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Home My WebLink AboutIronbridge_PLAN 21) RICK D. ROSSOW/MELANIE G. ROSSOW - 25 WESTBANK ROAD - GLENWOOD SPRINGS, CO 81601 2) F.E. & VIRGINIA (J.T) COLLINS - 525 COUNTY ROAD 109 - GLENWOOD SPRINGS, CO 81601 3) KN ENERGY, INC. - P.O. BOX 670 - GLENWOOD SPRINGS, CO 81602 4) PS WARDEN FAMILY LLLP - 125 C. R. 167 - GLENWOOD SPRINGS, CO 81601 5) CHERYL LYNN TASSOS - 183 C.R.167 - GLENWOOD SPRINGS, CO 81601 6) DOUGLAS MOCHRIE - 2255 CR 167 - GLENWOOD SPRINGS, CO 81601 7) THOMAS P. DYKEMA AND JOAN E. DYKEMA 267 CR.NO. 167, GLENWOOD SPRINGS, CO 81601 8) ROBERT J. AND BEATRICE E. YOUNG, 0311 CR 167, GLENWOOD SPRINGS, CO 81601 9) DOUBLE R. PROPERTIES, 0989 CR 117, GLENWOOD SPRINGS, CO 81601 10) SUZANNE DAMERON 383 CR.NO, 167, GLENWOOD SPRINGS, CO 81601 11) NATALIE J. GARDNER, TRUSTEE UNDER TRUST DECLARATION DATED 8/19/96 405 CR, NO. 167, GLENWOOD SPRINGS, CO. 81501 12) HERBERT L. & NATALIE J. GARDNER - 405 COUNTY ROAD 167 - GLENWOOD SPRINGS, CO 81601 13) JAMES P & MARY K WENTZEL - 427 COUNTY ROAD 167 - GLENWOOD SPRINGS, CO 81601 14) GARY & ELIZABETH SCHENK - 4109 KOMES COURT - ALEXANDRIA, VA 22306 15) SCOTT A. AND JONI MCCONAUGHY, 515 CR 167, GLENWOOD SPRINGS, CO 81501 16) DAVID H & JILL C.H. McCONAUGHY - 515 COUNTY ROAD 167 - GLENWOOD SPRINGS, CO 81601 17) HAYES KARAL SCHLUNDT - 497 COUNTY ROAD 167 - GLENWOOD SPRINGS, CO 81601 18) KEN KRIZ, 483 CR 167, GLENWOOD SPRINGS, CO 81601 19) Michael & Deborah Morienthol, 4431 NE 25th, Lighthouse Point, FL 33064 20) Denis Trupkin, 3535 Windmill Ranch Rd, Weston, FL 33331 21) Erik & Jesse Johnson, 18 Harris Dr, Carbondale, CO 81623 22) Matthew & Taylor Verheul, 1106 Vitos Way, Carbondale, CO 81623 NOTICE; ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, LINE TABLE PRELIMINARY PLAN LINE BEARING LENGTH L1 N82'46'05"W 25.46 L2 S80'35'25"W 293.55 L3 N09'24'35"W 59.13 1-4 N47'32'56"W 355.36 L5 N25'07'00"W 388.32 L6 N07°27'59"W 425.81 L7 N62'52'09"E 26.95 LS N05'18'54"E 1123.22 L9 N06°18'52"E 396.46 L10 N07'13'55"E 71.00 L11 N36'45'00"W 647.15 L12 NO2'18'42"W 155.70 L13 N22'32'23"W 367.78 L14 N72'26'24"W 41.63 L15 S09'24'35"E 79.74 L16 S31'57'23"W 339.19 L17 S80'27'49"W 5.17 L18 S80'35'25"W 324.30 L19 N09'24'35"W 374.24 L20 N52'22'34"E 165.15 L21 N89°00'50"W 440.93 L22 S42'03'22"W 227.13 L23 N41'20'03"W 129.90 L24 NOO'04'56"W 188.06 L25 N47'49'52"W 150.85 L26 N31'26'51 "W 55.83 L27 N04'01'20"W 109.59 L28 N60'15'15"W 88.09 L29 N1712'06"W 55.34 L30 N59'21'1 5"E 7.56 L31 