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Home My WebLink AboutSUITTS COLORADO MORTGAGE COMPANY POUDRE TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-26 (2)N. 88 ?Z 03 'E 6410 FOUND REAR MTx _ F _DW CAF No . 65 24 24 E. � , 59.40' S 69005 "3/'E 76..39' T NIX Sk. /062 P3. 86 159• d"36 °16 '35" R= 313.21 ' L = 198.31 " I, �At 70'O/25"E. L::2� ��90 R= 263.2/" L = 166.65' (.0.7.3 q, p5597 6 3 W N.7� °� °� Sic. la'r�N ' R. To w / Colorado MortcLaucZe Co. Tract P An easement for the purpose of a bicycle -horse path along the southerly side of the Cache La Poucdre River situate in the NEk of Section 18 and the W� of Section 17 of Town- ship 7 North, Runge 68 West of the 6th P.M., Larimer Comity, Colorado as shown on the adjacent plat which is herewith incorporated into and made a part of this legal description and which is more particularly described as follows: Considering the West line of the Mh of said Section 18 as bearing S 00 15' 41" E and with all bearings contained $erein relative thereto and commencing at the West k corner of said Section 18; thence N 74 07' 08" E 4055.97 feet to the beginning of that tract described in Book 534, Page 102 of Lorimer County records; thence along the southwesterly boundary of said tract N 690 05' 31" W 416.41 feet to the True Point of Beginning of the easement to be herein described; thence N 700 01' 25" E 101.44 feet to the beginning of a 263.21 foot radius tangent curve concave southerly; thence along said curve to the right through a central angle of 360 16' 35" an arc distance of 166,65 feet to a point of reverse , thence along a curve having a radius of 313.21 feet to the left through a central angle of curvature; 55" an arc distance of 55.02 feet; thence S 810 45' 55" E 604.04 feet to the beginning of a 275.00 foot radius 8anngent curve concave northerly; thence along said curve ttQ� the left through a central angle of 32 31' 30" an arc distance of 156.11 feet; theme N 63" 42' 35" E 553.05 feet to the beginning of a 238.50 foot radius tanggnt curve concave southerly; thaws along said curve to the right through a central angle of 56" 08' 35" an arc distance of 233.70 feet to a point of reverse curvature; thence along a curve having a 125.00 foot radius to the left through a central angle of 50 03 25 an arc distance of 109.21 feet to a point reverse tore; thence along a curve Aavinng a 479.67 foot radius to the right through a e of 1V 58' 50" an arc distance of 133.79 feet; thence N 850 46' 35" E 347.80 feet to of a 100.00 foot radius tangent curve concave southerly thence along said curve to the rAPILM Kigh a central angle of 320 43' 25" an arc distance of 57.11 feet; thence S 610 304 00" E JMVM feet to the beginning of a 100.00 foot radius tangent curve concave southwesterly; thence along said cuve to the right through a central angle of 560 46' 30" an arc distance of 99.09 feet; thence S 4 43' 30" E 417.46 feet to the beginning of a 350.00 foot radius tangent curve concave northeasterly; thence along said curve to the left through a central angle of 40 36' 30" an arc distance of 248.06 feet; thence S 450 20' 00" E 169.30 feet to the beginning of a 133.42 foot radius tangent curve concave southwesterly; thence along said curve to the right through a central angle of 490 204 00" an arc distance of 114.88 feet; thence S 4T' 56' 15" E 377.77 feet to the beginning of a 653.52 foot radius tangent curve concave south- westerly; thence along said curve to the right through a central angle of 290 45' 00" an arc distance of 339.33 feet to a point of compound curvature; thence along a curve having a 115.00 foot radius to the right through a central angle of 480 16' 45" an arc distance 96.90 feet; thence S 300,05' 30" W 173.74 feet to the beginning of a 155.00 foot radiuu$ tangent curve concave easterly; thence along said curve to the left through a central angle of 42 44' 00" an arc distance of 115.60 feet; thence S 1V 38' 30" E 293.44 feet; thence S 410 45' 40" E 320.98 feet to the begin- ning of a 200.00 foot radius gangent curve concave northerly; thence along said curve to the left through a central angle of _Mr 45' 45" an arc distance of 1a0.21 feet; thence N 890 28' 35" E 158.52 feet thence S 760 At 10" E 354.04 feet; thence S 39 52' 55" E 126.27 feet to a point that is 30.00 feet westerly of %lien measured at right $nngles to the east line of the SDh og said Section 17; thence parallel to said east line S 0 29' 14" E 256.19 feet- thence N 89 30' 46" E 30.00 feet 8o a point on said east line; thence along said east line N O6 29' 14" W436.13 feet; thence S 79 58' 45" W 141.54 feet; thence N 760 26' 10" W 317.36 feet; thence S 890280 35 W 164.70 feet to the beginning