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30 SH 82 PUD Color (Part 1)10-05-15
tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 GLENWOOD SPRINGS River Edge Colorado Garfield County, Colorado Amended PUD (Rezoning) and Subdivision (Preliminary Plan) PUD/Preliminary Plan Drawing Package March 8, 2013 - 8140 Partners, LLC October 2015 - HDR Engineering, Inc. F. scale north 3000 6000 PROJECT LOCATION MAP CARBONDALE CONTRIBUTORS: CIVIL ENGINEER/PLANNER 8140 Partners, LLC ®HDR Engineering, Inc. SURVEYOR Tuttle Surveying Services, Inc. °Joy Surveying Company, Inc. ARCHITECT Axxe Group, LLC LANDSCAPE ARCHITECT Zehren and Associates, Inc. STRUCTURAL ENGINEER Oddo Engineering, Inc. TRAFFIC Fehr & Peers Transportation Consultants FISCAL IMPACT Economic & Planning Systems, Inc. WATER RESOURCE Resource Engineering, Inc. WILDLIFE/ENVIRONMENTAL Rocky Mountain Ecological Services, Inc. Pendo Solutions GEOLOGIST/GEOTECHNICAL ENGINEER RMG Engineers, LLC Hepworth-Pawlak Geotechnical, Inc. LEGAL Brownstein Hyatt Farber Schreck, LLP NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified Land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, H approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes of other agencies. These maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). Q INDEX OF DRAWINGS NO. SHEET TITLE G00.01 V01.01 EC01.01 PUD01.01 PUD02.01 PUD03.01 PUD04.01 PRPN01.01 PRPN02.01 PRPN03.01 PRPN04.01 OS01.01 LA01.01 RP01.01 LT01.01 000.01 C00.02 C01.01 CO2.02 CO3.01 C04.01 TITLE SHEET AND VICINITY MAP ALTA SURVEY EXISTING CONDITIONS/LAND SUITABILITY PLAN PUD PLAN PUD COVER SHEET PUD GENERAL NOTES PUD PLAN TRACT A0, AJ, AK, BC, BM PLAN PRELIMINARY PLAN PLAN COVER SHEET AND LEGAL GENERAL NOTES PLAN SHEETS TRACT A0, AJ, AK, BC, BM PLAN OPEN SPACE PLAN AND SCHEDULES LANDSCAPE PLAN AND SCHEDULES RECLAMATION PLAN LIGHTING PLAN c I SCHEDULES PRELIMINARY ENGINEERING PLANS PRELIMINARY ENGINEERING PLANS COVER SHEET PRELIMINARY ENGINEERING PLANS LEGEND STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN STREETS PLAN AND PROFILES ROUNDABOUT LAYOUT TYPICAL STREET AND TRAIL SECTIONS 000.01 RFTA TRAIL ULDER17,00 RAN AND OECTON SITE PL/.IIS COC.01 C07.01 DR01.01 1.0002_ CDOT STREET AND TRAIL DETAILS BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN 501.01 CATTLE CREED DRIDOE OCNCRGL NOTES, Pr/J4 1,140 ELEVATIOI. 501.04 DR02.02 DR03.01 801.01 SW01.01 SW02.01 SW03.01 SW04.01 SW05.01 SW06.01 SW07.01 CP01.01 ES00.01 ES01.01 ES02.01 ES03.01 ESO4.01 ES05.01 SS00.01 5501.01 5502.01 5503.01 SSO4.01 SS05.01 SD01 SDO2 SD03 SDO4 SD05 SDO6 SD07 SDO8 SDO9 SD10 SD11 SD12 SD13 SD14 CD' C CATTLE CREEK DRIDOE ELEVATION AND SECTION DRAINAGE STRUCTURES PLAN AND PROFILES DRAINAGE STRUCTURE DETAILS HAZARD MITIGATION PLAN SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN SANITARY SEWAGE COLLECTION & WATER SUPPLY PLAN AND PROFILES SANITARY SEWAGE DETAILS WATER SUPPLY DETAILS IRRIGATION SYSTEM PLAN GLENWOOD DITCH RELOCATION PLAN AND PROFILES IRRIGATION AND GLENWOOD DITCH DETAILS CONSTRUCTION PHASING PLAN BY FILING EROSION AND SEDIMENT ONTROL LAN EROSION AND SEDIMENT CONTROL PLAN COVER SHEET EXISTING CONDITIONS RECLAIMED CONDITIONS PHASED CONDITIONS FINAL CONDITIONS EROSION AND SEDIMENT CONTROL DETAILS SUPPLEMENTAL SUMMARY SHEETS COVER SHEET EXISTING CONDITIONS/LAND SUITABILITY MAP SUB -ZONE DISTRICTS OVERALL ZONING PLAN OVERALL STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS OVERALL DRAINAGE STRUCT ' SUPPORTING DESIGN INFORMATION SHEETS COVER SHEET TERRACE PKWY. TYPICAL SECTION SHEET 1 OF 2 TERRACE PKWY. TYPICAL SECTION SHEET 2 OF 2 SH 82 @ CATTLE CREEK RD. TYPICAL SECTION SH 82 @ TERRACE PKWY. TYPICAL SECTION TERRACE PKWY. GEOMETRIC LAYOUT 0+00.00 TO 14+88.28 TERRACE PKWY. COORDINATE GEOMETRY TERRACE PKWY. ROADWAY PLAN 0+00.00 TO 6+00.00 TERRACE PKWY. ROADWAY PLAN 6+00.00 TO 13+00.00 TERRACE PKWY. ROADWAY PLAN 13+00.00 TO 14+88.28 CATTLE CREEK ROADWAY PLAN TERRACE PKWY. ROADWAY PROFILE 0+00.00 TO 6+00.00 TERRACE PKWY. ROADWAY PROFILE 6+00.00 TO 13+00.00 TERRACE PKWY ROADWAY PROFILE 13+00.00 TO 14+88.28 RFTA TRAIL CRO2C'NC OFT'0" ' 2'ECD 'ADLC SD' C RFTA MAI Of T'0" SCC"O'l SD'7 C002CIYC RFT/. Tr1A'L 0^"0" A A 2 CR0CfWEL'< SD10 O'lOCC'lc RFT/. TO/.IL OPTIOP 2 SCC'IO"I '010 Cl1O2CI IC RFTA 'flA'L C'IOZCTIC OfTIO1 A A 3 FUTURE RAILROAD 2020 'T'/. '1/.IL CRO2C"IC 0^T'0" 3 SEC''0°I /. /. SD21 5015 S016 SD17 SD1S SD19 ROADWAY DETAILS CURD END TR/JGITIOII EMERGENCY VEHICLE ACCESS NORTH ACCESS ROAD SHEET 1 OF 2 EMERGECNY VEHICLE ACCESS NORTH ACCESS ROAD SHEET 2 OF 2 EMERGENCY VEHICLE ACCESS SOUTH ESTATE LOT ACCESS SHEET 1 OF 2 EMERGENCY VEHICLE ACCESS SOUTH ESTATE LOT ACCESS SHEET 2 OF 2 EMERGENCY VEHICEL ACCESS SOUTH ACCESS ROAD _ w�� NOT FOR CONSTRUCTION PRELIMINARY ENGINEERING IN SUPPORT OF THE GARFIELD COUNTY PUD (REZONING) AND SUBDIVISION (PRELIMINARY PLAN) REVIEW PROCESS FOR RIVER EDGE COLORADO The sole purpose of these maps and drawings, and the associated plans and reports, is to support the Garfield County PUD (Rezoning) and Subdivision (Preliminary Plan) review process based on the requirements of Garfield County Unified Land Use Resolution of 2008, as amended. The maps and drawings, and the associated plans and reports, present the overall design intent, layout, facilities coordination and operational configurations based on Garfield County, appropriate agency, and industry standards. The maps and drawings, and the associated plans and reports, are intended to show practicability and guide final design, H approved, and are not intended to provide the preliminary or final design information necessary to support the permitting or approval processes of other agencies. These maps and drawings, and the associated plans and reports were prepared