Tukwila Short Plat No. 78 -16 -SS as recorded under King County Recording No. 7906050098; THENCE N 00 ° 14'00" W, 188.41 feet; THENCE S 89 °47'00" E, 10.00 feet; THENCE N 00 ° 14'00" W, 6.52 feet; THENCE N 10 ° 34'00" W, 17.37 feet; THENCE S 63 °07'11" E, 88.05 feet; THENCE S 42 °04'00" E, 70.22 feet; THENCE S 57 ° 57'21" E, 102.40 feet; THENCE S 84 ° 35'20" E, 121.50 feet; THENCE N 71 ° 04'07" E, 25.00 feet; THENCE S 02 °13'37" W, 106.77 feet; THENCE N 87 ° 46'23" W, 6.67 feet; THENCE S 02 °13'37" W, 0.99 feet to a point of curvature; THENCE Southwesterly 25.15 feet along the arc of a tangent curve to the right, having a radius of,20.00 feet, through a central angle of 72 °03'23" to a point of reverse curvature; THENCE Southwesterly 6.86 feet along the arc of a tangent curve to the left, having a radius of 62.00 feet, through a central angle of 06 °20'30" to a point on said curve; THENCE S 06 ° 34'56" W, 66.28 feet to a point of curvature; THENCE Northwesterly 146.87 feet along the arc of a non - tangent curve to the right, having a radius of 935.00 feet, the radius point of which bears N 06 ° 32'25" E, through a central angle of 09 ° 00'01" to a point on said curve; THENCE S 15 °32'26" W, 33.50 feet to a point of curvature; THENCE Westerly 9.43 feet along the arc of a non - tangent curve to the right, having a radius of 968.50 feet, the radius point of which bears N 15 ° 32'26" E, through a central angle of 00 ° 33'29" to a point on said curve; THENCE'S 16 °05'55" W, 20.97 feet; THENCE S 00 °14'00" E, 34.00 feet; THENCE N 89 °46'00" E, 29.50 feet; THENCE S 00 °14'00" E, 127.50 feet; THENCE S 89 ° 46'00" W, 69.00 feet; THENCE S 00 ° 14'00" E, 25.50 feet; THENCE S 89 ° 46'00" W, 115.50 feet to Point 'A'; • THENCE N 00 ° 14'00" W, 341.00 feet to the POINT OF BEGINNING. EXCEPT that portion thereof lying within the 30 foot City of Seattle Pipeline Right-of -Way as recorded under King County A.F. No. 4106155. Containing 2.47 acres, more or less. Continued SHEET 5 OF 8 LEGAL DESCRIPTION FOR REVISED LOT 2 CONT. TOGETHER WITH a 24 foot ingress, egress and utilities easement, lying 12 feet on each side of the following described centerline: COMMENCING at Point 'A' as described above; THENCE S 00 ° 14'00" E, 73.00 feet to the POINT OF BEGINNING of this centerline description; THENCE N 89 ° 46'00" E, 46.50 feet to Point 'B'; THENCE continuing N 89 ° 46'00" E, 69.00 feet to Point 'C'; THENCE continuing N 89 ° 46'00" E, 69.00 feet to Point 'D'; THENCE continuing N 89 ° 46'00" E, 12.50 feet to the end of this centerline description. ALSO TOGETHER WITH the following 25 foot ingress, egress and utilities easements, lying 12.5 feet on each side of the following described center- lines: BEGINNING at Point 'B'; THENCE N 00 ° 14'00" W, 73.00 feet to the end of this cen- terline description. BEGINNING at Point 'C'; THENCE N 00 ° 14'00" W, 98.50 feet to the end of this cen- terline description. BEGINNING at Point 'D'; THENCE N 00 ° 14'00" W, 226.00 feet to the end of this centerline description. LEGAL DESCRIPTION - REVISED LOT 3 That portion of Government Lot 1 in Section 25, T.23 N., R. 4E., W.M., in K ing County, Washington, more particularly described as follows: BEGINNING at the SW corner of Parcel 4 of City of Tukwila Short Plat No. 78 -16 -SS as recorded under King County Recording No. 7906050098; THENCE N 00 ° 14'00" W, 210.00 feet to a point of curvature; THENCE Northerly 104.72 feet along the arc of a non - tangent curve to the left, having a radius of 40.00 feet, the radius point of which bears N 00 ° 14'00" W, through a central angle of 150 ° 00'00" to a point of reverse curvature; THENCE Northerly 41.89 feet along the are of a tangent curve to the right, having a radius of 40.00 feet, through a central angle of 60 ° 00'00" to a point of tangency; THENCE N 00 ° 14'00" W, 121.31 feet; THENCE N 89 ° 46'00" E, 115.50 feet; THENCE N 00 ° 14'00" W, 25.50 feet; THENCE N 89 ° 46'00" E, 69.00 feet; THENCE S 00 ° 14'00" E, 17.00 feet; THENCE N 89 ° 46'00" E, 29.50 feet; THENCE N 00 ° 14'00" W, 8.50 feet; THENCE N 89 ° 46'00" E, 24.61 feet; THENCE S 60 ° 14'00" E, 17.19 feet to Point Continued 'E'' SHEET 6 OF 8 LEGAL DESCRIPTION'. REVISED LOT 3 CONT. THENCE N 29 ° 46.00" E, 49.36 feet to a point of curvature; THENCE Northerly 52.96 feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of 09 ° 28'59" to a point on said curve; THENCE S 77 ° 25'04" E, 30.59 feet; THENCE S 12 ° 34'56" W, 28.00 feet;. THENCE S 77 ° 25'04" E, 105.59 feet; THENCE S 31 ° 16'45" W, 11.09 feet; THENCE S 34 ° 31'52" W, 60.54 feet; THENCE S 30 ° 51'21" W, 61.78 feet; THENCE S 13 °16'05" W, 53.94 feet; THENCE S 15 ° 57'27" W, 51.82 feet; THENCE S 13 °48'40" W, 54.33 feet; THENCE S 00 ° 38'22" E, 62.39 feet; THENCE S 00 ° 18'55" W, 41.21 feet; THENCE S 07 ° 39'16" E, 53.77 feet; THENCE S 18 °27'46" E, 56.37 feet; THENCE S 27 ° 57'17" E, 8.24 feet; THENCE N 89 ° 47'00" W, 343.34 feet to the POINT OF BEGINNING. Containing 3.62 acres, more or less. TOGETHER WITH a 24 foot ingress, egress, and utilities easement, lying 12 feet on each side of the following described centerline: COMMENCING at Point 'E' as described above; THENCE N 29 ° 46'00" E, 49.36 feet to a point of curvature; THENCE Northerly 65.55 feet along the arc of a tangent curve to the left, having a radius of 320.00 feet, through a central angle of 11 to a point on said curve; THENCE S 77 ° 25'04" E, 30.00' feet to the end of this centerline description; SHEET 7 OF 8 3int'A' ■ r` ,;.t;•` 47--/50•710170" R =40.00' La /04.72' 0$, Rased /.ot i .Line 4Q-60'7000" Rc 40.00' L= 41.49' 1112.)63‘ Da e 3 9'I6'aD N8 29.5G0' , N0o400 "w / 25.50' / / Pointe' Po/n/ t' ROBERT Certi No: /06/.8 N4t4• o�. o `original Lot Line SW Corner of Parcel4 -Crfy of ro*wi /a short Rat Na, 7846-5.5 Kt9 Counfj Rec. No. 79064150998 . N89 .313.34' Land Surveyor's Certificate: GREEN RIVER 'lo "W ParK .: 464) N89'K6'09 "E 14.61' F of access easement (Typical) This Boundary Line Adjustment cor- rectly represents a survey made by me or under my direction in conformance wi th the requirements of appropriate state statute. 5- . ` •� . • � SWCarnerof Parcel / • *8 N/S• j 2 26.. N16'05'55°5 C � 97' N00'/420'71 #.00' ^ N89 "E 29.50' ' /0'Sidcwa /k /lrn /!i f- Eaoenritt NW Comer o!' farcel 3 anginal Lot he Ne9 °46.0 //550' Eose97enf F o eosemMt (T /) 110 2•/3'3?E' 2 0.9,' d :7203'23' R•2e.00' .0 L=1A/5' •�. l�'3 A)1122.6314:5311: N89'46''X E 61.00 /7 ONO N N87 "W 667' 4=0020'30" Ar4e.00' L• 6.46' 4.4 " 4 4446/5 S 44 s9031 •, i /39. /o' �• v es.�ao p N88°38'✓7 "W i 36./ q4Q,. L e7 9 J500• e . 4:00'33'29a titiv A : 8 . 5 9 , 14:968.30' .0 L.= 9.43' _ t Nr. 8 °v ti , Ne9' "/v /10 20 le 3. 1' • Proposed Lot pine (Typico /) j N77'25W "w 30.59' N/2'3436 E 24.00' //.09' /9.40' 4.22' k 1130'5/2/ "E 6/78' 11/3'/6'05 "E 53.94' N /5'5717 E 51.82' N /3 5433' SURVL N.19•40:0e4 63.82' N40'00'29 "E 66.84' 1129'0714'E 35.76' N3/"/'45 "5 22.16' N34'3/ 52 60.54' 30' River Protection Easement' 11X"3872 "W 62.39' Rec. No. 7608040557 1100' /8'55 "E 4121' ..4 .\ -- N07'39'/6'W 53.77' A ..-- - 1/hrt7'16`1Y 54.37' N27 8.24' ) Mao on File in Vault • NQr40i9 'W 113!'/922 "E 62.85 N32•3134 "E 59.80' N35'/et 26 5 59.79' 1119•4734 "W 41.69' 4044' "E N24 "E 414.'37' 20'RiverTrail Dedicated to the City of TMKWi/a by Short P /at No. 78 -5S Rec./6.7906050098 Direction: cale: /"s /DO Page 8 of 8 CLOSURE AND ACREAGE FOR THE LEGAL D E S C R I P T I O N FOR THE REVISED LOT 1 AREA POIN1 QUAD BEAR ANGLE DISTANCE NORTHIHG EASTIN'; '3 SF 0.0000 ACRES START 1 1013013.0130 TRAY NE 15 32 2r,. 0 9:35, 4300 2 109A0.817 TF:A''r :=:W 5 22 25.0 9 5.000 3 9971.90: TRA" NE r 24 56.A 66.280 4 113037.745 TRA'' SE 3A.0 r,'2 . t= 14_11 5 99; TRAY N W 15 43 A.0 6. 0 00 5 10029.9F.6 TRAY N W 15 43 A.0 2A.AAA i' 10059.218 TRA''r SE 87 4t, 23.0 241, t_i4_14 =1 3 10058. 441 TRH''r NE 2 13 37.0 0.990 9 10059.42A TRA'v SE 87 41L, 22.A 6.670 1A 10059. 171 TRAY NE 2 13 7. 0 106. 