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HomeMy WebLinkAboutTIMBERLINE CHURCH PUD EXPANSION - Filed ED-EASEMENT DEDICATION - 2008-06-13_ IADORESS: PHONE: 97u.i2i.41 S8 WERSITE: NORTHERNAin S. college Ave. Suitet00 www.northernengineenng.coni ENGINEERING Fort collies, co 8e524 FAX: 970.221.4159 DESCRIPTION A drainage easement being a portion of Lot 2, Timberline Church P.U.D. located in the West Half of Section 29, Township 7 North, Range 68 West, of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the West line of the Northwest Quarter of said Section 29 as bearing North 00°04'32" West, and with all bearings contained herein relative thereto: Commencing at the West Quarter corner of said Section 29; thence, North 77°43'29" East, 1019.29 feet to a point on the South line of Lot 2, said point being the POINT OF BEGINNING; thence along said South line, South 85100'32" West, 32.15 feet to a point on a drainage and utility easement line; thence along said easement line, South 90°00'00" West, 97.74 feet; thence along a curve concave to the Northwest having a central angle of 07°08'54", a radius of 734.28 feet, an are length of 91.61 feet and the chord of which bears North 58°39'04" East, 91.55 feet; thence along a non -tangent curve concave to the Northwest having a central angle of 06109'59", a radius of 623.87 feet, an arc length of 67.14 feet and the chord of which bears North 50°14'05" East, 67.11 feet to a point on a drainage and utility easement line; thence along said easement line, South 00°00'00" East, 87.76 feet to the Point of Beginning. The above described easement contains 5,254 square feet or 0.121 acres more or less and is subject to all easements and rights -of -way now on record or existing. April 10, 2007 LMM S:\Survey Jobs\250-001\Dwg\Exhibits\DRAINAGE EASE LOT 2_ 4-10-07.doc s:lswnmveaormvw,mo�.wx�m�� eeMn�.iaa�e.4 uilnmi e.nai uax... wonrmo-. x.awea.W V OVON 3NMRSV411 z hLZft,O OON (SON16V39 30 SISVO) 6Z NOLL33S b/t MN 3H1 30 3NIl 1S3M A D 42 y�y 1 Z m $ zmZ Iz' y D; P # 1D m R J Z tl b y I I I I r 0 1 I N � I �P I 1 m J m z . s rn \ (Ono a �rn rn 3 r z T z F g m O [� , q 5 \ S O �� as MJA ;a M:12A Z 3 S 3 z 5" rn n mg$ v c ' m a a$ z ? = X M!i n -10 _ nn0� 0 n-- rn z= n rn O Rat C tit � o = c� O O �rn N m 0 _ ? N m z z J a J A N P �> m S� 01 > ouo aF > INm o Z n OC O C Z En ovoz x T0 OS 2 o O 0 NORTHERN E N G I N E E R I N G SS: ollege Ave. Suute 100 rFortins, CO 80524 PHONE: 97C.221.415fl WEBSITE: v.ww.norlhemenglneering.com FAX: V0.221.4159 DESCRIPTION A drainage easement being a portion of Lot 1, Timberline Church P.U.D. located in the West Half of Section 29, Township 7 North, Range 68 West, of the 6th Principal Meridian, City of Fort Collins, County of Latimer, State of Colorado being more particularly described as follows: Considering the East line of Timberline Church P.U.D. as bearing North 00109'08" East, and with all bearings contained herein relative thereto: Commencing at the Southeast corner of said Lot 1; thence along the East line of said Lot 1. North 00100'00" East, 8.22 feet; thence, South 90000'00" West, 7.41 feet to a point on a drainage and utility easement line; said point being the POINT OF BEGINNING; thence along said easement line, South 90°00'00" West, 134.32 feet; thence along a non -tangent curve concave to the West having a central angle of 07°06'18", a radius of 909.08 feet, an arc length of 112.61 feet and