by or under the direction of a registered professional engineer (William S. Otero, State of Colorado Professional Engineer, Registration 832163). H G F E D B 4 8 9 10 Legal Description - Parcel A (South Parcel) - Rivers Edge PUD A tract of land situated in the east half of Section 12, Township 7 South, Range 89 West, and in the west half of Section 7 and in the north half of Section 18, Township 7 South, Range 88 West of the 6th Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows: Beginning at a point on the westerly right of way line of Colorado Stole Highway 82, whence a 2 1/2" Brass Cop, found in place and correctly marked as the southeast corner of said Section 7 beors 5 784920" E a distance of 275014 feet; thence, along said right of way line S 093509 E o distance of 401.79 feet; thence, S 093509 E o distance of 154587 feet; thence, 626.05 feet olong the arc of a curve to the left having a radius of 7482.50 feet, a central angle of 2471'44" and subtending a chord bearing of S 21'41'02" E o distance of 621.41 feet; thence, S 33°4654 E a distance of 38728 feet; thence, 294.32 feet along the arc of a curve to the right, having a radius of 2815.00 feet, o central angle of 55926" and subtending o chord bearing of S 304777E a distance of 294.19 feet; thence, deporting said right of coy line N 895376 W a distance of 218.07 feet; thence, IV thence, S thence, S thence, N thence, IV thence, IV thence, N thence, S thence, IV thence, IV thence, N thence, N thence, IV thence, N thence, N thence, IV thence, IV thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, N thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, N thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, IV thence, IV thence, N thence, N thence, N thence, IV thence, N thence, N thence, N thence, IV thence, N thence, N thence, N thence, S thence, S thence, N thence, IV thence, IV thence, N thence, N thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, N thence, N thence, N thence, IV thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S thence, S of 85.924 402330 W e distance of 6938 feet; 872829 W a distance of 36.35 feet; 835272 W a distance of 1080 feet; 5827°19 W a distance of 41.45 feet; 295137 W o distance of 8.28 feet; 247624 W a distance of 25.22 feet; 690053 W e distance of 9.87 feet; 87°31°44 W a distance of 22.60 feet; 572507 W a distance of 77.28 feet; 500949 W e distance of 26.07 feet; 462172 W o distance of 9.99 feet; 442805 W e distance of 21.45 feet; 555008 W a distance of 49.05 feet; 562540 W a distance of 49.94 feet; 687223 W a distance of 36.45 feet; 465404 W e distance of 55.18 feet; 684927 W a distance of 25.74 feet; 474150 W a distance of 78.78 feet; 302640 W e dlstonce of 2458 feet; 254707 W a distance of 30.08 feet; 187139 W o distance of 34.61 feet; 305827 W a distance of 29.32 feet, 275974 W e distance of 27.50 feet; 30°7607 W a distance of 22.97 feet, 25°4138 W a distance of 769.44 feet; 477759 E o distance of 82.61 feet; 383452 E o distance of 1589 feet; 342644 W e distance of 262.40 feet; 575809 W e distance of 70247 feet; 534337 W a distance of 105.38 feet; 5558°17 W o distance of 126.13 feet; 56°1457 W a distance of 718.42 feet; 497604 W a distance of 736.33 feet; 443051 W a distance of 750.05 feet; 324935 W e dlstonce of 702.14 feet; 374479 W a distance of 552.72 feet; 187002 W a distance of 4726 feet; 275879 W a distance of 709.20 feet; 350136 W a distance of 71.09 feet; 473247 W a distance of 752.23 feet; 402224 W e distance of 339.82 feet; 642053 W e dlstonce of 3406 feet; 450036 W e dlstonce of 5242 feet; 445347 W a distance of 15466 feet; 323548 W a distance of 86.59 feet; 570132 W a distance of 44.89 feet; 303372 W a distance of 85.72 feet, 373902 W e distance of 79.09 feet; 373230 W e distance of 6332 feet; 2002°15 W a distance of 3398 feet; 395225 W e distance of 4202 feet; 253604 W e distance of 10777 feet; 303408 W a distance of 764.72 feet; 713907 W a distance of 10790 feet; 245606 E o distance of 16360 feet; 633933 E o distance of 177.87 feet; 83°74'43 E e distance of 39354 feet; 077526 W a distance of 21.79 feet; 805171 E o distance of 50.00 feet; 89°1506 E o distance of 6556 feet; 575004 E a distance of 50.72 feet; 845775E a distance of 3308 feet; 813950 E a distance of 89.67 feet; 560700 E o distance of 26.86 feet; 073837 E e distance of 2793 feet; 374157 W a distance of 28.06 feet, 500075 E o dlstonce of 2223 feet; 820230 E o distance of 36.49 feet; 633438 E a distance of 54.05 feet; 455958E a distance of 20.95 feet; 144420 E a distance of 29.18 feet; 1171°17 W a distance of 26.42 feet; 145841 E a distance of 30.74 feet; 434270 E o distance of 69.77 feet; 313659 E a distance of 56.76 feet, 4938°46 E e distance of 4012 feet; 453055 E a distance of 40.88 feet; 607638 E a distance of 43.39 feet; 737624 E a distance of 6760 feet; 530575 E a distance of 75.86 feet; 633730 E a distance of 52.31 feet; 832827 E a distance of 46.95 feet; 862027 E o distance of 61.04 feet; 315909 E o distance of 47.07 feet; 065838 E a distance of 32.76 feet; 720807 E a distance of 798 feet; 245703 E a distance of 72.35 feet; 475247 E a distance of 50.77 feet, 544421 E o distance of 38.31 feet; 835939 E a dlstonce of 8715 feet; 57°71°12 E o distance of 77.06 feet; 415176 E o distance of 88.65 feet; 573973 E a distance of 65.60 feet; 495538 E e distance of 74.96 feet 610452 E a distance of 4344 feet; 71°4603 E a distance of 55.45 feet to the point of beginning, acres, more or less. s1 Tracf of Land situated in Sections 7 and 18, T. 7,5:, R88117. and in Sections 1 and 12, T. 7S, 1' 8,9TY, of the 6t11 P,111 County of Garfield Stale of Colorado And being more fully described below. Together with, Parcel B (North Parcel) A troct of land situated in