7i' 0 11 _ 10165.8 .0 TRH''? HE 71 4 r.. 0 51.22A 1'2 10182.478 TRA',' NE. 48 :35 A.0 60.210 13 10222.209 TRAY E R9 47 A.0 110.000 14 1A221.892 TRAY NE 48 19 41.0 55.000 15 10253.460 TRAY.' SE 41 40 19.A 48. 190 16 10222.464 TRAV SE 29 47 54.0 49. 6,90 17 10179.344 TRAY SW 3 44 56.0 40.480 18 101 8.951 TF:A'',' SW 24 _ 52.0 48.370 19 10094.785 TRAY SW 39 19 22.A 6'2. 50 2A 10046. 165 TRAY W :32 31 34.0 59. 8 4_14_1 r r-. 21 9995. 745 14:390.580 TRA''r SW 35 18 26.1 59.79A ..,. 9946.952 10356.024 TRH';' SW 29 40 1.0 63.820 2:3 9397.826 TRAV SW 40 0 21.0 66.640 24 9:346,529 TRAY S W 2':+ 7 24.A 2 5. i 6 A 25 9815.391 TRAY SW 31 16 45.0 11.290 25 9805 TRA" NW r' . 25 4.0 105. 590 . 9828.744 TRA''r NE 12 34 56. 0 28.000 23 9856.071 TRAY NW 77 25 4.0 30.590 24 8..2 7.5 9v6G. i L�J TRAY NW 69 42 59.01 320.1300 30 9973.669 TRAY SE r.0 14 0.A 20.001 31 9814.799 TRAY SW 29 46 0.0 49.360 9771.951 TF:AV NW CO 14 0.0 17.190 33 9780.486 TF:Fi''r' SW 89 46 0.0 24.610 34 9780.386 TRAY SE 41 14 .0.0 8.500 35 9771.886 TRAY SW R9 46 0.0 29.500 C' 9771.766 TF :AV NW 0 14 49.0 144.5114:1 �;• 9916.264 1 I. , ,. !'1 : 1 _ 'If. 1' 0 1 4111 10000. 000 1025A.506 10144. 001, 10151. 6.05 141174.:3:39 10158.095 r 10172. 66'2 10172.700 10179.365 10133.514 10231.964 10277.11F, 10387.115 10428.198 10460.238 10484 10482.285 10462. 561 10422.734. 10315.286 10272.315 10254.909 141249.048 10145. 993 1015' , 093 r 101 9822 �� .081 10099.859 10075.353 10060.431 10035.8'21 10035.856 10006.356 10005.768 64 /IVn, TRAV TRHV TRAV TRAV TRHV TRAY TRAY INV 36 �7 38 39 40 41 42 43 AREA AREA START 1 PC TO PT THRU 2 INV SE 3 INV QE 21 22 4 1 ON uV *b o.o NW � �r - 3 14 0.0 ` SW 89 46 0.0 NW 0 14 0.0 NE 16 5 55.0 NE 16 5 55.0 SW 15 32 26.0 NE 15 32 26.0 NE 43 33 0.2 0 SF 0.0000 ACRES 7 C. 32 9 0 1.0 DELTA 935.000 RADIUS 146.874 ARC 146.723 CHORD 73.588 TANGENT 78 57 34.5 146.723 6 34 56.0 66.280 6 20 30.0 DELTA 62.000 RADIUS 6.862 ARC 6.859 CHORD 3.435 TANGENT PC TO PT THRU 5 INV NE 71 6 45.0 6.859 6 3 23.0 20.000 25°152 23.527 14.546 PC TO PT TARU INV NE 38 15 18.5 8 INV NE 2 13 37.0 INV SE 87 46 23.0 10 INV NE 2 13 37.0 11 INV NE 71 4 6.0 12 JNV NE 48 35 0.0 13 INV SE 89 47 0.0 14 INV NE 48 19 41.0 15 INV SE 41 40 19"0 16 INV SE 29 47 54.0 17 INV SW 3 44 56"0 18 INV SW 24 3 53.0 19 INV SW 39 19 22.0 20 INV SW 32 31 34.0 INV SW 35 18 26"0 22 INV SW 39 40 1,0 1HY 8W 40 0 29"0 24 DELTA RADIUS ARC CHORD TANGENT z.v.t.0H 144.500 29.500 34.000 20.970 968.500 968.500 33.500 0.006 0.990 6.670 1@6.770 51.220 60.210 110.000 55.000 48.190 49.690 40.480 48°370 62.850 59.800 59.790 63"B20 66.840 9C1.766 9915"264 9916.144 9950.144 9970.292 10900.813 9967.720 9999"995 10000.000 10000.000 9971.902 10037.745 10039.966 10058.441 10054.430 10059.171 10165.860 10182.478 10222.309 10221.893 10258.46@ 10222.464 10179.344 16)138.951 10094.785 10046.165 9995.745 9q46"952 9B97"826 e, V4A r7q 10006"355 10005"768 9976.268 9976.130 998!.944 10250.501 9991.020 9999"996 10000.000 10000.000 10}44.008 10151.605 10158.095 10172.662 10172.700 10179.365 10183"514 10231.964 10277.116 10387.115 10428.198 10460"238 1@484"432 804A2"285 10462"561 10422.734 10390.58@ 10356"024 10315"286 in.77.) ��r INV SW SW W SW SW SW NW HE NW PC: TO PT THF.:L 30 IN''.' SW 31 I t'a'V' SW I t'NV NW III''.' SW 34 IN''.' , _;E INV SW 35 IH'V' NW I N'S' SW IN''.' NW IN''.' HE 40 AREA START c i ' i PC: TO PT THF:LI I N'V SE 2016 I HV I N'V 20 21 22 23 24 2 c r• � I '_,q �l Cl 263 (2 :31 34.0 26.0 •3 _� 8 29 40 1.0 40 0 29.0 29. 7 34.0 31 16 45.0 25 4.0 12 34 56.0 `0 5 .71C 29 4.0 9 99.0 320.4100 • r, , 2. 63 52.903 26.542 1 30.5 52.90:= 4. 0.0 49.360 1 14 0.0 17.190 _:9 46 0.0 24.610 0 14 0.0 R.cap 39 46. 0.0 29.500 41 14 0.0 144.500 R9 46 0.0 29.5n0 0 14 0.01 34.000 1 r, 5 01 7 11.97n n 29.n 958.500 9.433 • 9.433 4.717 5 DELTA RADIUS ARC CHOF:D TANGENT DELTA RADIUS; ARC CHORD TANGENT 59.800 59. 790 r.3. 820 6.x`..840 29.76n 11.290 14_15.5941 2 .A41(1 30. 59 0 PC TO F'T THRL I 41 IN''.' SE 74 10 49.9 9.433 42 9967.7n 9991.41241 INV NE 15 . 32447 _ : 3 AREA 119693 SF 2.7478 ACRES POINT HAD E ANGLE DISTANCE Ci SF 0.0000 ACRES 10 55. 905.006 81.858 81.830 441. 957 DELTA RADIUS ARC CHORD TANGENT 85 3 8.6 81.8C;C1 -. 8 3 7 SE 88 38 �'+i .0 159.102 SW 35 16 26.0 36.155 HI•i 8;5 .7:8 37.0 i:35 90 10046.165 9(:5. 745 9946.952 9897 826 9846.629 9815.391 9805.742 9828.744 9856.071 9RA2.735 1 9 .,• 9771.951 9780.486 976n.881:: -+ r. r. r 9i i .8 5 9771.755 9916. 264 9916.144 9950. 144 9970 292 10422.734 10390.580 10356.024 10315.286 10272.:315 10254.909 10249.048 10145.993 1015 2.09 3 10122.238 10099.859 10075.35_: 10060. 431 10035.821 100_5.856 10006.35F. 10005.75_' 9976. 268 9976. 130 994;1.944 1 10000. 000 10000. 000 LESS THE FOLLOWING PORTION OF THE 80 FOOT RIGHT-OF-WAY WITHIN THE REVISED LOT 1 NORTHING EA_;TIHG 5679.777 10323.755 5674.144 5670.378 5640.864 " i •1 :1 r:': 10405.390 10564.447 10543.545 INV INV INV INV AREA 206 9Ag 209 175 SE :3 JC 82,8 SW 35 18 26.0 NW no SS :37.0 11 1.7 985.080 84.504 84.565 42.326 PC TO PT THRU 205 INV NW 85 3 6.1 174 HE G 34 55.0 6967 SF 159.182 36.166 188.904 DELTA RADIUS ARC CHORI TANGENT 8.1599 ACRES 84.555 80.000 Ac q uai 2.51 Ac. bBZR.1 5620.878 5640.264 5544.152 5649.975 5679.222 I U +0 Z'• 10564.442 10543.545 1040 4 .680 10828.816 18828.255 CLOSURE AND ACRE(-2 FOR THE LEGAL UESCR I FT I( ; FOR THE REVISED LOT 2 POINT G!UAD BEAR ANGLE DISTANCE NORTHING EASTING AREA START 1 TF:A'V TRAV TRAY TRAV TRAV 6. TF:AV TRAY TF:AV TF:AV TF:A',' TF:A',' TRAY TF:A''i' TRAV TRAY TRAV TF:AV TRAY TF:A''r' TRAY TRAY TRAY TF:A'',' TRAY TRAV TF.:AV TRAV TF:AV TF:AV TRAV TRAV I NV roprin 4 7 9 1A 11 12 1:3 14 15 15 17 18 19 2A 21 23 24 C t. 27 � 8 :30 31 1 0 RF 0.0000 ACRES NW 0 14 0.0 188.410 SE 8R 47 0.0 10.000 NW 0 14 n.0 1 NW 10 34 n.0 17.' SE 6 7 11.0 88.050 SE 42 4 0.4_1 7n.220 SE 5 57 21.n 102.400 SE 84 35 20.n 1 2 1. 0 0 0 SE 84 35 20.n 0.500 HE 71 4 7.n 2 5.000 SW 2 13 7 17.A 14:16.770 NW 87 46 23.01 1..1-.70 SW 2 13 .0 4_1.990 NW 87 46 2 0. 0 0 0 SE 15 43 0.0 2n.00n SE 15 43 0.0 62.04_10 NW ::30.0 1.2.000 SW t• 34 56.43 28 t.6•. 6:.:.4.1 HE t. _ 7 42 25.n 9 :' 5. 0 0 4_i SW 15 71 7 12 26.0 9 _' 5. 00 0 SW 15 7 12 26.0 : 504_1 HE 15 32 25.0 9 t• 8. 5 04_1 SW 16 5 55.4_1 96 .500 SW 16 5 C5 A 20.970 SE A 14 0.0 34.000 HE R9 46 0.0 29.500 SE 0 14 0.0 127.500 SW R9 . 41; 0.0 59.000 SE 0 14 0.0 25.500 SW R9 46 0.0 115.500 NW 0 14 0.0 341.000 SW 26 25 58.3 0.006 Qr F-IIT4=S 10000.000 10188.408 10188.371 10194.891 10'211.9666 10172.156 10120.027 10055. t. 9 7 100154.286 10n54.239 101062.350 99 55.66;0 9955. 920 9954.930 9 955. 08 9936.45 9876.773 99:14.235 9868.392 10797.307 9896.494 9864. 14 10797.307 9866.786 9846.638 981'2.638 9812.759 9685.21- 9684.979 9659.479 9659.009 10000.006 10000.000 10000.000 9999.2 10009 .`33 10009. 06 10006.021 10084 10131. 604 10218.403 10338.863 10339.31;1 103t;::.0119 10358.81- 1n 10352.157 10332.172 10337.589 10354.3;84 10331.1n0 1032:.502 10430. 000 10179.495 10170. 519 10430.000 10161.443 10155.62'9 10155.767 6 10185.267 10185.786 10116 10116.891 10001.392 10000.003 10000.000 AREA START 1 INV INV INV 4 INV c INV INV i • INV IN',' INV INV INV INV INV It•.l IN'/ INV INV INV INV INV INV 10 11 12 1:3 21 24 2c 26 ::7 28 0 %F._ 0.0000 ACRES NW 0 14 0.0 SE 'a 47 0.0 NW 0 14 0.0 NW 10 34 0.0 SE 6 7 11.0 SE 42 4 0.0 SE 57 57 21.0 _ _ SE 84 : ,5 20.0 HE 71 4 7.0 SW 2 1:3 ::7.0 NW 87 46 23.0 SW 2 1:: :17.n :3 23.0 DELTA 20.000 RADIUS 25.152 ARC 23.527 CHOF:Ii 14.546 TANGENT PC TO PT THF:! I 14 INV SW 38 15 18.5 23.527 15 6 20 30.0 DELTA 62.000 RADIUS 6.862 ARC: 6.859 CHORD 3.435 TANGENT PC TO PT THF:I_I 16 INV ':W 71 6 45.0 17 INV SW 6 ; 4 56.0 1 9 0 1.0 UELTA 935.000 F:AD I ! IS 146.874 ARC: 146.723 CHORD 73.588 JVC' TANGENT SW 15 32 26.0 0 33 29.0 DELTA 968. 500 RADIUS 9.433 ARC: 9.433 CHORD 4.717 TANGENT PC TO PT THR!I IN'V' NW 74 10 49.5 =W 16 5 55.0 SE 0 14 0.0 NE 89 46 0.0 SE 0 14 0.0 SW 89 46 0.0 I N V SE ' 0 14 0.0 30 31 1 SW 89 46 0.0 NW 0 14 0.0 SW 26 25 58.3 2.7097 AUE" _; 188.410 10.41E_14_i 6.52n 17.370 E:8. 050 70. 220 1n2.400 121.500 5. 000 106.7741 6.67n U. 9' L3 66. _ _: 0 PC TO F'T THEEI 19 INV NW 78 57 34.5 146.723 20 _�3. 