the chord of which bears North 22'01'55" East, 112.53 feet; thence, South 70°25'51" East, 60.43 feet; thence along a non -tangent curve concave to the West having a central angle of 03°59'12", a radius of 901.46 feet, an are length of 62.72 feet and the chord of which bears North 15°42'52" East, 62.71 feet to a point on a drainage and utility easement line; thence along said easement line the following two (2) courses and distances, North 90100'00" East, 18.18 feet; thence, South 00100'00" East, 144.44 feet to the Point of Beginning. The above described easement contains 11,979 square feet or 0.2750 acres more or less and is subject to all easements and rights -of -way now on record or existing. April 10, 2007 LMM S:\Survey Jobs\250-001\Dwg\Exhibits\DRAINAGE EASE LOT 1_ 4-10-07.doe s l5u n IwYvomIWr�LM00➢R.1YUf£..4IoaI ., 1111 /IW) 14 n AM.Xeo. woac®ea osu es.w 09 c4 n0 'n n; m m OZ -ti OVON 3NIIH381"ILL ------I-------------------------- 21NU J n aR \ J- or m �H 7^y my � n "P m oo; SST LINE OF TIMBERLINE CHURCH P.U.O. (BASIS OF BEARINGS) N00'09.OVE Cz1 ❑1 r r N p w G r i m P d sF,r p p to Z Z � NJ n :m m oaao$ mm doN oO O O O OO U N O O O66.s O O A N 2 oo-mooen ri ri ri t Frio V Z A D �v 2 �z z D m m Co O7 :Em m3 �m z Oz =r m = Q 3 ? m ra r Iti 3 m Znm Cl � J� O Q l 1 --i m C v E z z = � m Om In D_D o T RO TI m ,m9, m z iN o 08 CC n C O = O 6:bvvry hb�1140]IWufIDtlhi4W®14ALLBSS PA6ES43N11�14N JAL SIIIRW)S:p�A1411-m MaYf n6m OWKW O �C H TIMBERLINE ROAD 3 WEST LINE OF R1E NW 1/4 SECTION 29 (BASIS OF BEARINGS — 8 -- -- --------f °n.Mz n �= C4 - D44 m r� N / / acagj - n / V r C I 222 y Z y nc� yy R"'spR � nH np Ijy / em 6 rm Sq a I. � n y- 5 "<g L—J s allo DNT➢cI WBtld NauoIN -------------- gg@nnn00nnnn2 O P A N lull J N q J O O p puim o{ 0 �(ul� u0A .b� 40l{j (NS�tP y A O o o o g o o g 0 60 9 C (y O (D N m J m N A k 04 y m Z m A Z P O N Z O 0.0 A N A 0 1 d 3 0 �[ N d A Lq A N J N m O N P m O W J1 O I1P+ O J zo m mrim riFf riZ F f F A J 10 P. P b. 4 O !O 2 O� Ol A P N b g A ONi OJi O z m 3 �m zm C) 2 00'04'32"W m 00 D too rnrn n m Ln g4 N ��o O_ b�� m 1 p M N �� � z ti n3 m M ti r� rnz m C rZ% M� n = T Zy n _ F--1 E3 C� m ov r � Gz Z --j ;n n m c rn m n 0 3 m rn �0 Dz r�rrrr� i N N O r Z Z y) 2 b Op Z lA b VI 2 0 O 1� 2 (ppb VI Z J z 2 JJNODb✓O VI N Z VI O mm O N O A{{ N 0 P LO p O V b AZ +m OFNN P (T b u J N ll 0V mO�J DONO p fmm Ff 6^EZ NORTHERN SS: PHONE: 970.2214158 wEBSITE: ENGINEERING r200ollege Ave. Suite laD ins, CO 80524 FAA: 971221.4159 www.northernongineering.com DESCRIPTION An emergency access easement being a portion of Timberline Church P.U.D. located in the West Half of Section 29, Township 7 North, Range 68 West, of the 6th Principal Meridian, City of Fort Collins, County of Larimer, State of Colorado being more particularly described as follows: Considering the West line of the Northwest Quarter of said Section 29 as bearing North 00°04'32" West, and with all bearings contained herein relative thereto: Commencing at the Northwest corner of said Section 29; thence, South 26°39'49" East, 1,491.21 feet to a point on the North line of Timberline Church P.U.D., said point being the POINT OF BEGINNING; thence along said North line, South 89°25'18" East, 37.00 feet to a point on a drainage and utility easement line; thence along said easement line, South 00°00'00" West, 70.91 feet; thence, North 89°49'26" West, 281.53 feet; thence along a tangent curve concave