the east half of Section 12, Township 7 South, Range 89 West, and in the west half of Section 7 Township 7 South, Range 88 West of the 6th Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows: Beginning Garfield County Surveyor's 2 1/2" Brass, found in place, and correctly marked os the southeast corner of said Section 7, thence S 4922'15" E a dlstonce of 5479,54 feet to the true point of beginning; thence, S 894330" E o distance of 1005.44 feet to a point on the westerly line of the Roaring Fork Transit Authority Transportation Corridor Easement; thence, along the westerly line of said Easement S 193852" E a distance of 2644.53 feet; thence, 49434 feet along the arc of a curve to the right, having a radius of 281500 feet, o central angle of 100342 and subtending o chord bearing of 5 143701" E a dlstonce of 49370 feet; thence, S 0935'09" E a distance of 12078 feet; thence, deporting the westerly line of said Easement N 6536'74" W o distance of 6045 feet; thence, N 4954'70" W a distance of 64.72 feet; thence, N 4954'70" W a distance of 86.97 feet; thence, N 4871'10" W a dlstonce of 5430 feet; thence, N 56°4727" W a distance of 12397 feet; thence, N 834724" W o distance of 9300 feet, thence, N 293557" W o distance of 71958 feet; thence, N 7800'43" W a distance of 33.84 feet; thence, S 7941'48" W e distance of 3780 feet; thence, S 2257'52" W e distance of 56.05 feet; thence, S 5931'57" W a distance of 4548 feet; thence, N 8232'35" W o distance of 28.23 feet; thence, N 5907'03" W o distance of 9571 feet; thence, N 712044" W a distance of 85.73 feet; thence, N 3643'70" W a distance of 93.22 feet; thence, N 253922" W a distance of 181.92 feet; thence, N 657024" W a distance of 98.43 feet; thence, S 850273" W a dlstonce of 52.20 feet; thence, S 5633'52" W a distance of 39.34 feet; thence, 5 204955" W a distance of 42.96 feet; thence, S 3727'43" E o distance of 21.60 feet; thence, N 7702'57" W a distance of 89.66 feet; thence, S 7024'18" W e distance of 70.95 feet; thence, N 885939" W o distance of 5555 feet; thence, S 842858" W a distance of 49.93 feet; thence, N 14'22'48" E a distance of 68.20 feet; thence, N 05°11'46" W a distance of 7759 feet; thence, N 182025" E a distance of 1052 feet; thence, N 2253'40" E e distance of 44.74 feet; thence, N 1034'58" E e distance of 35.17 feet; thence, N 0859"51" E a dlstonce of 4716 feet; thence, N 0348'08" E a distance of 36.48 feet; thence, N 0440'52" E a dlstonce of 77.03 feet; thence, N 073757" E a distance of 54.66 feet; thence, N 2928'14" W a distance of 6368 feet; thence, N 320044" W o distance of 51.05 feet thence, N 267729" W a distance of 55.52 feet; thence, N 387436" W o distance of 44.36 feet; thence, N 5371'32" W o distance of 3773 feet; thence, N 59'54'48" W a distance of 54.16 feet,' thence, N 8757'35" W a distance of 36.97 feet; thence, N 573347" W o distance of 65.70 feet; thence, N 815622" W a distance of 85.02 feet; thence, N 047129" W o distance of 15865 feet; thence, N 3550"41" W a distance of 41.50 feet; thence, N 5446 '03" W o distance of 24.70 feet; thence, N 285145" W o distance of 20999 feet; thence, N 1158'37" W o distance of 3382 feet; thence, N 412346- E a distance of 78.19 feet; thence, N 062951" W a distance of 11720 feet; thence, N 200527" W a distance of 94.24 feet; thence, N 113203" W a distance of 63.83 feet; thence, N 0757'46" W o distance of 147.45 feet; thence, N 095674" E a distance of 50,76 feet; thence, N 1977'44" W o distance of 91.04 feet; thence, N 444759" W a distance of 134.55 feet; thence, N 1923'49" W a distance of 74.18 feet; thence, N 193326" W a distance of 43.27 feet; thence, N 2130"01" W a distance of 72.23 feet; thence, N 007670" E a distance of 21777 feet; thence, N 007670" E a distance of 312.94 feet to the point of beginning, containing en area of 73003 acres, more or less. containing on area Together with, Parcel C' A treat of land situated in the southwest quarter of Section 7, Township 7 South, Range 88 West of the Sixth Principal Meridian, County of Garfield, State of Colorado, being more particularly described as follows: Beginning at a point on the westerly right of way line of Colorado State Highway 82, whence a 2 1/2" Bross Cop, found In place and properly marked es the southeast corner of said Section 7, bears S 7801'43" E a dlstonce of 2054.78 feet; thence, along said westerly right of way line N 0935'10" W a distance of 188.14 thence, 28260 feet along the arc of a curve to the left having a radius of 291500 feet, o centro/ angle of 533'17" and subtending a chord bearing of N 1221'49" W a distance of 282.49 feet; thence, deporting said right of woy line 5 9000'00" E o distance of 49,74 feet; thence, 5 060720" E a distance of 202.70 feet thence, S 0434"58" E e distance of 260.70 feet to the point of beginning, containing on area of 0.234 acres, more or less. Notice: According to Colorado lays you mud commence teal action based a defect zrz this survey meth. three yea any you firs/ disc over r such defect Inno event may y legal tion based upon any deject in (hzr survey be commenced more than ten years from the date of the certfoatzon shown hereon CURVE TABLE (PROPERTY BOUNDARY) CURIE RADIUS LENGTH CHORD BEARING DELTA CI 281500 49424 49370 N 14'377' W 70'0282` C2 140250 62605 621.47 S 21'412' £ 24'1144" C3 281500 29832 29419 5 20"4721" W 55926" C4 291500 28260 28249 N 12249°W 53327" Notice: According to Colorado lays you mud commence teal action based a defect zrz this survey meth. three yea any you firs/ disc over r such defect Inno event may y legal tion based upon any deject in (hzr survey be commenced more than ten years from the date of the certfoatzon shown hereon OV✓NER/DEVELOPER. Rft7erE7dge \ col ,ORAI)O Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 