541E_1 9 .4='3 20. 970 34.000 29.500 127.500 69.000 25.500 115.500 341.000 0.006 10000.000 10188.408 10188.37 1 10194.891 102 11.966 10172.156 10120.027 1011A5.697 10054.239 141062. 350 9995.66A 9955. 9'20 9954. 9:30 99:36.455 9934.235 9868. 39 2 9896.4941 9864.214 10000. 000 9999.233 10009.233 _ 10009.206 10006.021 10084.557 101'1.6134 10218.4413 10339.:361 10363.0119 c8 10352. 195 10352.197 10337.5 :39 10331.100 -�2- 502 10a�a,..1: 10179.495 10170.519 9866.786 10161.443 9846.638 10155.629 9812.638 10155.767 9812.759 10185.267 9685.260 10185.786 9684.979 10116.787 9659.479 10116.891 9659.009 10001.392 10000.006 10000.003 10000.000 10000.000 1 11 Y AREA • 11." • 31 IN1/ 1 26 25 58.3 1 AREA 118035 SF 2.7097 ACRES 0 SF 0.0000 ACRES AREA 1021=2 SF 0.2356 ACRES 0.006 LESS THE FOLLOWING PORTION OF THE 30 FOOT RIGHT—OF—WAY WITHIN THE F :EVISED LOT POINT QUAD BEAR ANGLE UISTAN<CE NORTHING EA STING START 10 Irai; SE 64 9 5 204 19 17 48.3 DELTA 905. 1_100 RADIUS 7 104.796 ARC 3171:7:, 3 5:3 I_: H 0 E: D 153.855 TANGENT PC: TO PT THRL I 205 INV SE 7 :3 48 46.1 175 IN'.' SW 6 ' 4 55.9 1=1 . 1_i 1_i 0 174 19 17 43.3 DELTA 9 5.002 RADIUS 14.878 ARC 313.392 CHORD 158.944 TANGENT PC Ti i PT THRU 205 IN'',' NW 73 48 45.2 313.392 211 IN' INV NW 64 9 52.0 24.882 INV NW 0 13 59.9 33.400 10 Acrce= 2.41 acres 10000. 066 10000.003 10000.000 10000.000 ° _if:31.J F_. 9996.817 5764.346 • 10032 42" 5679.777 11= 323. 55 5649.975 10320.316 5737 .343 5748.186 5781.586 10019.348 999 . 9996.817 CLOSURE AHD ACREAGE FOR THE LEGAL DESCCR I PT I O ' FOR THE REVISED LOT POINT QUAD BEAR ANGLE DISTANCE NORTHING EAST I NG AF:EA START TRAY T R A'',' TRAY T F: A'',' TRA'v' T F: A''r' TF:A' TRAY TF:A'',' TRAY TRAY T F: A'',' TF:A',' TF:AV TF:AV TRAV T F: A'',' TRAY TRAY T F: A''.' T R A''r' TRAY TF:AV T F: A'',' TF:AV TRAY T F: A'',' TF:A "' TRAY TF:AV TF:AV TRAV I NV 1 4 c 7' 4 10 11 1'2 1:3 14 15 15 17 1,_, 19 0 24 2 6 31 34 1 START Ci SF. 0.0000 ACRES NH l_ 14 0.0 210.000 NW k1 14 0.0 40.000 HE "cl 46 0.0 40.000 HE 29 46 0.0 40.000 ;_;W 39 46 0.0 40.000 NW 0 14 0.0 121.310 HE _:9 46 0.0 115.500 NW A 14 0.01 25.500 HE R9 46, n.0 r,9. 000 SE G_1 14 n.0 17.000 HE R9 46 0.0 '9.500 NW 0 14 0.0 8.500 HE R9 4r, 0.0 24.610 SE 6n 14 0.0 17.190 NE 29 46 0.0 49.360 NW FsJ 14 0.0 320.nn0 SE 69 42 59.0 320.nnn SE 25 4.0 ::n.590 SW 12 34 56.0 28.000 '_E 5 4.0 105.590 •! i SW 31 16 45.0 11.090 SW :4 31 52.0 6 _;G'1 30 51 21.A 6 . 7 SW 13 16 5.0 53.940 SW 15 57 '7.0 51.820 SW 13 48 40.0 54.330 E 0 38 22.0 62. ;90 SW Ci 1R 55.0 41.210 SE 7 '39 16.0 53.770 SE 18 27 46.0 56.370 SE 1 �, 27 57 19.0 �,. � � 1:. 111-4 . R9 47 6.0 343.340 .5 49 39.7 0.012 AREA III ! I E t 0.0 230.1i00 10000.000 10209. 9'9 8 10249.998 10284.720 10319.442 10319.279 10440.588 10441.059 10466.559 10466.840 10449.840 10449. 960 10458. 460 10458.560 10450.026 y2 '73 10492.873 10651.743 10540. 809 10534.146 10506.818 10483.816 10474.331: 10424.464 10371.429 10318.928 10269.105 10'216.346 10153.960 10112.751 10059.460 10005.991 9998.713 10000.001 10000.000 10000.000 10000. 000 9999.145 145 9998. 982 10018.841 100:38.699 4' 1'_I =' 71_i G_i .•. r 9998.n6 10113.705 10113. 601 10182.60n 1018'2.670 10212.169 10'212.135 10236.745 10251.666 10276.172 9998.395 10298.551 10328.406 10322.307 10425.361 10419. 603 r 10385.286 10353. 600 10341. '2:0 10326.974 10314.004 10314.700 10314.473 10321.635 10339 4 10343.350 100 ©0.012 10000.000 10000.000 AF:EA START 1 I N'V NW A 14 0.0 2 F'i= TO PT THF:UI I NV NE 14 46 0.0 77.274 4 PC TO I t•N'V' I l• •l INV I I••l "" I h•N'S' I t 1'S' I••1" I ta'V' I N'V' I N'V' I t••i I t••I I N'S' I t•1'V I t•l ". INV I t• {1 IN'V' IN'V' INV I NV I N'V' •J . J 1 L 1 4P000.000 10000.000 PT 11 1'2 1: 14 15 16 24 `5 2r, 29 30 31 3: 34 SE 210. 000 150 0 0.0 DELTA 40.000 RADIUS 104.720 ARC 77.274 CHORD 149.282 TANGENT r,0 0 0.0 DELTA 40.000 R A D I I_I S 41.888 ARC 40. 000 CHORD 33.094 TANGENT THE :I I NW 31 14 0.A 40.000 NW 1_i 14 0. 0 121.310 HE R9 46 0. 0 115.500 NW A 14 0.n 25.50A HE 89 46 0.0 69.101 SE 0 14 0.1=1 17.001 HE R9 4F. 0. 0 29.500 NW 0 14 0.A . 511 ki NE 39 46 0.0 24.610 SE 1-,0 14 0.0 17.19A NE 29 46 0. 0 4 9. 60 9 28 59.0 DELTA 320.000 RADIUS 52.963 ARC 52.903 CHORD 26.542 TANGENT THRL I 17 NE 25 1 A.5 901_; SE 25 4.11 R0.59A =;W 12 34 56.0 28.000 SE 77 ` 4.0 1115.590 _ SW 31 16 45.0 1 1.091 14 34 31 52.0 61_1. 540 SW 30 51 21.0 61.780 O 13. 16 5.A 5_1.940 `;W 15 57 27.A 51.820 SW 13 48 40.0 54.330 SE 01 38 2R.0 62.390 SW 0 18 55.0 41.210 7 39 16.0 53.770 SE 18 27 46.0 56.370 SE :'7 57 19.0 8.240 NW 89 47 6.0 343.340 j ib I j, 1' • t, 1:1 10000. 000 10309. 998 102:34.720 1A19.279 10440.588 10441.059 10466. 559 10466.840 10449.840 10449. 960 10458.460 10458. 560 10450. 026 1A492.873 10540. 809 10534.146 10506.818 10483.816 104 10424.464 10371.429 10318.928 10269.105 10216.346 10153.960 10112.751 10059.460 10005.991 9998.713 10000.001 10000.000 9999.145 10018.841 9998. 700 9998. 206 101113. 1°1.15 10113.601 10182. 60 0 10182.670 10212.169 10212. 135 10236.745 10251.x',666, 10276.172 10298.551 10328. 406 10322.307 10425. 61 10419.60 10385.28F 10353.600 10341.220 10326.974 10314.004 10314.700 10314.473 10321.635 10339.487 10343.350 10000.012 INV INV INV INV INV 80 31 34 SW 0 18 95.0 41.210 SE 7 39 16.0 53.770 SE 18 27 46.0 56.370 SE 27 57 19.0 8.240 NW 89 47 6.0 343.340 AREA . 157567 SF 3.6172 ACRES 10112.7 10059.460 10005.991 9998.713 10000.001 J.W.J1T.IVW 10314.473 10321.635 1833'.482 10343.350 10000.012 • CLOSURE OH THE LIRA B I NG FOR THE REVISED LOT 1( POINT QUAD START 1 T F: AV NE TF:A',' NE TF:A'v' - SE 4 TEA'' NE TF:A''? SE TF:A'..' SE 7 TF:AV SW T F: AV SW TF:A'i' SW 10 TF:A'/ SW 11 TF:AV SW 12 TF:A'V SW 1:3 TF:A'V SW 14 TF:A'V SW 15 T F: A' SW 15 TRA''' NW 17 TF:AV NE 18 T F: AV NW 19 TF:A'.' NW 20 TF :AV :3E 21 TRAY W T F: AV NW TF:A'..' y W 24 TF:A''.' SE TF:A',.' 5W 26 TF:AV NW TF:A''? SW 28 T F: AV NW 4 TRAY N E TRAV NE 31 TRA'v' :- ;W T R AV NE TRA ".' NE 34 TRAV SW TRA''.' NE 36 TRAV SE TRAY N W TRAY NW E;EAF: ANGLE DISTANCE Ni ORTH I NG 71 4 7.0 48 35 0.0 9 47 0.0 48 19 41.0 41 40 19.0 29 47 54.n 3 44 55.0 24 3 53.0 '? 19 22.n 32 31 34.0 5 18 25.0 39 40 1.0 40 0 29.n q 16 7 34. 0 31 16 45.0 77 25 4.n 12 34 56.0 77 25 4.0 1:.:9 4 •2 59.n 6n 14 0.n 29 45 n.0 6n 14 0.0 29 4 5 0. 0 0 14 0.n ' + 46 0.0 0 14 0.0 89 46 0.0 E1 14 0.0 1r 5 55.0 5 55.0 15 32 26.0 15 32 26.0 15 32 26.0 6 32 25.0 6 34 56.0 3 30.0 15 43 0.0 15 43 0.0 51.220 �. 1.220 60.210 110.000 95.A0A 48.190 49. 690 40.480 48.370 62. 1850 59.800 59. 790 66.840 35.760 11.290 105.590 8. 0 0 0 30. 5 9 0 .3211.0n0 49.360 17. 190 24.610 8.500 29. 500 144.500 29.500 _ 2n.970 958. 500 95.3.500 33.500 935.000 935.0000 66.280 62.000 62.000 20.000 ;'E1.41�:14:1 10000.000 10016.618 10056.448 10056.032 10092. 600 10056.604 10013.484 9973 090 9928.924 9880.304 9:329. 884 , :3 092 '�1 r�i•rJ i� 97: 9x.80.759 9649.531 9639.882 9662.883 91;90.211 9696. 87 9807.808 9648.9;38 9606.091 9614.625 9614.525 97.06.0'25 9605.905 9750.404 9750.284 9784. 283 9804.431 10734.952 9801.860 9834. 135 1 0734.952 9806. 037 9871.880 9814.419 9874. 101 9893.353 E A:3T I NG 10000.0A0 10048.449 10093.602 10203.6001 10244.684 1 0276. 724 10301.417 10298.771 r r «279.0'7 10239.220 10207.066 10172.510 10131.772 10088.801 10071.'395 10065.5:33 996'2.479 9968.579 997.2.72f:: 96f;2.51 9916.345 9891.839 9876. 917 9852.307 9852.342 9822.842 c0822.254 97':2.754 :1792. r. 1 5 9792.430 10066.987 9807.506 9816.481 10066.987 9960.489 9 968.087 9991.371 9974.576 9969.158 1.1 , r I 1 _ •_. T .J •J • ,..I r, q • a G CI TRAY TRA''r TPA'' T F: AV TRAY A''? TRAY T P AV I I••1 36. L� 1 9 40 41 42 43 1 62.000 SE 22 3 30.n NW 15 43 01.0 62.000 NW 15 43 0i. ri 20.000 SE 87 46 23.0 20.0n0 HE 13 37.0 0.990 SE R7 46 2::.n 6.670 t� i HE 2 13 37.0 1111:1.770 HE 41 38 17.1 0.00 9871.880 9814.419 9874.101 9893. 353 989%= 989: 9893.306 9999.995 10000. 000 9968.0R? 9991.371 r 9 7 ��1 4.57r`, 9969.15R 9989.14:: 9989.1 , 82 9995. 84 f 9999.996 10000. 