to the Southeast having a central angle of 90°13'53", a radius of 21.00 feet, an are length of 33.07 feet and the chord of which bears South 45°03'37" West, 29.76 feet; thence, South 00003'19" East, 27.61 feet; thence along a tangent curve concave to the Northwest having a central angle of 47°47'58", a radius of 25.00 feet, an arc length of 20.86 feet and the chord of which bears South 23°50'40" West, 20.26 feet to a point on Lot 4 of Timberline Church P.U.D.; thence along the Lot line of said Lot 4 and a reverse curve concave to the Southeast having a central angle of 06' 11'42", a radius of 216.00 feet, an arc length of 23.34 feet and the chord of which bears South 4403848" West, 23.34 feet; thence along a non -tangent curve concave to the East having a central angle of 75017'07", a radius of 352.00 feet, an arc length of 462.52 feet and the chord of which bears South 03°54'21" West, 429.96 feet; thence departing said Lot line along a reverse curve concave to the Southwest having a central angle of 17°23'33", a radius of 80.00 feet, an arc length of 24.28 feet and the chord of which bears South 25002'25" East, 24.19 feet; thence along a compound curve concave to the West having a central angle of 35°21'22", a radius of 98.00 feet, an arc length of 60.47 feet and the chord of which bears South 01°20'02" West, 59.52 feet; thence, South 24°13'59" West, 34.07 feet; thence, North 74°28'37" West, 23.65 feet; thence, North 74°26'54" West, 6.07 feet; thence, North 74°28'37" West, 58.42 feet; thence along a tangent curve concave to the South having a central angle of 15°35'19", a radius of 176.00 feet, an arc length of 47.88 feet and the chord of which bears North 82°16'17" West, 47.74 feet; thence, South 89°52'02" West, 115.74 feet to a point on the East right-of-way line of Timberline Road; thence along said line, North 00°05'34" West, 48.37 feet; thence, South 8905743" East, 231.17 feet; thence along a tangent curve concave to the Northwest having a central angle of 124°59'41", a radius of 10.00 feet, an arc length of 21.82 feet and the chord of which bears North 27°32'27" East, 17.74 feet; thence along a reverse curve concave to the East having a central angle of 76°30' 19", a radius of 374.00 feet, an arc length of 499.39 feet and the chord of which bears North 03°17'45" East, 463.11 feet; thence along a non -tangent curve concave to the Southeast having a central angle of 04°58'44", a radius of 238.00 feet, an arc length of 20.68 feet and the chord of which bears North 44°02' 19" East, 20.68 feet; thence along a reverse curve concave to the Northwest having a central angle of 46°35'00", a radius of 15.00 feet, an arc length of 12.20 feet and the chord of which bears North 23'14'11" East, 11.86 feet; thence, North 00°03'19" West, 63.54 feet; thence, South 89°49'26" East, 269.58 feet; thence along a tangent curve concave to the Northwest having a central angle of 90° 10'34", a radius of 18.00 feet, an arc length of 28.33 feet and the chord of which bears North 45°05'17" East, 25.49 feet to a point on a drainage and utility easement; thence along said easement, North 00°00'00" West, 3 3. 11 feet to the Point of Beginning. The above described easement contains 36,255 square feet or 0.832 acres more or less and is subject to all easements and rights -of -way now on record or existing. April 10, 2007 LMM S:\Survey Jobs\250-001\Dwg\Exhibits\EMERG. ACCESS EASE 4-10-07.doc