SURVEYOR: TUTTLE SURVEYING SERVICES TUTTLZ SURl7&YINC SERVICES 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fax 947-9007) Jeff®tss-us. corn KEY MAP: 3 3/5/13 PUD AMENDMENT SUBMITTAL 2 2/22/11 REVISED ALTA SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DRAWN BY: AS DATE: 01/05/2011 SHEET TITLE: RIVER EDGE COLORADO SUBDIVISION ALTA SURVEY MAP (1 OF 3) SHEET NUMBER: V01.01 2 3 4 5 7 8 9 10 LINE TABLE (PROPERTY BOUNDARY) INE LENGTH BEARING LINE LENGTH 809R/NC Ll 100544 5 89'4330"E 185 2514 N 68'4921"W 12 2644.53 5 19'3852" E 106 7878 5 4714150" W 13 12078 S 9"1359"E L87 2458 5 302650" W 14 6045 N 6513653" W L88 20.08 N 25171" W 15 6,72 N 49'54'10"W L89 3461 N 18'1129"W L6 8697 N49"5410" W L90 2932 530'5821"W 17 54.30 5 481170" W L91 2750 Al 215914" W 18 12397 N 56'4727" W L92 22.97 N 29167" S 19 9500 N 83'4724" W /0 16944 N 25'4138" W L10 11958 N297521'W /94 8261 N411739"E LII 3384 N 769053` W 195 1589 N 383452" E 112 3780 S 79'41'48"W 196 26240 53426'44"W /13 5605 5 225752" W N7 10247 N 57586" W 114 4548 559'3157"W L98 10538 553'4331"W 115 2823 N 8213235" W L99 12613 N 553831" W 176 95.71 N 5977" W 1100 11842 N 569457" W 177 8573 N 7120144" W 1101 13633 N 497654" W 118 9322 N 361370" W LIN 15005 N 44'3051" W 919 181.92 N 253922" W 1103 10214 N 32'4935" W 120 9043 5 651024" W L104 55212 5 37'4419" W 121 5220 585233"W 1105 4726 N 76'102"W L22 3934 5 563352" W 1106 10920 N 275819' W L23 42.96 520'4933"W L107 71.09 N 35'136"W L24 21.60 S 3727"43" E 1108 15223 5 41'3747" W L25 89.66 N 77257' S 1109 239.82 N 407224" W L26 7095 57074'18"W L110 3406 5047053"W 127 5555 N 885939"W L777 5242 545'036"W 128 49.93 5842858"5 L112 15466 544'53'41"W /29 6820 N 142218' E 1113 8659 Al 323548" W L30 7759 N 51116"W L114 44.89 N 57122"W L31 1082 N 18205'E /775 85.72 N 3011.372" W L32 4414 N225310"E L116 7909 537392"W L33 3511 N 10'3450"E L117 6332 5373230"W 134 4716 N 8'5951"0 1118 3398 N 20275"W 135 3648 N3'488'0 L119 4202 5395225"W L36 NO3 N 4'40'52"E L120 10717 N 252564' S L37 54.66 N 757151" E 1121 16,72 N 30340" W L38 6368 N 292814" W 1122 107.90 N 111397" W 139 61.05 N 32054" W L123 16360 N 2456'6"E L40 5552 N 261729" W L124 17781 N 635933" E L41 44.36 N 381426" W L125 39354 N 811453" E L42 3773 N 571152" W L726 21.79 N 71526" W /43 54 16 5 59542165 W L727 5000 N 80511N E 144 3697 5 875135" W LIN 6556 N 89156" 0 145 6570 N 53347' W 1129 5012 N 57500" E 946 8502 N 815622"W 1130 3308 58451'15"E 147 75665 N 4'1129"5 /131 89.61 5813950"E L48 41.30 N3550241"W /122 2686 N5070"E 149 24.70 N 54'063"W LIJ3 2793 N 73831'E 150 20999 N 285155" W L734 2806 N 37'4157" W 151 3382 N 115837" W 1135 2223 5 50'0"15" E 152 7819 N 45316" E 1136 3649 N 82230' E L53 11720 N 829'1°W 1137 5405 563'5438"E L54 9424 N 20527" W 1138 2095 5 455958" E 155 6783 N 11'323"W 1139 2918 514'4420"E L50 141.45 N 75746" W 1140 26.42 5 151177" W 157 5076 N 956'14" E 1141 J014 5 145851' 0 158 91.04 N 191754" W 1142 6977 S 421710" 0 L59 134.55 N 44'4159' W L 143 5676 S 315659" E L60 74.18 N 1973'49" W L744 40.12 5 49'3840' 5 L61 4327 N 1973'6"W 1145 4088 545'30'55°E /62 7223 N27307"W L146 4339 5601630"E 163 21777 N 0'1630"E 1147 6760 573'1624"0 164 31294 N 0'1630"E /148 15.86 5 535'15'5 165 401.79 59'359"E 1/49 5231 562'3720"E 266 154587 59759"E /150 4695 5832821"0 L67 38728 S 33'4654"E 1151 61.04 N 862027"0 168 21807 N89'5376"5 1152 4707 NJ1599"E 169 6938 N 402350" W 1153 3216 N 655858'E L70 3635 S 872829" W L754 798 N 720'7 E L71 1080 5 875212" W L155 7235 5 24517" 0 172 4145 N 582719" W L1.56 5071 5 415257' 0 173 828 N 295151"W 1157 3831 554"44"21"E L74 25.22 524'1824"W L158 8715 5833939"E L75 987 N 695153" W 1159 7706 S 571112" E 976 2260 5 877144" If L160 6865 5 41'51'16"0 L77 1728 0 57291' S L707 6560 5 573912" E 178 2607 N 50559" W 1162 74.96 S 495558" E 179 999 N 467172" W 1163 4344 S 654'52'E L80 21.45 N 44285"W L164 5545 S 71462"E L81 4905 N 55509'S L165 18814 N93550"8 182 4994 556"2540"W /160 4974 L82 36.45 N 68'1223" W L167 20270 5 6'1'0" E 184 5518 N 46545' W 1168 26070 5 4'3458"E OV✓NER/DEVELOPER. Rft7erE7dge \ col ,ORAI)O Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 SURVEYOR: TUTTLE SURVEYING SERVICES TUTTLZ SURl7&YINC SERVICES 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fax 947-9007) Jeff®tss-us. corn KEY MAP: 3 3/5/13 PUD AMENDMENT SUBMITTAL 2 2/22/11 REVISED ALTA SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DRAWN BY: AS DATE: 01/05/2011 SHEET TITLE: RIVER EDGE COLORADO SUBDIVISION ALTA SURVEY MAP (1 OF 3) SHEET NUMBER: V01.01 2 3 4 5 7 8 9 10 H G F E D C B 4 5 9 10 Note: This property is subject to the exceptions listed in the tifte commitments listed on these pages. Carbondale Investments LLC Parcel Notes: - ❑ Found Colorado State Highway Dept. Brass Cap 8-0—W Monument. - indicates No.5 rebor & cop LS 20133 — 0 indicates No.5 rebar & cap LS 22580 unless noted — Bearings ore relative too bearing of N 8929'47"W on the line between Garfield County brass cap at SE corner Section 7 and Garfield County brass cop to witness corner to 31/4 corner of Section 7 — The dote of this survey was April 2010. — The unit of measurement for this survey is the U.S Survey Foot. — This survey is on update to previous AL TA's performed on this property by this surveyor. A visual inspection of the subject property was completed to identify changes to the property other than the avedot grading, which occurred sometime after February 2004. A0 changes to improvements on the property were located by field survey and ore shown hereon. — This survey does not represent o title search by this surveyor to determine ownership or to discover easements or other encumbrances of record Oh information pertaining to ownership, easements or other encumbrances of record