0 t_i G_i CLOSURE OH THE DRAFTING FOR THE REVISED LOT 2 POINT QUAD BEAR ANGLE DISTANCE NORTHING EAST I HG START 1 10000.000 TRA''r NH A 14 0.0 341.000 10340. 997 TRH'',' NW A 14 0.0 188.410 10529. 406 TRAV SE _,9 47 0. 0 10. 000 4 w 10529.363 TRAY N W 01 14 0.0 5.520 C 5 101 _�,�•J .888 TRA'',' NW 10 34 0.0 17.17 6 10552.9A3 TRH'';' ;Er' 2 7 11.0 88.050 10513.153 TRH''? SE 42 4 0.0 7A.220 10461.024 TRA'',' SE 57 57 21.0 102.400 9 10406. 694 TRAV SE 34 35 20.0 121.500 10 101 _;95.236 TRA',' NE 71 4 7.0 25.000 11 104 - 34 TRAY S W 2 13 37.0 106. 7 70 12 9 5i ;: 1k1c. t•. t���t� TRAY NW =87 46 23.0 66. '670 13 100296.917 TRH''' SW 2 13 :77.0 0. 990 14 10295.928 TF:HV NW 87 46 23.0 20. 000 15 10296.705 TRA" SE 15 43 0.0 20.000 16 1021 7.452 TRAY E 15 43 0.0 62.A00 17 10217.770 TRA''? NW 22 _ 30.0 8 1 8 10275.23 TRAY SW . A 34 56.A 6A.280 19 10209.389 TRAY HE A 32 25.0 935.000 20 11138.304 TRH''.' SW 15 32 2A.0 935.000 21 10237.487 .487 TRAV SW 15 32 26.0 10205.211 TF:A'. NE 15 32 26.0 9r. .500 2 11138.304 TRAY r_• W 1A 5 55.A 968. 5 00 24 10207. 783 TRAY _; W 1r. 5 0 20. 9 7 0 25 10187.635 TRAV SE 01 14 0.0 34.000 25 10153.636 TRAY HE R9 46 0.0 29.50A 27 10153.756 TRA''r SE A 14 0.0. 127.500 2: 10026.257 TRAY S W 89 4A 0.0 69.000 29 10025.976 TRAV SE 0 14 0.0 25.500 _1A 10000.476 TRH', =,W 89 46 0.0 115.500 31 10000.006 IN'',' SW 26 24 58.7 0.006 1 10000.000 10000. 000 9998.611 9997.844 10007.844 10007.817 10004.632 10083. 169 1 0130. 2166 10217. 014 10 337.972 10361.620 10357.471 10350. 806 10350. 76„8 10330. 783 10336.201 1035' 10329.711 10322. 113 10428.611 10178. 106 10169.131 104'28.611 10160.055 10154.240 10154.378 1 C87� 10 c�:�.��ic• 101 - '4 10115.398 10115. 512 10000.003 10000.000 CLOSURE FOR TH i'RAFT I NG OF REVISED LOT START 1 TRAV TRAY TRAV TRAV TRAY TRAV TRAV TRAY TRAV . 10 TRAY 11 TF :AV 12 TRAV 1 :3 TRAV 14 TRAV 15 TRAV 16 TRAV 17 TRAV 18 START 16 I i••.i 17 TRAV 1;Y TRAV 19 TRAV 20 TRAV 21 TRAY TRAY TF :A'v' TRA'./ TRAY TRAY TRAV TRAV TRAV I hN V POINT QIJAU BEAR ANGLE DISTANCE NORTHING EAST I NG 2 4 c i' 9 24 5 T F: AV 27 TRAY. 28 TRAV 29 3A :1 1 NW 0 14 0.A NW 0 14 0.0 NE 29 41, 0.n HE 29 41, 0.0 SW 89 46 0.n NW 1J 14 0.0 HE R9 41 0.0 NW 0 14 10.0 HE 09 4r". 0.0 SE 1_1 14 0.0 NE 89 41,, t_i.0 NW 0 14 0.0 HE 89 414 E 60 14 13.0 HE 29 46 0.0 NW 6n 14 0. 0 NE 29 17 1.13 SE SE SW SE 314 ski W =:W SE SE SE SE NW 6n 1 1 4 1_1. 0 69 42 59.0 77 25 '.t_1 12 34 56.0 77 25 4.n 31 16 45.0 34 31 52.0 30 51 21.0 1 : _ 16 5.0 15 57 27.1_1 13 48 40.0 1_1 1: ..:. !1 0 18 55.0 7 39 16.0 18 27 46.0 27 57 1 _;9 47 0.0 48 43 48.9 , ` 1 0 . 1_t 013 40.000 40.000 40. t_1 O t_1 40.000 121.310 115.5110 25.5013 69.000 17.0010 29.5n0 :3. 5130 24.10 17.190 49. _o61_1 32 0.000 32n.000 _1_1.000 : ::j. t_1 k_1 t_1 28.000 1n5.590 11.09A r.A.541_1 61. 8 1_i i� 53.940 51.820 54.331.1 b. :_; 91.1 41.210 53.770 56.370 8.240 _43;.340 0.016 10000.000 10209.998 10249. 998 10284. 72'0 10319.442 101319. 279 10440.588 110441. 059 10466.559 10465.840 10449. 840 10449. 950 1 0458. 4610 10458. 551 10450.02'66 10492.873 10651.743 10930 8.50 10492. 873 10651.743 10540. 809 10534. 145 10506.818 10483.816 10474.338 104'24.464 10371.429 10318. 928 10259.105 10'216.346 10153.960 10112.751 10059. 460 10005. 991 • 99 98.713 10000.011 10000.000 1A000. A00 9999. 145 9998.98 10018.;.41 10030.69' 9998.70A 9998.°: 1011 .7105 10113.601 10182.600 10182. 670 10212.169 10212. 135 10236.745 10251. 666 10276.172 9998. 395 10154.917 10276.172 99_x_,.395 10e98. 551 10 .406 10425.361 10419.603 10385. '286 10353.600 10341.220 10326.974 10314.004 10314. 701 10314.473 10321.635 10339. 481 10343.350 10000.012 10000.000 a }.eon . u paurasb3 0 G tai ' 9 0 G_i 0 I 4=1 G 0 ' _a 0 0 0 I t L t ' :3'9 G_i t_i I 096 ' I I G_1 I C416'9AP.AT 6I'6_ :,0I 8:30 ' I t 01 I 968 "• r t'f';_90I TG 't0901 t "-9201 '=t'''='Gt'OI - ., ? 8.11'96CAT F_i,= , " g I , SI I t Z ' ' I =, O1 O1 I 888".17.000T 9f6 ' 696! ,:_i0 ••• I_1 _I I ' 1' ?a 02E:'2ct8f _ g6g'9 :6g 896'668g t'8F' t ,,_ E: -. 0'0 0 0 t''GS .'t' ,9 tt'Ir t1 8_: 8'61 f'1 I "I GC fit' 4_i •2. t " 0? x"1•612 GC .08 t IL _9 t' AFL _a 0t I t 61 St 9t 6 •l-1 GC t, 9'�-. t' T) _ 4' ! tR R'62 ?"0I 3N MN ANI E �J L� t'1ha MN MN MS MS MN ti S 38 3N 38 3t•J 3N 3 9 = 39 38 38 ) 9R ro I '= AA C9 19 ANI ANI ANI 1 "1NI ANI I "ItoI e1NI ANI ANI ANI ANI ANI ANI ANI ANI r1NI AtoI t'I l JHl _; BOUNDARY AND ACREAGE FOR THE REVISED LOT 1 AREA 0 SF 0.0000 ACRES START 248 PC TO PT THRU 205 INV SE 78 174 6 34 55 9 66 28� INV �E . , PC TO PT THRU 73 INV NE 7 170 PC TO PT THRU 11;9 INV NE 38 17{ INV INV INV 11% 167 1 INV 61 INV 6� INV 63 INV 90 INV 304 INV 303 INV 302 INV 301 INV 300 INV 282 INV 281 INV 280 INV 279 INV 78 INV INV 264 INV 262 INV 263 61 PC TO PT THEW l|1V SW 9 72 NE 2 :BE NE NE SE HE SE GE SW SW SW SW SW SW SW SW SW NW NE NW 87 4 5.6 48 35 0.2 89 46 59.9 48 19 41.0 41 40 19.0 47 54.0 3 44 56.0 24 3 53.0 39 19 22.0 32 31 34.0 18 26.0 40 1.0 40 0 29.0 7 34.0 31 15 45.0 25 4.1 34 55.9 ° . 25 4.1 191 71 29 6 20 30.1 62.000 6.862 6.859 3.435 35 39 29 12 __ 25 0 1.2 935.000 146.875 146.724 73.589 1:3 9 28 59.3 320"000 52.964 52"903 26°543 DELTA RADIUS ARC CHORD TANGENT 34.7 146.724 DELTA RADIUS ARC CHORD TANGENT 6 46.2 6.859 3 23.1 20.000 25.152 23.527 14.546 15 18.4 13 36.9 46 23.1 9 DELTA RADIUS ARC CHORD TANGENT DELTA RADIUS ARC CHORD • TANGENT 0.989 6.673 106.768 51.220 60.210 110.000 54.998 48.185 49.691 40.480 48.369 62.854 59.798 5 9.785 63.817 66.842 35.761 11.291 105.586 28.000 30.5 1 30.7 52.903 5678.073 5649.975 5715 .823 5718.043 5736.518 5737.507 5737.247 5843.935 5860 .553 5900.384 5899.968 5936.534 5900.542 5857.422 5817.028 5772.863 5724.240 5625.034 5575.910 5524.712 5493.473 5483.823 5506.824 5534.151 5540.815 151176.3117 10320.316 10327.914 10334.403 10348.971 10349.009 10355.677 10359.826 10408.275 10453.428 10563.427 10604.509 10636.545 10661"23g 10658.592 10638.869 10599.039 10566.887 10532.333 10491.598 1@448.625 10431.219 10425.357 10322.307 10328.406 10298.553 1 Iv? 7 1 7 ,1�' PC 7O PT TARU INV SW 190 INV SW 188 INV NW 240 INV SW 235 INV SE 235 INV SW 237 INV NW 2R4 INV SW 223 INV NW 222 INV NE 249 AREA, SF � START 177 INV 71 START R63 INV 191 START 249 INV 2Q5 8 179 182 183 190 START 1 �o NW 1 30.7 45 59.9 60 14 0.1 89 45 59.9 0 14 0.1 45 59.9 0 14 0.1 89 45 59.9 29 89 16 oo /.."pL", 0 14 0.1 5 54.7 0 33 28.8 968.500 9.432 9.4:32 4.716 DELTA RADIUS ARC CHORD TANGENT PC TO PT THRU 205 INV SE 74 10 49.7 9.432 247 INV NE 15 R2 25.9 33.50@ 248 2.7477 ACRES 11 44 10.4 320"@00 65"547 65.433 32.889 52.903 49"358 17.187 24.615 g.500 29.500 144.500 29.500 34.@00 2A.968 4 27.0 68.000 NW 69 42 59.4 320.000 NE 16 5 54.7 968.500 EASEMENTS POINT QUAD BEAR ANGLE DISTANCE START 8 INV SE 0 14 0.1 94.085 179 INV NE 89 45 59.9 184.500 182 INV NE 89 45 59.9 22.000 183 INV NE 29 45 59.9 143.358 DELTA RADIUS ARC CHORD TANGENT PC TO PT THRU 191 INV NE 23 53 55.0 65.433 252 ~~ ' 5492.878 5450.032 5458.565 5458.464 5449.965 5449.844 5594.343 5594 .223 5628.223 5648.369 5645.797 5678.073 5715.823 5778.838 5540.815 5651.748 5648.369 6578.890 NORTHING 5461.678 5367.594 5368.345 5368.435 5492.878 5368.345 10276.174 10251.670 10236.750 10212.135 10212.169 10182.670 10182.081 10152.581 10152.443 10158.257 10167.332 10176.307 10327.914 10302.359 1A29R. 55: 9998.397 10158.257 10426.813 EHSTING 9998.120 9998.503 10183.002 10205.001 10276.174 5552.701 10302.683 1O START 182 INV •24 NW 0 14 0.1 226.000 START 10 INV NW 0 13 55.9 21.469 78 44 54 7.5 DELTA 55.000 RADIUS 43.103 ARC 42.008 CHORD 22.727 TANGENT PC TO PT THRU 66 INV SE 67 13 47.3 42.009 67 5786.796 21 14 59.0 DELTA 100.000 RADIUS 37.088 ARC 36.876 CHORD 18.759 TANGENT PC TO PT THRU 68 INV SE 55 24 23.9 36.876 69 15 5 50.4 DELTA 889.620 RADIUS 234.413 ARC 233.736 CHORD 117.890 TANGENT PC TO PT THRU 284 IHY SE 73 34 54.1 233.736 70 30 56 6.1 DELTA 80.000 RADIUS 43.194 ARC 42.671 CHORD 22"137 TANGENT PC TO PT THRU 71 INV HE 83 24 7.0 42.671 5368.345 10183.002 5594.34:3 10182.081 5781.586 4996.817 5803.055 9996.730 10035.465 5765.860 10065.821 5699.795 10290.026 5704.698 10332.414 START 78 5803.055 9996.730 • INV SW 0 19 0.A 55.002 • 65 5748.054 9996.426 START 69 5765.860 10065.821 INV NE 23 58 1.2 889.620 284 6578.777 10427.194 START • 70 5699 10290.026 INV NE 8 52 5.9 .79.999 71 5778.838 10302.359 BOUNDARY AND ACREAGE FOR REVISED LOT 2 AREA 0 SF 0.0000 ACRES START INV INY INV INV INV INV INV INV IQV IQV INV INV INY 10 11 12 13 14 "'V 58 59 60 165 167 168 171 PC TO PT THRU 169 INV SW 38 15 18.4 170 PC TO PT THRU 73 INV SW 71 6 41;^2 6.859 17 INV SW 6 34 55.9 66.285 174 247 NW 0 13 59.7 188.410 SE 89 46 56.2 10.000 NW 0 14 14.2 6.520 NW 10 33 55.3 17.370 SE 53 7 10.2 88.050 SE 42 3 59.8 70.220 SE 57 57 22.9 102.400 SE 84 35 17.6 121.500 NE 71 4 5.6 25.000 SW 2 13 R6.9 106.768 NW 87 46 23.1 6.673 SW 2 13 36.9 0.989 72 6 20 30.1 DELTA 62.000 RADIUS 6.362 ARC 6.859 CHORD 3.435 TANGENT 9 3 23.1 DELTA 20.000 RADIUS 25.152 ARC 23.527 CHORD 14.546 TANGENT 23. 