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HomeMy WebLinkAboutSPRING CREEK TRAIL HILLPOND TRAIL EASEMENT - Filed LSP-LAND SURVEY PLATS - 2010-02-23Z N REVISIONS: L6GENp ® 6EGT/ON G 02 UE2 Go�NEK O %4 Go2NE2 N0 �7 /(G/ES T . SE T P/N%�✓/CAP low SEGTIOt/ 7-3 a 7-0w//5Jf1P 7 ND,zr#j eAN&E 69 WEST o P/N NOT 5 6 T FOUND 3/V 2Eme GeNrER G/NE OF TeAGT - s1 c 7710& ZINE 5UsP1Vs1on/ 30UND4Ky Vitio reArl CokDo1111Yll/iys V) w Q w w 5 680 Z7'93"E V) 3 o �0 o�ti 6 N 7b0 0/14b" E 47 43' E N 07 ' 53 ' 67" E 70. Z6' Al 56039' 0711E 79. Z4' `TRUE IP0/NT of BE6/NNW Al $9° 50.00' \/V 63 ° lb' 4,3"E �.Z/' 3,eD kEPLA7- D,'� #ILL POND ON SPR/a/G C eEEK /sr u 63, 5 6Z°OS'I/ 93, z4' 5 380 Z7' ZO" 85.93' 5 y80 56' 03" E 105.01' W(LPEICL"p 6LOOOM/N1611ys NILLPOND BICYCLE TRAIL A tract of land along Spring Creek situate in the S 1/2 of the NW 1/4 of Section 23, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins, Larimer County, Colorado, which is 10' on either side of and at right angles to the following described centerline: Considering the West line of the NW 1/4 of said Section 23 as bearing N 0'07'44" W and with all bearings contained herein relative thereto, and commencing at the W 1/4 cor of said Section 23, monumented by a found 112" rebar; thence N O007'44" W 911.46' along said West line; thence N 89'52'16"E 50.00' to a point on the East line of Shields St. and the True Point of Beginning of the tract to be described herein; thence along the following successive courses: N 55038'27" E 79.241; N 4053'57" E 70.261; N 45003'42" E 192.55'; N 68019'43" E 155.2l'; N 76001'46" E 47.30'; S 68027'53" E 31.53'; N 63016'43" E 80.2l'; N 80026'30" E 230.43'; S 76006'34" E 173.69'; S 62005'49" E 83.24'; S 38027'20" E 115.93'; S 48056'03" E 105.0l'; S 72029'03" E 137.30'; S 84013'09" E 84.64'; N 73029'09" E 124.48'; N 89058'27" E 93.54'; S 81027'48" E 169.68'; S 39056'32" E 67.95'; S 72329'30" E 53.10'; S 88037'37" E 423.66'; N 89039'50" E 258.73'; (/EST To the Beginning of a 76.89' radius tangent curve to the right having a 5E6r10N 7,3 central angle of 89°56'12" and a chord of 108.68 which bears S 43"03'08" E; ToW(//P TNoer/f, e4N66- 69 wEsr thence along said curve an arc distance of 120.70'; thence S 0'23'58" E 249.22' ; thence S 13'33'42" W 70.85' to the Beginning of a 65.00' radius FOUN1� �171 ,QC5/12 non -tangent curve to the left having a central angle of 78°36'06" and a chord of 82.34' which bears S 43'15'58" E; thence along said curve an arc distance of 89.17' to a point on the East line of said NW 1/4, Sec. 23 and the point of terminus of said centerline. The northerly and southerly boundaries of said tract are extended or shortened to terminate at the East line of Shields St. and the East line of said NW 1/4, Sec. 23. Said Tract contains 1.5187 acres of land, more or less. Noti�Tn- SCALE / /X , 5 72: ° Z %' 03" E _l 137.30' 5EC T/ON Z3, 1"7N., ,C 63 k/. WEST P,ZOSpEGT roA.> NB9° 45'47" W N 890 47' 4b" W Z655.66' Zb63.67' 3 830 47' 37" W S3/4./1' Z6 5b. 9Z' Z657 Zo' w � dl t� 'V � O Q, N N O 06s4.74' Z65Z.36' Z 5 890 54' 00" E 5 89° 53' 03" E W5/ &% D,e/KE , DAP ZS jI, Maurice E. Rupel, a professional engineer and land 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. W .r •r v O Maur E. Rupel V P.E. & L.S. # 10828 9 PLAT OF #ILL PDa/D D/f/ 5>IPR116 Zhd �.N 59° 58 Z7" E 6% 95 ;:5 8y° /3' 09'" E 84.bq' N 730 Z9'Oy 6 169.68, 0 / /Z7J 4B' 5 7Z° Z9' 30" E 63.0 ND�/1 114 G D2N�e 5EGTlDN Z3 7'DWNsK/P 7 IVOPTN, ?-RNOE 69 wb-s-r FOUND 965A,: N 830 59" So^ E - Z58. 73' 4 - 650 56' /Z" K - 76.89' Q1 G /30, 70 ' b GKD - /03.68 , M s 430 03,Og., E N N 0 Lll 5 DO ° L 3' 7�{9.ZZ' y 3 Wp 5 /3° 33' qZ„ W O. 78 s ` °z A- 79" 36' 0b„ )P-- b5.00' 4 L-89,17' ��v L/{D-gZ.3q, J m � o v�3o CE/1/TEk /4 �OPNER SEGT/OW Z3 TOWN -SW 7 NOK rff, 2ffN�b 6 9 G/EsT FOU/VD REw l✓/G�fP 0,13'N � 0.17'E / DESIGNED: DRAWN: APPROVED: SPRING CREEK TRAIL Y SHEET 1 CITY OF FORT COLLINS COLORADO '� -rR Gs _ -� - - �� SCALE BOOK : CFIEClCED: DATE: HILLPOND OF ENGINEERING DIVISION ( _ sir ��3. 7�83 1-100 �� I H - 0/8