has been token from a Title Insurance Commitment issued by Stewart Title Guaranty Comopny doted February 9, 2011 as ALTA. Commitment Order No. 941686—C4, pertaining to Schedule B — Section 2 of said title commitment: Item 10 — Reserved rights of ways for ditches or canals constructed by the authority of the United States may burden the parcel Ditches found at the time of the field survey ore shown hereon. Items 14, 15, 17 24, 25, 26, 27 — The affects on the subject parcel cannot be graphically depicted. Items 11, 12, 16, 19, 20 21, 22, 23 ore shown on this mop. — This property is subject to apparent easements for existing utilities and irrigation ditches. — Fences are shown hereon for information only and do not necessarily represent limits of ownership. Surveyors Certircote This is to certify that this map and the survey on which it is based were mode in accordance with by ALTA and NSPS in 2005, and intrudes Items of Table A thereof Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, a a land surveyor registered in the State of Colorado, the maximum Relative Positional Accuracy is 1 in 10,000 fe Date: January 13 201 Registration . 3363 By Je The 2005 Minim of that date, all previou superseded try these 2005 nts for ALTA/AGSM Land Title Surveys are effective January 1, 2006. As Inimum Standard Detail Requirements for ALTA/AGSM Land Title Surveys are Adopted by the American Land Title Association on October 5, 2005 Adopted by the Board of Directors, National Society of Professional Surveyors on October 24, 2005. American Land Title Association, 1828 L St., NW, Suite 705, Washington, DC 20036. Notional Society of Professional Surveyors, Inc., 6 Montgomery Village Avenue, Suite 403, Gaithersburg, MD 20879 Clerk and Recorder's Certificate: This plot was h/ed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, of o'clock __M, this cloy of , 2011, in Nook ___, of Page____, Reception No. Clerk & Recorder By Deputy r77_,4 Su rv e (I/ Jew /1 Notice: According to Colorado tau, you must commence any legal action eased upon any deject in this survey within three years aafter you first discover such defect In event may any legaluaction eased upon any defect in this survey ee commenced mane than ten years from the date of the cetsffsc teen shown hereon A Tract of Land situated in Sections 7 and 18 T75, L'.88IJ and in Sections 1 and 12, T75, I.8,9# of the 6t1? P..111 County of Carfield, State of Colorado And being more fully described below. VIeiniiiy 111ap, 1" = 2000' This property is subject to the following exceptions per sold title commitment. See title commitment for items 1 though 9. 10. Reservations or exceptions contained in United States Potents, Acts authorizing the issuance thereof, recorded November 17 1893 in Book 12 at Page 255 os Reception No. 16539, recorded June 24, 1893 in Book 12 at Page 235 as Reception No. 16010, recorded December 4, 1894 in Book 12 at Page 339 as Reception No. 11720, recorded January 15, 1896 in Book 12 of Poge 394 as Reception No. 79002 and recorded January 24, 1906 in Book 56 at Poge 534 as Reception No. 31514; reserving 1) Rights of the proprietor of o vein or lode to extract and remove his ore therefrom and 2) rights of way for ditches and canals constructed by the authority of the United States. 11. Right of way granted unto the Mountain Stales Telephone and Telegraph Company as set forth ie instruments recorded July 31, 1931 in Book 164 at Page 153 as Reception Na 110551 and in Book 164 of Page 154 as Reception No. 110552. 12. Easement Grant unto The Thompson Glen Ditch Company as set forth in instrument recorded January 26, 2011 as Reception No. 798016; and Ouit Claim Deed unto Carbondale Investments, LLC, a Texas limited liability company recorded January 26, 2011 as Reception No. 798018 73 [Intentionally Deleted] 74. P7, Gas and other minerals reservations as set forth in instrument recorded December 17, 1964 in Book 362 of Page 445 as Reception No. 228037 75 Agreement recorded August 19, 1994 in Book 912 at Poge 970 as Reception No. 467450 16. Easements and Rights of Way as set forth in License Grant recorded August 2, 1999 is Book 1142 at Poge 979 as Reception No. 549752 and Amendment recorded November 15, 2000 in Book 1217 at Page 601 as Reception No. 572246 17 O7 and Gas reservations as set forth in instrument recorded June 12, 1951 in Book 258 at Page 594 os Reception No. 176326. 18 [Intentionally Deleted] 19. Easements and Rights of Way os set forth in Easement Grant recorded August 2, 1999 in Book 1142 at Poge 963 as Reception No. 549751; and Amended to Easement recorded November 15, 2000 in Book 1217 of Page 588 as Reception No. 572244. Continued 20. Eosements and Rights of Way os set forth in License Grant recorded August 2, 1999 in Book 1142 at Page 993 as Reception No. 549753 and Amendment recorded November 15, 2000 in Book 1217 at Page 596 as Reception No. 572247 21. Easements and Rights of Way as set forth in Grant of Easement, Open Space Easement recorded August 2 1999 in Book 1143 of Page 1 os Reception No. 549754; and Amendment to Grant of Easement, Open Space Easement recorded November 15, 2000 in Book 1217 of Page 593 as Reception No. 572245. 22. Grant of Irrevocable License and Fiber Optic and Communications Protection Agreement as set forth in instrument recorded December 15, 1999 in Book 1164 at Page 818 os Reception Na. 556678. 23 Grant of Conservation Easement as set forth in instrument recorded February 7 2000 in Book 1171 at Page 929 as Reception No. 559036,' and matters shown on Overall Conservation Easement Plot recorded December 24, 2008 as Reception No. 760571. 24. Easement Agreement as set forth in instrument recorded November 15 2000 in Book 1217 at Page 610 as Reception No 572249. 