0 1.2 DELTA 935.000 RADIUS 146.875 ARC 146.724 CHORD 73.589 TANGENT SW 15 32 25.9 33.500 0 33 28.8 DELTA 968.500 RADIUS 9.432 ARC . 9.432 CHORD 4.716 TANGENT PC TO PT THRU 205 INV NW 74 10 49.7 9.432 249 INV SW 16 5 54.7 20.968 222 INV SE 0 14 0.1 34.000 223 INV NE. 89 45 59.9 29.500 224 INV SE 0 14 0.1 127.51m 226 INV SW 89 45 59.9 69.008 228 INV SE 0 14 0.1 25.500 � 7 . . INV SW 89 45 59.9 115.50d 231 lUY NN n 14 0.1 �4m-� 5781.586 591;9.994 . 5969.956 5976.476 5993.552 5953.742 5901.613 5847.283 5835.824 5843.935 5737.247 5737.507 5736.518 5718.043 10334.403 5715.823 5649.975 9996.817 9996.050 10006.050 10006.023 10002.838 10081.374 10128.421 10215.220 10336.178 10359.826 10355.677 10349.009 10348.971 10327.914 10320.316 PC TO PT THRU 205 INV NW 78 57 34.7 146.724 248 -- _'- 5678 , 073 10176.307 5645.797 10167.332 5648.369 10158.257 5628.223 10152.443 5594.223 10152.581 5594.343 10182.081 5466.844 10182.600 5466.563 10113.601 5441.063 10113.705 5440.593 9998.206 Inv 07 4'0 07.7 231 11, INV NW 0 14 0.1 340.996 1 0 AREA 118035 SF 2.7097 ACRES START � 231 '° INV . SE 0 14 0"1 179 f.o.B. INV NE 89 45 59.9 180 5 INV NE 89 45 59.9 181 C INV NE 89 45 59.9 182 D TRAY NE 89 45 59.9 0 5440.593 9998.201; 5781.586 9996.817 START 174 5649.975 10320.316 INV ^NE 6 32 24.7 935.000 205 6578.890 10426.813 EASEMENTS ' POINT QUAD BEAR ANGLE DISTANCE NORTHING EHSTING 73.000 4 69.000 69.0ci0 12.500 5440.593 5367.594 5367.783 5368.064 5368. 5368.396 9998.206 999O.503 10045.003 10114.002 10183.@02 10195.502 START B 1:30 =~ 5367.783 10045.003 B-B NW 0 14 0.1 73.000 0 en4 5440.782 10044.705 SW *P 231 5440.593 9998.206 ��� START • 181 C 5368.064 10114.002 INV NW ' 0 14 0.1 98°50n 228 e 5466.563 10113.601 START 132 D 5368. 345 10183. 002 INV NW 0 14 0.1 226.A00 224 end 5594.343 10182.081 BOUNDARY AND ACREAGE FOR THE REVISED LOT 3 POINT QUAD BEAR ANGLE DISTANCE NORTHING I�V PC TO PT THRU 3 INV QE 5 231 ��g ��� 23� � 237 �3� 240 188 190' 21.7 7 0 SF 0.0000 ACRES NW 0 1:3 59.8 210.000 191 149 59 58.0 40.000 104.719 77.274 149.279 14 46 0.2 60 0 2.4 39.999 41.888 40.000 23.094 PC Ti:' PT THPU 6 INV NH 30 14 1.1 7 INV NQ 0 14 0,1 231 INV NE 89 45 59.9 22� INV NW 0 14 0.1 INV NE 89 45 59°9 �� INV SE 0 14 0.1 237 INV NE 89 45 99.9 3� INV NW 0 14 0.1 �3� INV NE 89 45 59.9 240 INV SE 1 14 0.1 188 INV NE 29 45 59.9 9 DELTA RADIUS ARC CHORD TANGENT DELTA RADIUS ARC CHORD TANGENT 28 59.3 DELTA 320.000 RADIUS 52.964 HRC 52.903 CHORD 26.543 TANGENT 77.274 40,000 121.315 115.500 • 25.500 6�.000 17"00A 2A"500 8.500 24.615 17.187 49.358 PC TO PT THRU INV NE 25 1 30.7 52.903 263 INV SE 25 4.1 30.587 262 INV SW 12 34 55. 28.000 264 INV SE 77 25 4.1 105.586 277 INV SW 31 16 45.0 11.090 276 INV SW 34 31 52.0 60.539 275 INV SW 30 51 21.0 61.783 274 INV SW 13 16 5.0 53.941 273 INV SW 15 57 27.0 51.822 272 INV SW 13 48 40.0 54.333 271 INV SE 0 38 22.0 62.392 270 INV SW 0 18 55.0 41.211 269 INV SE 7 39 16.0 53.771 268 INV SE 18 �7 46.0 5000.000 5209.998 5284. 5319.279 5440.593 5441.063 5466.563 5466.844 5449.844 5449.965 5458.464 5458.565 5450.032 5492.878 5540.815 5534.151 550 5483.823 5474.345 5424.471 5371.433 5318.932 5269.107 5216.344 5153.957 5112.746 5059.454 �oQ5.nAq EHGTING 10000.000 9999.145 10018.841 999O.700 9998.206 10113.705 10113.601 10182.600 10182.670 10212.169 10212.135 10236.750 10251.670 10276.174 10298.553 10328.406 10322.307 10425.357 10419.599 10385.282 10353.595 10341.215 10326.968 10313.997 10314.693 10314.467 10321.629 ^", 269 268 267 266 1 AREA 157508 SF TNV TNV INV INV START 2 IQV 3 START 188 JNV 190 PC TO PT INV 25� B - B 25� 0 262 ~ '` SE SE SE NW NE THRU NE SE 18 27 46.0 27 89 47 7 39 16.0 C "7 53 19.2 5. 7 3.6159 ACRES 11 44 10.4 320.000 65.547 65.433 32.889 53.771 �6.366 8.239 343.344 NW 0 14 0.5 40,000 EASEMENTS POINT QUAD BEAR ANGLE DISTANCE 45 59.9 49.358 DELTA RADIUS ARC CHORD TANGENT 55.0 65.433 25 4.1 29.146 5112.746 5059.454 10321.629 5005.989 4998.711 50Q0.00@ 5209.998 5249.998 NORTHING 5450.032 5492.878 5552.701 5546.351 5534.151 10314.467 10339.479 10343.342 10000.000 9999.145 9998.982 EHSTING 10251.670 10276.174 10302"68 10331.129 10328.406 BOUNDARY AHD ACREAGE . FOR THE NORTHERLY PORTION OF REVISED LOT 2 AREA START 10 INV INY INY 14 58 59 60 165 167 168 171 PC TO PT INV 204 INY 204 10 TARU NW NW Q sF 0°0000 ACRES NW 0 13 59.7 SE 89 46 56.2 NW 0 14 14.2 NW 10 33 55.3 SE 63 7 10.2 SE 42 3 59.8 SE 57 57 22.9 SE 84 35 17.6 NE 71 4 5.6 SW 13 :31;^9 NW 87 46 23.1 SW 2 12 36.9 7a 3 23.1 20.000 25.152 23. 14.546 PC TO PT THRU 11;9 IHV SW 22 15 18.4 170 6 20 30.1 62.000 6.O62 6.859 3.435 188.410 1A.A00 6.520 17.370 88.050 70.220 102"40A 121.500 25.000 �06.768 6.�73 0.989 DELTA RADIUS ARC CHORD TANGENT DELTA RADIUS ARC CHORD TANGENT PC TO PT THRU 73 INV SW 71 6 46.2 6.859 177 INY SW 6 34 55.9 36.285 175 19 17 48.3 DELTA 905.000 RADIUS 304.796 ARC 303.352 CHORD 153.855 TANGENT 205 73 48 46.1 303.358 64 9 52.0 39.560 AREA 61928 SF 1.4217 ACRES • 5781.586 5969.994 5969.956 5976.476 cm 5953.742 5901.613 5847.283 5835.824 5843.935 5737.247 5737.507 5736.518 5718.043 5715.823 5679 5764.346 5781.586 9996.817 9996.050 10006.050 10006.023 10002.838 10081.374 10128.421 10215.220 10336.178 10359.826 10355.677 10349.009 10348.971 10334.403 10327. 914 10323. 755 10032.423 9996.O17 E:OUNDAF :''i' AND ACREAGE FOR THE L i II_ITHER''r PORTION OF REVISED LOOT POINT QUAD BEAR ANGLE DISTANCE N%OF:TH I HG EAST I HG AREA F'C TO PT THR1_I 2015 INV _248 It••I"' ` , 4 -� i F'i : Ti i F'T THRI I 2n5 IHV NW 249 I N'Y' I14 2 I t••I 231 SW SE Ei SF 0.0000 ACRES SE 64 SE 69 SW ✓ 15 HE / SE ✓ SW ✓ SE ✓ G'a ✓ N I1 9 52.0 ✓ 24.882 / 10 17 42.1 DELTA ✓ 935.000 RAD I I_I ✓ 168.00:3 ARC_ ✓ 167.777 CHORD 84.228 TANGENT 18 45.9 167.777 2 5.9 274 ■50E - 33 28.8 DELTA✓ 968.500 F:AD I I_I ✓ • 9.432 ARC ✓ 9.432 CHORD 4.716 TANGENT 74 1n 49.7 9.432 ✓ 16 5 54.7v 2Ei. 96,E: ✓ E i 14 O. 1 / '4.000 ✓ 89 45 59.9✓ 29.5n0/ E_i 14 0.1/ 1 7 . 5 E1 E. :9 45 599/ r'a. E�1 E�1 E_1✓ 0 14 0.11/ 5. 5 E_i Ei ✓ R9 45 59.9'' 115.50CV Ei 14 0.1 Ei i s . 5 9 r; AREA 45846 SF 1.0525 Ai=d :E' 5748. 186 5737.343 5 6 4 8 3 6, 9 5;28. 5594. 2'23 5594.343 5466.44 54;6.5;3 5441.063 5440.593 5748.186 9996.952 10019.348 5 r 8.11 1 3• 1 E11 7 . 307 5645.797 1 E1 1 6 t• ._ 3'2 10158.257 10152.443 1015 581 10182.081 1Ei1 :2.r6E_lE_i 10113. 601 10113.705 ' ' =' 0 6 yaa_�. 9996. 952 BOUNDARY AHD ACREAGE FOR THE SOUTHERLY PORTION OF THE REVISED LOT 1 POINT QUAD BEAR ANGLE DISTANCE NORTHING EAqTI@G AREA START 248 PC TO PT THRU 205 INY 209 INV INV TNV INV INV INV INY INY INV PC TO PT THRU INV SW 190 INV SWv 188 IQY I�Y lHV 240 SW 235 23� IQY I�Y lHV INV IHV INY INV INY , 283 /281 280 279 278 e 254 221;:3 �37 224 223 �no 249 0 SF 0,0000 ACRES SE 81 33 SE / 88 38 37.0r' SW :35 18 26. 