S45'46'51 "E 109.95 L32 S65'20'15"W 18.31 L33 S43'27'47"W 4.07 L34 S31'33'1 6"W 27.17 L35 N54'22'28"E 37.22 NOTICE; ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, NONE PHASE III PREVIOUSLY FINAL PLATTED CURRENT PRELIMINARY PLAN PHASE II, FILING 1 PHASE II, FILING 2 PHASE II, FILING 3 PROPOSED ROW PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED BUILDING ENVELOPE PROPOSED LOT LINE EXISTING 5' CONTOUR EXISTING BOUNDARY EXISTING EDGE OF RIVER 4o�51`#G J ^ 0''1111 6 � � � / i 1/1306/11 � I ♦ *. ♦• ��' % � .��.... � .. 30 CLUBHOUSE ♦ rr� `♦r / / / PRO SHOP/OFFICE PHASE II FILING 1 y // PHASE I �/ //W UO Oi ¢nrz I GOLF COURSE PARCEL 6 / / / LEO �� /� WwwZ r, i 000 - IN O a aoo A�o ^,ry 50.0' KINDER , MORGAN GAS ' LINE EASEMENT..' DRIVING r M RANGE Z. \� 100.0 XCEL ENERGY' PHASE I OVERHEAD POWERLINE 7: GOLF COURSE PARCEL 6 / SEASEMENT -- 40.0 ROOERTSON --IRRIGA.TI"0N DITCH EASM EN T ♦♦ / / ♦ O / 40, \ d l N /L ` GRAPHIC SCALE -" 150 0 75 150 300 600 IN FEET 1 inch = 150 ft. x La > U kW Q�O� PRELIMINARY PLAN CURVE TABLE IRONBRIDGE PLANNED UNIT DEVEL OPMENT- PHASE 11 A PARCEL OF LAND SITUATED IN LOTS 28, 29 AND 30 OF SECTION 1, LOTS 2, 3, 4, 7, 8, 9, 12, 13, 15, 16 OF SECTION 12, AND THE N112 OF SECTION 2 TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND. 5112 SECTION 35 TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN, S 88'54'40" W COUNTY OF GARFIELD, STATE OF COLORADO 38'08'21" 99.85 51.85 SHEET 2 OF 3 98.01 C3 NONE PHASE III PREVIOUSLY FINAL PLATTED CURRENT PRELIMINARY PLAN PHASE II, FILING 1 PHASE II, FILING 2 PHASE II, FILING 3 PROPOSED ROW PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED BUILDING ENVELOPE PROPOSED LOT LINE EXISTING 5' CONTOUR EXISTING BOUNDARY EXISTING EDGE OF RIVER 4o�51`#G J ^ 0''1111 6 � � � / i 1/1306/11 � I ♦ *. ♦• ��' % � .��.... � .. 30 CLUBHOUSE ♦ rr� `♦r / / / PRO SHOP/OFFICE PHASE II FILING 1 y // PHASE I �/ //W UO Oi ¢nrz I GOLF COURSE PARCEL 6 / / / LEO �� /� WwwZ r, i 000 - IN O a aoo A�o ^,ry 50.0' KINDER , MORGAN GAS ' LINE EASEMENT..' DRIVING r M RANGE Z. \� 100.0 XCEL ENERGY' PHASE I OVERHEAD POWERLINE 7: GOLF COURSE PARCEL 6 / SEASEMENT -- 40.0 ROOERTSON --IRRIGA.TI"0N DITCH EASM EN T ♦♦ / / ♦ O / 40, \ d l N /L ` GRAPHIC SCALE -" 150 0 75 150 300 600 IN FEET 1 inch = 150 ft. x La > U kW Q�O� z LD 0[(X -)o CURVE TABLE U 0 z X �0�,M CURVE RADIUS DELTA LENGTH TANGENT CHORD BEARING CHORD C1 500.00 16'38'30" 145.23 73.13 S 88'54'40" W 144.72 C2 150.00 38'08'21" 99.85 51.85 N 28'28'45" W 