25 Ditch Relocation, Operation and Maintenance Agreement as set forth in instrument recorded October 2 2007 in Book 1292 at Page 61 as Reception Na 589535, and First Supplement and Amendment to Ditch Relocotion, Operation and Maintenance Agreement recorded Jonuory 26, 2011 os Reception No. 798017 26. Board of County Commissioners of Garfield County, Resolution No. 2008-112 as set forth in instrument recorded October 7 2008 as Reception No. 756914. 27 Grant of Easement Agreement as set forth in instrument recorded December 22, 2009 os Reception No. 760451. OWNER/DEVELOPER: R1'er1fge coLowo Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 SURVEYOR: TUTTLE SURVEYING SERVICES T(ITTLE SIII FITING SERYICL'5S 727 Bloke Avenue Glenwood Springs, Colorado 87607 (970) 928-9708 (Fax 947-9007) Jeffalss-0/s. corn KEY MAP: 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 2/22/11 REVISED ALTA SUBMITTAL 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DRAWN BY: AS DATE: 01/05/2011 SHEET TITLE: RIVER EDGE COLORADO SUBDIVISION ALTA SURVEY MAP (2 OF 3) SHEET NUMBER: V01.02 2 3 4 5 6 7 8 9 H Ci D C B 2 5 7 H 9 10 A _LTA Surv e A Tract of Land situated in Sections 7 and /8, T 1 S, R.467,811/: and in Sections / and /2, T75, 141).8,911: of (Ile 61/i . Co un ty of ` Garfield Static of Colorado And being more fully described below. END ALUMINUM CAP LS 22580 75' EASEMENT , 1.5' EASTERLY OF AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 PERMANENT EASEMENT E-3 AS SHOWN ON DEPT OF HIGHWAYS RIGHT OF WAY MAPS FND REBAR & CAP LS 22580 END BIM BRASS CAP REFERENCE MONUMENTS LEND S 22580 ALUMINUM CAP 72.24' T. 7S>,8W. WILDLIFE LOT 6 AA,. H 5 01OC DETAIL PARCEL C 0.234 AC.+— PERMANENT EASEMENT E -3-B AS SHOWN ON DEPT OF HIGHWAYS RIGHT OF WAY MAPS PERMANENT EASEMENT E -NTA AS SHOWN ON DEPT. OF HIGHWAYS RIGHT OF WAY MAPS COLORADO STATE HIGHWAY NO 82 LICENSE GRANT AT MP 368+345 BOOK 1142 PAGE 979 AMENDMENT TO LICENSE GRANT BOOK 1217 PAGE 601 (MAY BE RELOCATED) GARFIEL4'COUNTY SURVEYOR BRASS. CAP FOR SE CORNER SECTION 7 OPVO SPACE EASEMENT BOOK 1�143 PAGE 1 AMENDED BY BOOK 1217 PAGE 593 L-1-20:1"-7 �U/GTL Ore l lv-. WILDLIFE i FENCE �i%RRID� : f(f 20' OPEN SPACE CONSERVATION _� Or1 C /��.,,>, S Y EASEMENT BOOK 1143 AT PAGE I a� AMENDED BY BOOK 1211 PAGE 593 �I{TTI �__.,,,„°:/-;:: /P O.B // L e J N., .--......:.'.----s, PARCEL C kr LOT 9 j TTY \T 1,.-� A--..c,„4-0011.....,..••• THOR + — --- Cattle Creek/ 11 ) SIT / Lower p_ st RAND,./ RM,o Roaring Fork // ti o, '9 *G' FDRK. •.11/ NDEpNO Zone % IlV _ 6ED4`oN36T ( UNE RPNt E0.E10 -",- __%=601'16 � OAR Rlooe E lMP ovER N E GENT 1N R oo LI tN Pao UCE ENou / K. LOT 7 % ..-•.✓ RNN eRDp a °edEct No nM EASEMENT BOOK 1142 S'A P EB bT� AAT Pp E 5q6 / % / �0 PAGE 963 AND AMENDMENT121 ����99.. / BOOK 1217 PAGE 588 i % i y- �r (Mar BE RELOCATED) /r n / / fdv .� /�\ _.../,...• 0.. 0' OPEN SPACE EASEMENT BOOK PARCEL L (NORTH Y i \ 1143 AT PAGE 1 AMENDED BY 73.003 i- i —1 BOOK 1217 PAGE 593 / 3. 003 AC f — PLO REBAR-& CAP LS 22580 11 11 II 11 11 LOT 31 NOTE: BOOK 1142 AT. 12 THE PAGERA961ILROAD DESCRIBESI CORRIDOR HI LOT I PARCEL A SPECIAL 1WARRANTY 57DEED B14] BOUNDARY LINE ADJUSTMENT BOOK 1247 PACE 58 END REBAR & CAP, LS 7972 // 20/ I 4. / / REC NO 798016 /200 METER HERON--.....,,,,,,/ I, / / PROTECTION AREA REC. NO. 760571 EASEMENT GRANT // } s ,. oo%/ `'Cattle Creek/ G z/ ,q,d. .Lower-- / �0 ,- / Zonrie ng Fork;" ' 15' WITNEDS CORNER \ PARCEL B DESCRIBED IN 0001'.-511, PAGE 103 L 126 / Heron P.OB. PARCEL B RETAINING WALLS L07'3 CONSERVATION EASEMENT REC Na 760571 & CONSERVATION EASEMENT BOOK 1171 PAGE 929 LEGEND • INDICATES FOUND 3' COLORADO STATE HIGHWAY DEPT R -D -W MONUMENT © INDICATES FOUND NO. 5 REBAR AND CAP L.5 20133 O INDICATES FOUND NO 5 RERAN AND CAP L.S. 22580 UNLESS OTHERWISE NOTED 4. INDICATES SET /5 REBAR AND RED PLASTIC CAP IS /33638 P DRAINAGE MANHOLE WATER VALVE I GATE VALVE Er TELEPHONE PEDESTAL UTILITY POLE EXISTING FENCE LINE SIGN • OVERHEAD ELECTRIC LINE -, UNDERGROUND ELECTRIC LINE UNDERGROUND TELEPHONE LINE AGREEMENT IN BOOK 1164 AT PAGE 818 GRANTS SANDERS RANCH RIGHT TO CROSS FIBER OPTIC EASEMENT THAT LIES WITHIN RAILROAD CORRIDOR EASEMENT GRANT REC. NO. 798016 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 PARCEL A (SOUTH PARCEL) 85.924 AC.+— i HATCHED AREA IS CONSERVATION EASEMENT REC. N0. 760571 �'a* / ‘‘`--GARFIELD COUNTY SURVEYOR WITNESS CORNER HAS BEEN DESTROYED 7 118 CONTROL BOX MARRED BOARD S / Notice: According to Colorado taw, you must commence any legal acs Based upon any deject in this survey thsn three years after you first discover such defect Inno event may any teut g action dared up any defect in survey ey Be commenced morethan ten years from the date of the t{/c ta'on shown hereon / e '4Cattte Cre,ek/' 5tpervid' Fork /' Riparian Zone il Rookery I ‘x Zone %�` / rG LOT 17 \ ,�js'L4 �' RGARI �� e i` - . \ /HERON NESTING AREA u�I� : - / '/ y _/ REC N0. ]605]1 1 et GRAPHIC SCALE 150 300 600 ▪ J 1100. ( 11q FEET ) 1 inch = 300 ft. \--END REBAR &. CAP LS 3317 Floodway 100 yr. flood plain 100 YEAR FLOODPLAIN PER FEMA FIRM MAP PANEL N0. 080205 1465 B DATED 3 JAN 1986 Wetlands Conservation Esmt. 5- / 130' WITNESS CORNER FOUND NO.5 REBAR ">Y'ALUMINUM CAP GARFIELD COUNTY SURVEYOR SECTION 18 OWNER/DEVELOPER: Rivei1!dge COLORADO Carbondale Investment:, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 SURVEYOR: TUTTLE SURVEYING SERVICES TUTTLE SURl7L'YING SERPAFS 727 Bloke Avenue Glenwood Springs, Colorado 87607 (970) 928-9708 (Fax 947-9007) jeff®tss—us. Corti KEY MAP: 3 3/0/13 PUD AMENDMENT SUBMITTAL 2 2/22/11 REVISED ALTA SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DRAWN BY: AS DATE: 01/05/2011 SHEET TITLE: RIVER EDGE COLORADO SUBDIVISION ALTA SURVEY MAP (3 OF 3) SHEET NUMBER: V01.03 2 3 4 5 6 7 8 9 10 CD a S z z O w 0 N Q o� QCD S C Z 0 zoo 06 3'a E <wS LJ oQo z moo S as H E E B A 2 3 4 5 7 8 9 10 —\-— \\,'� \tXXxXxxxi/ ,w�1vr1� w�� ii Iii i ISECTION LINE \ .