5[4 :39 40 1.0 �W 40 0 29.0 SW 29 7 34.0 SW 31 16 45.0 NW NE 12 34 55.9 __ 9 1 30.7 29 45 59.9*� NW �� 60 14 @.1 SW 89 45 59.9 SE SE 0 14 0.1 SW 89 45 59.9 NW 0 14 0,1 SW ` 89 45 59.9 NW • 0 14 0.1 54.7 v 16 14 11 2.9 DELTA I 935.000 RHDIUSy 231.469 ARC ./ 230.878 CHORD 116.329 TANGENT 4.1 �� 2E: 59.3 DELTA I/ :320.000 RADIUS/ 52.964 ARC/ 52.903 CHORD 25.54:3 TANGENT 0 33 28.8 968.500 9.432 9.432 4.716 230.878 138.9046~ 19.398 63.817 66.842 35.761 11.291 105.586 28�000 30.587p 52.903 49 .358�� 17.187 24.615 8.500 29.500 144.500 29.500 34.000 20.9G8w DELTA RADIUS./ ARC./ CHORD TANGENT PC TO PT THRU 205 INV SE 74 10 49.7 9.432 247 INV HE / 15 32 25.9e' 33.500 248 ° AREA 51455 SF 1.1812 ACRES 5678.073 5644.152 5640.864 5625.034 5575.910 5524.712 5493.473 5483.823 5506.824 5534.151 5540.815 5492.878 5450.032 5458.565 5458.464 5449.9 5449.844 5594.343 5594.223 5628.223 5648.369 5645.797 5678.073 10176.307 10404.680 10543.545 10532.333 10491.598 10448.625 10431.219 10425.357 10322.307 10328.406 10298.553 10276.174 10251.670 10236.750 10212.135 10212. 69 10182.670 10182.081 10152.581 10152.443 10158.257 10167.332 10176.307 BOUNDARY AND ACREAGE FOR THE NORTHERLY PORTION OF REVISED LOT 1 AREA 0 SF 0.0000 ACRES START 165 INV INV INV INV INV INY INV INV IQV INV INV INV IHV PC TO PT THRU 205 IQV NW 85 175 INV PC TO PT THRU 73 INV HE 71 6 46.2 6.O59 170 PC TO PT THRU 169 INV NE • 38 15 171 INV 168 INV IQV 167 165 AREA 61268 SF 1.4065 ACRES INV IQV 61 62 63 9 0 :31 3ri4 3@3 302 3 3ON 000 ?AA 206 177 NE 71 HE 48 SE 89 HE 48 SE 41 SE 41 SE SW SW 24 SW SW SW NW NE NE 2 13 SE 87 46 NE 29 5 72 4 5 . 6 35 0.2 46 59.9 19 41.0 40 19.0 40 19.0 47 54.0 44 56.0 3 53.0 39 19 22.0 32 31 34.0 35 18 26.0 88 38 37.0 10 56.7 905.000 81.858 81.830 40.957 51.220 60.210 110.000 54.998 45.000 3.185 49.691 40.480 48.369 62.854 59.798 4.221 159.102 DELTA RADIUS ARC CHORD TANGENT 3 8.6 81.830 6 34 55.9 36.285 6 20 30.1 62.@00 6.862 6.859 3.435 3 23.1 20.000 25.152 23.527 14.546 13 18.4 36.9 23.1 36.9 DELTA RADIUS ARC CHORD TANGENT DELTA RADIUS ARC CHORD TANGENT 0.989 6.673 1@6.768 5843.935 5860.553 5900.384 5899.968 5936.534 5902.921 5900.542 5857 5817.028 5724.240 5670.378 5674.144 5679.777 57 15.823 5718.043 10359.826 10408.275 10453.428 10563.427 10604.509 10634.427 10636.545 10661.239 10658.592 10638.869 10599.039 10566.887 10564.447 10405.390 10323.755 10327.914 10334.403 5736.518 10348.971 5737.507 10349.009 5737^247 10355.677 5843.935 10359.826 8010220700 POWER OF ATTORNEY WITNESS my hand and official seal. #0700 8 WPsE 1 Know all men by these presents: That I, RAYMOND A. FEICHTMEIR, have made, constituted and appointed, and by these presents do make, constitute and appoint PETER L. GANS my true and lawful attorney for me and in my name, place, and stead, and for my use and benefit, to ask, demand, sue for, recover, collect and receive all such sums of money, debts, dues, accounts, legacies, bequests, interests, dividends, annuities and demands whatsoever as are now or shall hereafter become due, owing, payable or belonging to me, and have use and take all lawful ways and means in my name or otherwise for the recovery thereof, by attachments, arrests, or otherwise and to compromise and agree for the same, and acquittances, or other sufficient discharges for the same, for me, and in my name, to make, seal and deliver; to bargain, contract, agree for, purchase, receive and take hereditaments and accept the seizin and possession of all lands and all deeds and other assurances, in the law therefor, and to lease, let, demise, bargain, sell, remise, release, convey, mortgage and hypothecate lands, tenements and hereditaments upon such terms and conditions, and under such terms and conditions, and under suct covenants, as he shall think fit. Also, to bargain and agree for, buy, sell, mortgate, hypothecate and in any and every way and manner deal in and with goods, wares, and merchandise, choses.in action and other property in possession or in action, and to make, do, and transact all and every kind of business of what nature or kind so ever, and also for me and in my name, and as my act and deed, to sign, seal, endorse, execute, deliver and acknowledge such deeds, leases and assignment of leases, covenants, indentures, agreements, mortgages, hypothecations, bottomries, charter parties, bills of lading, bills, bonds, notes, receipts, checks, assignments, evidences of debts, releases and satisfaction of mortgage, judgments and other debts, and such other instruments in writing of whatever kind and nature as may be necessary or proper in the premises. Giving and granting unto my said attorney full power and authority to do and perform all and every act and thing whatsoever requisite and necessary to be done in and about the premises, as fully to all intents and purposes as I might or could do if personally present with full power of substitution or revocation, hereby ratifying and confirming all that my said attorney, or his substitute or substitutes shall lawfully do or cause to be done by virtue of these presents. Dated this t4 day of , 1980. STATE OF r ,.— ) / d ) ss. County of ,. ) On .,?u /9J , before me, the undersigned, a Notary lic in and for said State, personally appeared RAYMOND A. FEICHTMEIR, known to me to be the person whose name is subscribed to the within instrument and acknowledged that he executed the same. Notary Public 7906050098 LEGAL DESCRIPTION This space teserved for recorder's use . ' 1979 JUN 5 AM $ 30 DIRECT RECORDS 6 ELECTJONS • .. KING COUNTY, WAS Filed for record at the • request of: Name Return to: • Planning Division . Office of Community Development 6230 Southcenter Boulevard. Tukwila, Washington 98188 See Page 3 of 11 • 5w op SL...) 14W oft t..1 %A.• Reviewed and approved by the •Short .' Subdivision Committee 'and hereby certified for filing this :, 17 day of ' .171e�ty 19,717 Cha r an , Short Subdivision Committ Department of Assessments Examined and approved this ' - • ' of jvN� • . �.•19 -7 Y Ass Deputy Assessor 2. 5 - Z3 -4 25 230 4 - gp39 coo 0 320 0O'L • • • Pagel ofll set our hands and seals • ...... In wi to wh of we have -> .. .. ... : ,.• ' • • .. S• / �. =' • • , / • • - :e �. 1. /ice I :. �-t V%44 VCVAJ �� y -'r^i .- ame le . .. Q , Name. - :.::::�;: _ : j = • • `O • _ .Name K: Name OE, tARATION:•. County' of • STATE OF WASHINGTON, Short P1 at .Number On this day' personally appeared before me • to me known• to be the individual described in :in and foregoing instrument, and acknowledged • 'same as \e\Nc free and voluntary act and poses t erein mentioned..: - • • and who executed the with- . :'.; that Vmp _• • signed •the'::_*:: deed;. for the uses and purr. .`•• same as - lIier.c.. . free and voluntary act and deed, for the uses and par - poses.therein mentioned. GIVEN u r my hand and official seal this 2S day of /77A1° ", 29 29. ,Notary Publiy in and for .the State of Washington, residing at Page. .3'• Z'' o f ,i'' l l .... ,:. �. • ++' •.: .. • . 1 . . ��••' t.. - • • • •T' ' 1 ' • • f.: . : :eir i7.*: -Y. l : ;:1 ., :T�' : ; 74.:. Cr'MMENCI'G AT.THE .:SOUTHWEST . CORNER . OF SAID.SE N THENCE�.. SOUTH ;:�, . 59 °a7' EAST ' ALONG: THE ' LINE COMMON' TO . SAID SECT1O 2 A ND_ 25 ; - A ' . TANCE . OF 11E430 FEET TO INTERSECTION WITH EASTERLY MARGIN ' OF. JAMES ;.;.. h±13. CHRISTENSEN: ROAD •AND THE :TRUE .POINT OF BEGINNING; •THENCE. CONTINU r . SOUTH 89 °47' EAST':10.00 FEET; . THENCE NORTH 00 0 14', WEST 6.52 • FEET ; - ' THENCE NORTH WEST FEET; .THENCE NORTH 79 ° 26' .EAST 20.80. FEET' ' • -MORE . OR LESS TO THE LEFT BANK OF THE GREEN RIVER; THENCE CONTINUING • • ▪ • • EASTERLY AND SOUTHERLY ALONG THE BANK OF THE GREEN RIVER THE. FOLLOW - - ING'COURSES AND DISTANCES; SOUTI 33 °54'07 "EAST 13•.80 FEAT; SOUTH 63 °07'11 "EAST 69.32•FEET; SOUTH 78 °22'29 "EAST 53.99 FEET; SOUTH 88 °32'20 "EAST..SO.01 FEET NORTH 86 °52'54 "EAST 50.09 FEET; NORTH 82 °20'44 "EAST ..'00.98: FEE iIORTH 77 °54'28 "EAsT 51.20 FEET; NORTH 64 °40'27. "EAST 55.46 FEET; SOUTH' 85 °06'39 "EAST 25.08 FEET; SOUTH . 