98.01 C3 250.00 22'25'55" 97.88 49.57 S 36'19'58" E 97.25 C4 250.00 17'39'02" 77.01 38.81 S 1617'29" E 76.71 C5 200.00 70'20'08" 245.52 140.92 S 27'42'05" W 230.39 C6 200.00 57'33'15" 200-901 109.85 N 34'05'32" E 192.56 C7 550.00 23'31'18" 225.79 114.51 N 05'26'47" W 224.21 C8 175.00 43'58'55" 134.34 70.67 N 14'45'33" W 131.06 C9 240,00 34'26'18" 144,26 74.38 S 19'31'51" E 142.09 C10 125,00 59'42'05" 130.25 71.74 N 32'09'45" W 124.44 C11 125.00 39'28'24" 86,12 44.85 S 42'16'35" E 84,42 C12 125.00 49'54'01" 108.87 58.16 N 47'29'23" W 105,46 C13 75.00 41'21'57" 54.15 28.31 N 11'16'24" E 52.98 C14 200.00 48'30'26" 169.32 90.11 N 56'12'36" E 164.31 C15 550.00 48'55'47" 469.69 250.24 S 66'31'16" W 455.55 C16 100.00 41'15'08" 72.00 37.64 S 20'42'30" E 70,45 C17 100.00 47'44'56" 83.34 44.26 N 23'57'24" W 80.95 C18 40.00 16'23'00" 11.44 5.76 S 39'38'22" E 11.40 C19 160.00 5613'56" 157.031 85.49 N 32'08'17" W 150.80 C20 225.00 43'03'09" 159.071 88.75 S 38'43'41" E 165.12 C21 50.00 76'33'21" 66.81 39.46 S 21'04'34" W 61.95 C22 90,00 74'51'55" 117.60 68.89 N 83'12'48" W 109.41 C23 40.00 111'07'06" 77.58 58.33 N 09'46'42" E 55.98 C24 125,00 21'52'28" 47.72 24,16 S 54'24'01" W 47.43 C25 1 150,00 11'54'31" 31.18 15.64 S 37'30'32" W 31.12 NONE PHASE III PREVIOUSLY FINAL PLATTED CURRENT PRELIMINARY PLAN PHASE II, FILING 1 PHASE II, FILING 2 PHASE II, FILING 3 PROPOSED ROW PROPOSED CENTERLINE PROPOSED EASEMENT PROPOSED BUILDING ENVELOPE PROPOSED LOT LINE EXISTING 5' CONTOUR EXISTING BOUNDARY EXISTING EDGE OF RIVER 4o�51`#G J ^ 0''1111 6 � � � / i 1/1306/11 � I ♦ *. ♦• ��' % � .��.... � .. 30 CLUBHOUSE ♦ rr� `♦r / / / PRO SHOP/OFFICE PHASE II FILING 1 y // PHASE I �/ //W UO Oi ¢nrz I GOLF COURSE PARCEL 6 / / / LEO �� /� WwwZ r, i 000 - IN O a aoo A�o ^,ry 50.0' KINDER , MORGAN GAS ' LINE EASEMENT..' DRIVING r M RANGE Z. \� 100.0 XCEL ENERGY' PHASE I OVERHEAD POWERLINE 7: GOLF COURSE PARCEL 6 / SEASEMENT -- 40.0 ROOERTSON --IRRIGA.TI"0N DITCH EASM EN T ♦♦ / / ♦ O / 40, \ d l N /L ` GRAPHIC SCALE -" 150 0 75 150 300 600 IN FEET 1 inch = 150 ft. x La > U kW Q�O� z LD 0[(X -)o dwo�s U 0 z X �0�,M F -O OL) 0 N :E<, zo N z Qcal-g �OMa �a 6 ° con 0 z°°: I -W 0 U �V U In CpOQ0 (r Q -j im a M 6 (V J O C! �mLL. 00 o U a LL. a a, 0 0co 04 PONU U 01 0 in J Of dl9 09 1> M 0 0 2 . 0 zlu MEN 47 IL IL 41 j_ Z to Id W 0 F ..rNU ®r . th �2 IM 1-0 a W ® >zi, lx1 R a oz wz too _ 10 W IL IL kI 0 0 U iz z --IO J LQ � a. 0 .. =z a d 3� ZZ °(-) 02 Ir J zJ ""W L`" PROJECT NO. 2051019.00 PLAN -02