• G A 6 \ EXIST. 20' OPEN SPACE CONSERVATION EASEMENT, ••1 I � •` � ` \ 111 111 / / I \ / / �V A •�;1 V 1 A,BOOK 1143,AT,9GE 1 AMENDED BY 8001( 1 217,E PAGE .\ A ,) 1 1 1" t° I l l EXIST. 50' OPEN SPADE EASEMENT�� 1 q�A V A V 93 V ,A R p V\ 1 A o I BOOK 1143 AT PAGE 1 AMENDED A� F �. A l\� ,V A •I ..1 \ V Q \ i I I 1 I I BY BOO' 1217 PAGE 593 ' �0 EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH 1� Q 11 11 I 1 I V Al } j 1 1 i 1 I 10 V ,J PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH I I� 1 \ ``\ 1\ \ I PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT• _ \ R'. I I\' � \ 11 I ' V \BOOK 1142 AT GE 3 AND AMENDMENT THERETO BOOK 1217 S \ p 1• I mI I v '� v 4),,-\ PAGE 596 `� �9 —h P:IvRIR'• 1v 'q \I III RI TOWNSHIP - \ ✓. ' \II •L �\ \ I I I Q. \ NE \ . All f Is. A,?•, It II II I \ '' Ch1 / 1 \; I k i 11 Q ▪ �� \ �r\ \ VA PERMANENT EASEMENT E, 3 \ I\ I \ ✓\ n EXIST. EAEMENT, BOOK 1142 AS SHOWN ON DEPT. OF I I I I AI d J p�� \ j�,^�\'r PAGE 963 AND AMENDMENT HIGHWAYS RIGHT OF WFi'7rp (I� o'' •I E) I I' \ V \I BOOK 1217 PAGE 588 MAPS / /IJ �' I I\ \ K \\ A * X11V (MAK BE RELOCATED) '�.' II I�z' \I I III 11 I 3 \ �- 11 I \ \14 1y �4 �� • �_-i 1. 1��V 1 .1 III1V 1 IIIq III ;�---------- e• '.._......_.�_....... +ice \ v� . TI,I • I Q is A i A EXIST. BIKE • • \ ; \ \ TRAIL : I 1 •; I I I • A . \ \ ,QI�;h IqII R EXIST. GRAVEL I I,S \ G\f. \I 11 OI IIIQ \./ %1� \ .V, II /; I ,6' WESTERLY OF DESCRIBED CENTERLINE\ . BOOK 380 PAGE 234\ A I. ----- i // \ \ \ \\\11\1\ \ 1\111\\ \\\\\\:\'11 \ \'\',\\ \\\ \\\\ \-.:. ,).; ,,,,,,,,,,,,,,,,,, \ 1:........,‘........‘,,,,,..\‘\\ \•...::::\.\.,\.\\\,:„\\\,,,\\\\\\\\ ///,/, 0\\::-..''\ \ \ ; . 7.130,\,\,,\ ,\ DR, IVE 0 EXIST WILDLIFE -i --J\\ C\ ,'/A-\=,\\ \\; C—:2'-- _,--,---:::-''' I I\ \I \ P ; "' �r EXIST. PERMANENT EASEMENT I I V E -3-A AS SHOWN ON DEPT. OF I 1 \ III I II II \ • \\,\ ry)S AN n n n n X \ \ ` \ \'‘,e0 \ HIGHWAYS RIGHT OF WAY MAPS 1I I II \\ \ ;1x,HXXXXXX> \q�� I III II Ir° ��7 iX X/X X X X X , �� V �v \g,A� `\ I I11 \\\1'1:1\\ II II. \� \ I a I�, I '` \V •J\ �`,\VA V I. II �•.,I III III '.i : A cA ''� X, X X X X X 7�` v ''� R V0 II �� �� v : • I,�..,p � I \',1,-,',1 II v v ',vx xxxxxxvv i■ Ay A A \V •V A �, Q\\\\\ V I I Il bnlll II tI '�1v O .xxxX � ;A,,A vV°\,v Ivb ;w V` ';v x x > >< x x xv ' ',VA� Rv; avv II IIS 1I 1 x/xxxxx\ �, \,,,,,,,,,,,\\\ I�,� X �'.'`x xxxxx����.q� Ib 1 IISV1 ▪ �.�� r i iii\� Y- I � h'A • p • • i .\ ''�\' n\\\ __ 200 METER HERON PROTECTION AREA REC. NO. 760571 EXIST_ 25' GLENWOOD DITCH EASEMENT GRANT REC. N0. 798016 MATCHLINE SEE SHEET EC01.02 100 0 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET EC OWNER/DEVELOPER, Myer ve COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TIP/Mr SDRYBY/NG S6RY/CA1D 727 Blake 40en0e Glenwood S90ngs, Colorado 81601 (970) 928-9708 (Fax 947-9007) i<1J®tss-..s. one LANDSCAPE ARCHITECT: ZEHREN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: CHECKED BY: OT SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP (1 OF 4) SHEET NUMBER: EC01.01 2 3 4 5 7 8 9 a 0 z 0 w 0 0 Q QCD C 6' 0 z 0g 0�o E w C 4j w m I Q z 00 -1O O L a a 2 3 4 6 7 8 9 10 H — %E , EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC. N0. 798016 MATCHLINE SEE SHEET EC01.01 x'r lTT7 �R - v'. vX \X X X X X\ X,XXXXX� `\ xXxxx\ Vv' ,XX,xxXvv c\'•\\X XXXX `,0,5 \,\\d< \ X XIX X >l v • :vX\><' XX\ • G X✓ 4 XX5, < X \ >.< xl XX�X�/ XX>><< �'�-�• X X > �f XXX X X X/ F T 100 0 SCALE IN FEET 100 ▪ - rte - `T� F,//z% \;:7 , --.. \ ��\ R�7ir�h'h'%%f,,,l• 1 . A A , , 0\ II; .. \V .� �� VAS �EXIST 20' OPEN I; II� \ \ SPACE CONSERVATION �. \',..., l EXIST. 50' OPEN SPACE EASEMENT • 051`1 \\\ EASEMENT, BOOK jI, I BOOK 1143 AT PAGE 1 AMENDED ����• \ \\ \ 1143 AT PAGE 1 ;1 BY BOOK 1217 PAGE 593 V. ----51C1''\\ AMENDED BY BOOK \ ',�V AAA\ 1217 PAGE 593 EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH • ':1\ �\ AAA :I PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH \V \ \ \\\ LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT • BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 \\ •:. -\11 \ UV �jp •‘, \ ^1 AT PAGE 596 \\ •. A X X x x V \ vi \\ \•'2xrXXxa \ \ \I \\�.4xxxxx`\ v \ I \"v '`vX XXX >\ \ ••:: X X XXXv I v,�y:.\x\,xxxx\v .1 \• \ v\y`, XXXX`•\ \xxxx>�v `'•.,A X� x`x x x /v vv\:k xXXXXv 1`vX� X IX X X >v x''xx/x\ x E D C B A • HERON NESTING AREA (TREES ARE No LONGER' PRESENT IN IDENTIFIED HERON NESTING AREA) \ �, \ VAAli \ A7 I \ \\\ • 11 • \V AAAEXIST. WILDLIFE \ \� \\\ FENCE \ • \ • \\ \ \\ \ EXIST. BIKE \I ^ I • \\ ` \\ \\\,TRAIL d ^' I \\ \ \\ \ \\ %' \ i\ \\ \` 1 Ila 1 It x X x X\ 5:. ▪ \\ •\ \\ \\, W\\\\ 1 1 I XXX X • \\ • , \ \\\\\ \�o�vX X XXX \\ ' VAV 1 �vAv vXv-' X X X X \v •\ V\ �,vv 1 c \° X X JyYl V • \V A\ \a \ \ - \ \\ \\k•pi NOTE: SEE LEGEND ON SHEET EC01.04. • lk w� 71 los 1v Ik I� 1+ 1111 rl ` L \ OXIST. 7 5' EASEMENT, 1.5' EASTERLY OF AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 II-_ X—. R II b ER:E EI PERMANENt �ASEMENT -7 1 :41 E-3-8 AS SHOWN ON DEPT. OF -- HIGHWAYS pelG,HT C.��11WA MAPS 1 COOT ROWtEle 1 'f 1\ \ P \ ` I■I■I■I■ ■I■'(I� ,r: 146,,A , • 5 ;• 200 METER HERON 0- PROTECTION AREA ,- - REC. NO. 760571 •• ♦• • • S • • \ - G� r /V'50 .".°-TOWNSHIP iX- NE --------------- • 0 LI GE— 3 4 • •4 ---- r'•,. - -` "`iii”' - - 33.-0 EXIST. BRIDGE • MATCHLINE SEE SHEET EC01.03 ,I Iii Ib 1 I,II 11�;l 11 N,IIII : , OPtlEIN $PACE EAIsEMENT I 55 -, ;•, BOOK 1143 PAGE 1 x •AMENDED BY BOOK I --0 I; :1217 PAGE 593 ECULVXIST. nu -so°^' ,..÷....