87 ° 23'39 "EAST 25.02 FEET; .::. SOUTH 82 °50'31 "EAST 50.36 FEET; SOUTH 59 °34'15"EAsT 57.80 FEET;', • SOUTH 43 °21'09 "EAST 30:41 FEET; SOUTH 41 °40'19 "EAST 67 :27 FEET 'SOUTH 29 °47'54 "EAST 57.80 FEET ;(SOUTH 3 °44'56 "WEST 50.09 FEET; SOUTH 24 °03'53 "WEST54.63 SOUTH 39 °19'22 "WEST 64.34 FEET;` SOUTH 32 °31'34 "WEST 59.10 FEET; SOUTH 35 °18'26 "WEST 61;03 FEET SOUTH °40'01 "WEST 64.66 FEET; SOUTH 4O °00'29 "WEST 64.98 FEET,•' SOUTH 29 °07'34 "WEST 34.24 FEET; SOUTH 31 °16'45 "WEST 23.32 FEET SOUTH 34 °31'52 "WEST 60.46 FEET; SOUTH 3O ° 51'21 "WEST 58.05 FEET: .SOUTH 13 ° 16'OS "WEST 51.30 FEET; SOUTH 15 °57'27 "WEST -.51.92 SOUTH 13 °48'40 "WEST 51.42 FEET; SOUTH 00 °38'22 "EAST 60.101' SOUTH 0O °18'55 "WEST 40.00 FEET; SOUTH 07 °39'16 "EAST 50.49 SOUTH 18 °27' 46 "EAST 52.81 FEET; SOUTH 27 °57' 17 "EAST 17.29 FEET ;.:7' •TO ' A Pa 'WHICH IS 970.00 FEET SOUTH OF THE NORTH SAID GOVERNMENT•LOT THENCE NORTH 80 366.02 FEET MORE OR LESS TO EASTERLY MARGIN OF THE SAID JAMES CHRISTINSEN ROAD; .THENCE RJORTH OO °14' . WEST 970.00 FEET TO THE TRUE POINT OF BEGINNING. • TOGETHER WITH THAT PORTION OF THE FORMER BED OFSAID.GREEN RIVER .: WHICH FROM NATURAL ACTION OF ACCRETION WOULD ATTACH TO THE ABOVE • DESCRIBED PORTION OF SAID DONATION LAND CLAIM. -= ▪ l .. EXCEPT Bow LAKE PIPE LINE' RIGHT AS GRANTED PER INSTRUMENT. RECORDED: UNDER KING .COUNTY AUDITOR'S FILE Na 4106155.'• - . Page 3.of 11 • • • . PARCEL 1 • • That portion of the W.H. Gilliam Donation Land Claim No..40 of the south- • west quarter of the southwest quarter of Section 24, Township.23 North, Range •:: 4 East, W:M., and of Government Lot 1 in Section 25, Township North, Range 4 East, W.M., all in King County; Washington, more particularly described as ' follows. •.. %- COMMENCING at the southwest corner of said Section 24; thence S89 °47'E "along • the line common to said Section 24 and 25, a distance of 110.30 feet'to inter- section with easterly margin of James Christensen Road and the TRUE POINT CIF- BEGINNING: thence continuing S89 °47'E 10.00 feet; thence N00 °14'W 6.52 feet; • thence N10 °34'W 47.71 feet; thence N79 °26'E 20.80 .feet more or less to the left bank of the Green River; thence . continuing easterly and southerly along the bank of the Green River the following courses and distances; • . 533°54'07"E 13.80 feet; 563°07'11"E 69.32 feet; S78 °22'29 "E 50.99 feet; 588 °32'20 "E 50.01 feet; N86 °52'54 "E 50.09 feet; N82 °20'44 "E 100.98 feet; :: N77 °54 "E 51.20 feet; N64 °40'27 "E 55.46 feet; S85 °06'39 "E 25.08 feet; 587°23 25.02 feet; 582°50'31"E 50.36 feet; 559°34'16"E 57.80 feet; 543 °21'9 "E 30.41 feet; S41 °40'19 "E 67.27 feet; 529 °47'54 "E 57.80 feet; 503 °44'56 "W 50.09 feet; 524 °03'53 "W 54.63 feet; 539 °19'22 "W 64.34 feet; • 532 °31'34 "W 50.61 feet to the northerly boundary line of the Bow Lake pipe- line right -of -way as granted per instrument recorded under King County Auditors File No. 4106155; thence leaving the left bank of the Green River • and continuing along said northerly boundary of the Bow pipeline right of -way N88 °38'37 "W 182.71 feet; thence tangent.to the preceeding course along the arc of a curve to the right having a radius of 905.00 feet and a central' angle of 24 °28'45" an arc distance of 386.65 feet; thence tangent to the pre "ceeding curve °09'52 "W 39.56'feet to the easterly margin of James • Christensen Road; thence along said easterly margin NO °14'00 "W 188.41 feet to the TRUE POINT OF BEGINNING. LEGAL DESCRIPTION • Containing 4.432 acres of land more or less. • LESS `THE dedication of the easterly 20 feet thereof to the City of Tukwila for a river trail system. AND LESS THE dedication of the following described land to the City of Tukwila for. City park purposes . • Page 4 of 11 • • r That portion•of,the ! Gilliam Donation Land Cla n'io. 40 and of the south west quarter of the southwest quarter of. Section 24, North, Range • 4 East, W. M.', and of . Government Lot 1 in Section •25,':Township - 23 North �:.s • Range 4 East, W.M., all in .King •County, Washington, More particularly describ4.:t.• ed as follows: • Commencing at the southwest corner•of.said Section 24, thence South 89 °47 -� East along' the line :. common to said Section ' 24 and 15„. 25,, a .distance of 110:30 • feet to intersection with easterly margin ' of •James Christensen • Road; thence +• continuing South 89 °47' East 10.00 feet; thence North 00 °14' West 6.52•feet; • ; Co thence North 10 °34'. West 17.37 feet to the TRUE POINT.OF BEGIN ZING; .thence • '.O' . continuing North 10 °34' West 30.34 feet; thence North'79 °26',East 20.80 fee C • snore or less the left bank of the Green River; thence continuing easterly r and southerly along the bank of the Green River the following courses and distances; . • • • - South 33 °54'07 "East 13.80; South 63 °07'11"East 69.32 feet; South East 50.99 feet; South 88 °32'20 "East 50.01 feet; North.86 °52'54 "East 50.09 feet; North 82 °20'44 "East 100.98 feet; North 77 °54 "East 51.20 feet; north .,- '64 °40'27 "East 55.46 feet; South 85 °06'39 "East feet; South 87 °23'39 "East•• 25.02 feet; South 82 °50'31 "East 50.36 feet;.South 59 °34`16 "East 57.80 South 43 °21'09 "East 30.41 feet; South 41 °40'19 "East 17.00 feet; .thence leaving. said left bank of the Green River the following courses and distances South 48 °19 75.00 feet; North 89 °47'00 "West 110.00 feet; - South 48 °34`59" West 60.21 feet; South 71 °04'07 "West 76.22 feet; North 84 °35'20 "West 121.50 feet; North 57 °57' 21 "West 102.40 feet; North 42 °04' 00" West 70.22 feet; North - 63 °07'11 "West 88.05 feet to the TRUE POINT OF BEGINNING. . Containing 1.456 acres of land more or .less. • • .. • TOGETHER with that portion of the former bed of said Green River which from natural action of accretion would attach to the above described portion of said Donation Land. Claim. . Page 5 of 11 • • • : • x'45" .: " • to •the left 'having a. radiuS 935.00 feet and a Of . '..an arc of 399.47 feet; thence tangent to'. the:preceding curve 588 °38'37 "E '' 163.01 feet to•the left bank . of the Green River; thence sautherly ng said . : :. left bank S35 °18'26 "W 33.62 feet; thence S39 °40'01 "W 64.66 feet; thence • S40 °00'29 "W 64.98 feet; thence S29 °07'34 "W 34.24 feet; thence S31 °16 °W . 23.32 feet; thence leaving said left bank of the Green River S89 °46•00 °w • 438.27 feet to the easterly margin of James Christensen Road; - thence along said easterly margin N00 °14'00 "W 286.51 feet to the TRUE POINT OF.•BEGINNING: ' • Containing 2.420 acres of land more or less. - LESi THE dedication of the easterly feet thereof to the City of' Tukwila for a river trail system. • • • Page 6 of 11 • • That portion of Government Ldt 1 in.Section 25, Township 23 North, Range 4 East, W.M., all in King County, Washington, more particularly describ- ed as follows: . .. . Commencing at the southwest corner of said Section 24; thence S89 °47'E along the line common to said Section 24 and 25, a distance - of 110.30 feet to inter- section with easterly margin Of James Christensen Road; thence along said easterly margin S00 °14'00 "E 508.32 feet to the TRUE POINT OF BEGINNING; thence leaving said easterly margin N89 °46'00 "E 438.27 feet to the left bank of the Green River; thence along said left bank the following courses and distances,. 534°31 60.46 feet; 530°51 58.05 feet; S13°16 51.31 feet; ' . _ S15 °57'27 "W 51.92 feet; and S13 °48'40 "W 12.93 feet; thence leaving said left bank S89 °46'00 "W 304.22 feet; thence from a tangent which bears N0O °14'00"W along the arc of a curve to the left, having a radius of 40.00 feet and a central angle of 60 °00'00" an arc distance of 41.89 feet to a point of reverse' curvature; thence tangent to the preceding curve along the arc of a curve to the right, having a radius of 40.00 feet and a central angle of 60 °00'00" an arc distance of 41.89 feet, to a point on the easterly margin of James Christensen' Road; thence along said easterly margin N00 °14'OQ "W 142.40 feet to the TRUE POINT OF BEGINNING. Containing 1.819 acres of land more or less. LESS THE dedication of the easterly 20 feet thereof to the City Tukwila • for a river trail system. • • PARCEL 3 LEGAL DESCRIPTION' • Page 7 of 11 That portion of Government Lot.l in Section 25, Township 23' North, Range` 4 • East, W.M., all in King County; Washington, more particularly • described as • .' ,_ • t l :� t` i.:..:� 'aw • - .