of a 150.00 foot radius Sangent curve concave northerly; theme along said curve �o the right through a central angle of 48 45 ' 45" an arc distance of 127.66 feet; thence N 41 45' 40" W 307.99 feet; thence N 120 38' 30" W 280.46 feet to the beginning of a 105.00 foot radius tangent curve concave easterly; thence along said cFw to the right through a central angle of 420 44' 00" an arc distance of 78.31 feet; thence N 30 05' 30" E 173.74 feet to the beginning of a 165.00 foot radius tangent curve concave westerly; thence along said curve to the left through a central angle of 48F 16' 45" an arc distance of 139.03 feet; thence N 18 119 15 W 119.33 feet to a point on the westerly extension of the southerly boundary of that property described in Book 1807, Page 854 of Lorimer county records; thence along said westerly extension N 89 57' 57" E 59.48 feet to the southwest corner of said property; the along the westerly boundary of said groQerty N 26" 26' 16" W 147.81 feet; ._ _.8e again N 61 57' 16" W 186.66 feet; thence again N 46" 46' 33" W 247.43 feet; thence again N 34 23' 01" W 113.74 feet; thence leaving said westerly boundary ii 450 204 00" W 256.92 feet to the beginning of a 300.00 foot radius tan- gent curve concave northeasterly; thence along said curve to the right through a central angle of 400 36' 30" an arc distance of 212.62 feet; thence N 40 43' 30" W 493.90 feet to a point on A = 10003'55" R = 263.21' L - 46. 24" N 83o¢s, 10 003 :5'5„ S 83'45 s-S E 6O4 R=3/3.21' 04 L=s5.02" FOUND 2 z z91A. PIPE P. 0. B. BK. 534� PG. /02 /00' 0 5�0' /boo A = 32 °31 30 " R= Z25.00' L = 127 73' A = 32031 "30" R= 275.00' L=156. H COL ORADO MOR rGAGE Co. SK.6.34 PG. 102 / 'z the westerly boundary of that property described in Book 1807, Page 854 of Larimer County records; thence along said westerly boundary N 47' 19' 10" W 80.73 feet; thence leaving said westerly boundary N 640 57, 29" W 263.82 feet; thence S 850 46' 35" W 391.84 feet to the beginning of a 529.67 foot radius 8anngent curve concave southerly; thence along said curve to the left through a central angle of 15 58' 50" an arc distance of 147.73 feet to a point of reverse curvature; thence along a 75.00 foot radius curve to the right through a central angle of 560 03' 25" an arc distance of 65.52 feet; thence N 600 08' 50" W 153.86 feet; thence S 630 42' 35" W 706.92 feet to the beginning of a 225.00 foot radius tangent curve concave northerly; thence along said curve to the right through a central angle of 320 31' 30" an arc distance of 127.73 feet; thence N 830 45' 55" W 604.04 feet to the beginning of a 263.21 foot radius tanSernt curve concave northerly; thence along said curve to the right through a central angle of 10 03' 55" an arc distance of 46.24 feet to a point of reverse curvature; thence along a 313.21 foot radius curve to the left through a central angle of 360 16' 35" an arc distance of 198.31 feet; thence S 700 01' 25" W 159.19 feet to a point on the northeasterly boundary of that property described in Book 1062, Page 85 of Lorimer County records; thence along said northeasterly boundary S 690 05' 31" E 76.39 to the Point of Beginning containing 8.3876 acres of land more or less. A = 56 °08 '35 a5 R= 238.50' L = 233.70' COLORADO MORTGAGE CO. BK. S-34 , PG. 102 SurZegor's Certificate I, Maurice E. Rupel, a professional engineer and lard surveyor under the laws of the State of Colorado, certify that the adjacent plat portrays a survey made under my direction and that the dimensions and monuments shown thereon are correct to the best of my knowledge. urice E. Rupel. P.E. & L.S. #10828 A = 50 *0325 CR =75 00' L = 65. ,52 ' L = 50003 25-" R = 125.00' L =109. 21' d= 150581 50 R= 52 9- 67 ' L = 147. 73' CACHE L A PDUDRE RIVER S. 85°46 "35"W 391-94' vWa N. 85 046 "35 "E' -747. 80' sl �`9 �4 s A=32043'25*" 0 ��, d=15°5850 R=/06200 moo R= 479.67' L =S7/l" L =133. 79' 6 -.3-6 04630 R=100.00' L= 39.09' MATCH CITY OF FORT COLLINS CO. 8K.1807 P6.854 i j N47°S %O W N8011 .73. 5-7 REC.) Found Rebar Wrth Survey Capper a. Smi17�.surveY �n � w b V � SEC. 18 T. 7N. R. 68 W. MULBERRY 2568.38' S.88'53'09"W. 2641.48 0) to ,N 41 h O �o IV 8900/ "28"E. N. 89°O/ 2 8 "E 2568.92 " 2643.77 FOUNQ_. _ST_EEL_.P1� N ON z L /NE N.890.91'34"E. 2573.79' N.88049'28'E 2646.29' PROSPECT INFORMATION FOR SECTION SUBD/Y/S/ON SUPPLED BY G. P. DELGAOO ACCEPTED AS A BASIS FOR TX/S SURVEY LEGEND o SET 5/8 "RE8AR /8 "/01V6 WITH SURVEY CAP MARKED L.S. 10828' O 114 SECT/ON CORNER AS NOTED • FOUND POINT AS NOTED REVISIONS v ' DESIGNED: DRAWN: ' APPROVED SHEET CITY OF FORT COLLINS , COLORADO D. COLORADOOOREMORTGAGERCO/L�SU/TTS) OF -1- SCALE: BOOK: CHECKED DATE: ENGINEERING DIVISION /-=/00 0o6 No Text