•t.:t.. �y� :•`� • Commencing at•the .southwest corner of said Section 24; thence ..589 °47'E • the line common to said Secti 24 and 25, a distance of 11 0. 3 0 feet to inter_- _ •;. section with easterly margin of James Christensen Road; thence along Said • easterly margin 500 °14'00 "E 760.00 feet to the TRUE POINT OF BEGINNING; thence •. from a tangent - whi ch . bears N89 °46'00 "E along the arc of ai curve to the left; : having a radius of 40.00 feet and a central angle of 90 °00'00" an • arc , distance of 62.83 feet; thence: N89 °46' 00 "E 304.22 feet to the left bank 'of the Green River; thence along said left bank the following courses . and distances; ' = 1 S13 °48'40 "W 38.49 feet; S00 °38 "E 60.01 feet; S0 °18'55 °W 40.00 feet; 507°39'16"E 50.49 feet; S18 °27'46 "E 52.81 feet; S27 °57' 17 "E 17:29 feet; thence leaving said left bank N89 °47'00 "W 366.02 feet to a point on the east margin of James Christensen Road; thence along said easterly margin N00 °14'00'W 210.00 feet to the TRUE POINT OF BEGINNING. Containing 1.938 acres of land more or•less. PARCEL 4 , LESS THE dedication of the easterly 20 feet thereof to the City of Tukwfla'•: for river trail system. • Page 8 of 11 RIVER T DEDICATION TO THE CITY OF 110WILA ' 'The Plattors hereby dedicate to the City of Tukwila that portion of Government . • Lot 1 in Section 25, 'Township 23 North, Range 4 East, N.M., all in King County, Washington, being a strip of land lying contiguous to and 20.00 feet westerly of the following described line: Commencing at the northwest corner of said Section 25, thence South 89 °47'East along the line common to Section 24 and 25, a distance of 110.30 feet to inter- section with easterly margin of James Christensen Road; thence continuing South 89 °47'East 10.00 feet; thence North 00 °14'West 6.52 feet; thence North 10 °34'West 47.71 feet; thence North 79 °26'East 20.80 feet more or less to the:-' left bank of the Green River; thence continuing easterly and southerly along the bank of the Green River the following courses and distances; . South 33 °54'07 "East 13.80 feet; South 63 °01'11 "East 69.32 feet; South 78 °22 East 50.99 feet; South 88 °32'20 "East 50.01 feet; North 86 °52'54 "East 50.09 feet;- O North 82 °20'44 "East 100.98 feet; North 77 °54'28 "East 51.20 feet;.North 64 °40'27 " East 55.46 feet; South 85 °06'39 "East 25.08 feet; South 87 °23'39 "East'25.02 feet; South 82 °50'31 "East 50.36 feet; South 59 °34'16 "East 57.80 feet; South 43 °21'09 " East 30.41 feet; South 41 °40'19 "East 17.00 feet; to the TRUE POINT OF BEGINNING; of the line to be described herein; thence from said TRUE POINT OF BEGINNING • continuing along said bank of the Green River the following courses and distances; South 41 °40'19 "East 50.27 feet; South 29 °47'54 "East 5'.80 feet; South 3 °44'56" • West 50.09 feet; South 24 °03'53 "West 54.63 feet; South 39 °19'22 "West 64.34 feet; South 32 °31'34 "West 59.10 feet; South 35 °18'26 "West 61.03 feet; South 39 °40'01" West•64.66 feet; South 40 °00'29 "West 64.98 feet; South 29 °07'34 "West 34.24 feet; South 31 °16'45 "West 23.32 feet; South 34 °31'52 "West 60.46 feet; South 30 °51'21" West 58.05 feet; South 13 °16'05 "West 51.31 feet; South 15 °57'27 "West 51.92 feet; South 13 °48'40 "West 51.42 feet; South 00 °38'22 "East 60.01 feet;'South 00 °18'55" West 40.00 feet; South 07 °39'16 "East 50.49 feet; South 18 °27'46 "East 52.81 feet; South 27 °57'17 "East 17.29 feet; to a point on a line which is 970.00 feet south of the north line of said Government Lot 1; and the southerly terminus of the herein described line. RESERVING therefrom a 10 foot wide easement, 5 feet on each side of the center -' line of an existing storm drain river outfall, for' operation and maintenance of a storm drain river outfall; said easement being located approximately 65 feet northeasterly of the southeasterly corner of Parcel 1 as herein described; said easement to be for the use and benefit of Parcels 1 through 4. • CITY PARK DEDICATION TO THE CITY.OF TGJILA The Plattors hereby dedicate to the City of Tukwila that portion of the',. ' W.H. Gilliam. Donation Land Claim No. 40 and of the southwest quarter the southwest quarter of Section 24, Township,23 North, Range 4 East,,WJ4., and of Government Lot 1 in Section 25, Township 23 North, Range 4 East, W.M., all . in King County, Washington, more particularly described as follows: - Commencing at the southwest corner of said Section 24, thence South 89 °47' East along the line common to said Section 24 and 25, a distance of 110.30 feet to intersection with easterly margin of James Christensen Road;•thence . continuing South 89 °47' East 10.00 feet; thence North 00 °14' West 6.52 feet; thence North 10 °34' West 17.37 feet to the.TRUE POINT OF BEGINNING; thence o continuing North 10 °34' West 30.34 feet; thence North 79 °26' East 20.80 feet - p more or less to the left bank of the Green River; thence continuing easterly U, and southerly along the bank of the Green River the following courses and . distances; • C N South 33 °54'07 "East 13.80; South 63 °07'17 "East 69.32 feet; South 78 °22'29" East 50.99 feet; South 88 °32'20 "East 50.01 feet; North 86 °52'54 " East 50.09 feet; North 82 °20'44 "East 100.98 feet; North 77 °54'28 "East 51.20 feet; North 64 °40'27 "East 55.46 feet; South 85 °06'39 "East.25.08 feet; South 87 °23'39 "East 25.02 feet; South 82 °50'31 "East 50.36 feet; South 59 °34'16 "East 57.80 feet; South 43 °21'09 "East 30.41 feet; South 41 °40'19 "East 17.00 feet; thence leaving ' said left bank of the Green River the following courses and distances South 48 °19'41 "West 75.00 feet; North 89 °47'00 "West 110.00 feet; South 48 °34'59" . West 60.21 feet;. South 71 °04'07 "West 76.22 feet; North 84 °35'20 "West 121.50 feet; North 57 °57'21 "West 102:40 feet; North 42 °04'00 "West 70.22 feet; North 63 °07'11 "West 88.05 feet to the.TRUE POINT OF BEGINNING. Containing 1.456 acres of land more or less. TOGETHER with that portion of the former bed of said Green River which from natural action of accretion would attach to the above described portion of said Donation Land Claim. TRACT A • • • ' ' \ • ,t •' £ bIe . ► . . .T .4• .,s.' A4 .16 '1 O64 I r . !3 14 l Y (� b ' 4�is 1 y , I : arre awn l 30`70 Date The westerly 1 � { t of Parcels 1 and 2 only (- �ddi tion to being a .10 foot sidewalk and utility easement, shall alt be designated as • easement to reserve the same 10 feet area for future roadway, if . ti required by the City of Tukwila. . . GEE : DIVED # 0 0 t • k Certificate No. Short Plat no. PARCEL 1 • N.14211S1P PELI .P pre OP slArrLe N 41'I i'Or C is&rl ,1 • •••• - • /0'410E WALK 1 It./ri.irr'eAS 'CENT • PARCEL 3 71IIr'S 9.4000' 4.60'00'04' • i4 01' • 4 Land Surveyor's Certificate: //548 • Srs'O7:14'w- 144'4' y / '4J W -rssi' 30'. ei w• S. o$' I • I I 1 tereorw •Jrsr /S'J717'4Y $.t ? • S& 'Ia 40 -SL4T' S O'sarr s- emICI' •4000 . . 6012400 - . •L8.as • + $ PARCEL 111 N PARCEL II[AS!MENT a'. COON( „IS iA$ 20.04040M? ~ \ SAdr7ICE•526e • � f• J ' � A, � 1 . s e7 S7'I7 E- I7rs ,YOlfi( \ _` N 4J'IT is .0•14.01" f ��� 1 «CSNrtN1 Ai ) . 1 a-• •, .• , sr c•OssINS N . T DE SET 1 .- now,r.AR 1 tj.- Gas: A: srDscr1 Mai sir 5 o 3 7'304•E - 5041' e• 30' sod srALf' I•• s0 This short plat correctly represents a survey made by me or under my direction in conformance with the requirements of appropriate state statute and has been properly staked in accordance with the Tukwila Subdivision Code. • 101'.W,/ E -AO •!i' J i 10/) ..»/ syLda J -64iii • 4e00 :Pflr -6411. 4 • A rJa71a s• -Sr1 ,J so'ss it -soar • S JV'OJ'LJ'w•1I4r' senrio w -salsa' ,/ �'" sa'sr'� it -SLID' s37e'x'w -4 or Direction: Scale: Stamp • SOUTHCENTER INVESTORS SHORT PLAT TUKWILA. WAS MIN GTON 1 • .1&41721I4! • Lot ••n•. V • • 1•.•. Somme ar a•. r.• ▪ •• •••••I• 141 • V - ••• . 6..11W a< Ir... 11 M.. 1wn I W4 t ti i•a•..'4t.a 14 loom T1. w.,. :: ram. • 4a V. C. 44 r ••. • lawn, .•...•. .N fla •a• 11••••••• a ••••■ • 1•.... •1 t...••.11 ..r . Y 116.. 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