„41. .. P E �m• CATTLE CREEK \solo I; III\II 1111 I\1 I TPI I 11 I II 111 IIIb II II 1 1, b I! I, I I I 11 I dl, 11 11 ,I EXIST BRIDGE 10 •Cir—TE HAVer COLORADO Carbondale Investments, LLC 7999 HVVY 82 Carbondale, CO 81623 Jg e Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR' 727 Blake Avenue Glenwood Springs. Colorado 81601 (970 928-9708 (Fan 947-9007) LANDSCAPE ARCHITECT- ZEHREN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/8/13 PUD AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE PROJ DATE ECT N DESCRIPTION UMBER: PROJECT MANAGER: S. OTEry. DRAWN BY: C. SNYDER CHECKED BY. .T SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP (2 OF 4) SHEET NUMBER: H F E D C B A 2 3 4 8 10 • • • .17 MATCHLINE SEE SHEET EC01.02 I 00 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET EC01.04. SECTION UNE oisA 0 11, • • t.\:\V II\ ;AY 1\\\ \\\ t,:\,\'',.\\\ II\ j. %Si, v4 54, N\N EXIST. HERON ROOKERY TREE AREA \-,_•••+\v • .\ �• /XXX • `,\+\ \\ •� XXX X \•r N\ ;.5r xxxxx 44. MATCHLINE SEE SHEET EC01.04 P. • „.. ;\.", tAl_ yt\\\ \\'.,\9\\\,,\ \\ \:\\'\\\\\:\ \:\;\\\.\\\\\,\"\\\\\ \\ \ EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT 1‘ PAGE 1 AMENDED BY BOOK 1217 PAGE 593 EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 ME 11•1 ltIrr---ierEdge COLORADO Carbondale Investments, LLC 7999 HVVY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER. j.F......n 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 727 Blake Avenue Glenwood Springs, Colorado 81601 (970 928-9708 (Fax 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES INC KEY MAP. PRELIMINARY NOT FOR CONSTRUCTION 3/8/13 PUD AMENDMENT SUBMITTAL REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. 01[414 DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP (3 OF 4) SHEET NUMBER, 2 3 4 5 6 9 10 CD a S z 0 i 0 O, 5 < 0 0 U�w Zoe U' W U 3 -o C w H oQ 0 z w LI -1 oo O0 Baa H F E D C B A 2 3 4 6 7 8 9 10 NOTES: WILDLIFE: 1. THE ENTIRE PROJECT AREA IS ELK WINTER RANGE. 2. SH82 IS MAPPED AS AN ELK HIGHWAY CROSSING AREA, BUT SUBSEQUENT FENCING HAS ELIMINATED THE ABILITY FOR ELK TO CROSS IN THE VICINITY OF THE PROJECT. 3. ELK AND MULE DEER SEVERE WINTER RANGE IS LOCATED EAST OF SH82. VEGETATION: THE VEGETATION INSIDE THE PROJECT LIMITS IS PRIMARILY EARLY SERAL FORBS GRASSES UNLESS SHOWN OTHERWISE. LEGEND EXIST. SLOPES GREATER THAN 20% EXIST. SLOPE INSTABILITY AREA EXIST. TOP SOIL STOCKPILE AREA CONSERVATION EASEMENT BOOK 1171 PAGE 929 82 RECEPTION NO. 760571 EXIST. BUILDING EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY W EXIST. CDOT R -0-W MONUMENT 0 EXIST. PROPERTY PIN, N0. 5 REBAR & CAP (L.S. 201 33) ® EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 22680 U.N.O.) • EXIST. COUNTY SURVEYOR BRASS CAP 3,74 EXIST. FIRE HYDRANT r(1 EXIST. WATER VALVE �w EXIST. WATER. MANHOLE ® EXIST. WELL ❑Q EXIST. IRRIGATION BOX H/ EXIST. SANITARY SEWER MANHOLE sT EXIST. STORM SEWER MANHOLE ce EXIST. STORM SEWER CATCH BASIN • EXIST. GAS METER 9IGV EXIST. GAS VALVE © EXIST. GAS MANHOLE c EXIST. GAS MARKER ❑Q EXIST. ELEC. METER ® EXIST. ELEC. MANHOLE ❑Q EXST. TELE. RISER/BOX Q EXIST. TELE. MANHOLE T EXIST. TELE. MARKER (•� EXIST. JUNCTION BOX O EXIST. POST - EXIST. TRAFFIC POLE — GD — UT - OT - UE - - OE— ST --‹ — �- SS - - ST — — PW - - — RW — - -X--X— °PP OTP O C- 0 O — —5280— — MATCHLINEEXIST. 25' SEE SHEET EC01.03 GLENWOOD DITCH EASEMENT GRANT -y �v+ —(-r,___•_773:7-1.,- - - : • NEC. NO. 798016 T1 v^'� R�``•.� \ �.VI �1\�A \\\, •A\\ b�� V \ VA - II A�♦�♦A♦1 i♦ EXIST,A 50' OPEN SPACE \� \11\ \\ \Ag \ \A \ \\ 1 I II Vi. d \ x� \ \ \p \ \ \ \ \ \ X \ I, 100 `4 \�\ , 4� �7///�7j//�,j; �-,-� ���\ '�:"� i ♦�x�♦D ♦�,♦, . � \ (I•,I'1l�' I , �, a1I1C 200 ♦♦ EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 aiEl EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH 0 100 NORTH PROPERTY LINE (MP 367.3) AND SANDERS e\ RANCH SOUTH PROPERTY LINE (MP 368.77) IS SUBJECT �- t'•/♦�'7i�,♦,,c a�'aFa♦��\c�ai�_ a�ioaio�ii.e�o, oo.■oS'�aAl•�t,�A�` � Z � \ p�Z '"R >�'�,`%-�e li'T'�V` `.� . �a�� . ���+AiA v+\\QVA., \� . \\�`\\V1 �A':\\., V��V�\ • .'�.\\ \�`�Vv�V,tv♦�AV�' � 1•O�`,V� A�.�V_F���' \:'P'••�•AS/_// R�;♦\/�.r�O:Q\'\!,GA./W � .�a. P\ •A•�V VVV\wV •��� ."v�\\��(V,�V�F•�'\�,`���A�ka -�\�^1\.V •A�v\\\. A.A l VR••A• A, A a)V I )+VS 1 v.\ \gCAAAV q LE q AA yA \ � IN v AFEET EET 7 ISPtr../1oiii \\\ ;11r! `\\\ �� \0\\\\\\\ VA • \\ ,\ \TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 121PAGE 596 • �\AA coo' \ Vv\ V\\\\\\ A\I\\ t�\\ \\\ A\ A\VA \\\ \\\\\12\ J V AJ • •EEAXSISETME5NCyT \ • ••V • s *p \\\ x* V'x.:• \VA FENCE I V� Exist. BRE j \ TRAIL V A \ PAGE 8GANTS SANDERS \ \,RANCHHTTO CROSS FIBER E, l� R OPTIC EASEMENT THAT LIES WI Ti\ Hv\ IN EX lL FEN RAILROORIDORAAGAE\E\m":\\\,\\\:\ V6AA4 lvAT VVVA AqAqVAA\\A AA AA\VAAA\.AV a\A /13 Gv\NV„\\rV \\\ \,\ \\\, \\\: \\\ \\\,.\\,.\\\\'''\\\:\\‘ \\\\\\\\\\\\-\\\.\./,\\\\4� v vq yV f• A A1:1 \\,\AA 4\ \ \\q\\ \ EXIST. GLENWOOD DITCH LINE EXIST. GAS LINE EXIST. UNDERGROUND TELE. EXIST. OVERHEAD TELE. EXIST. UNDERGROUND ELEC. EXIST. OVERHEAD ELEC. EXIST. CULVERT EXIST. SANITARY SEWER EXIST. STORM SEWER EXIST. DITCH FLOW EXIST. GUARDRAIL EXIST. POTABLE WATER LINE EXIST RAW WATER LINE EXIST TREES EXIST. TREELINE EXIST. FENCE EXIST. SIGN EXIST. POWER. POLE EXIST. TELE. POLE EXIST. LIGHT POLE EXIST. GUY WIRE EXIST. POST EXIST. TRAFFIC POLE EXIST. BOULDERS/ROCKS EXIST. MAILBOX EXIST. RETAINING WALL EXIST. WETLANDS LIMITS EXIST. RIVER/LAKE/WATERWAY EXIST. CONTOUR 5' EXIST. CONTOURS - CONCENTRIC CIRCLES WITH TICKS INDICATES DEPRESSION EXIST. CONTOURS - CONCENTRIC CIRCLES INDICATES HILL OWNER/DEVELOPER. • Myereve COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com Flo ooloo, SURVEYOR: T71771K SDRYBY/NC S.RY/CA3' 727 Blake Avenue Glenwood Springs, Colorado 81601 (870) 928-9708 (Fax 947-9007) i<1J®ne-.mss nom. LANDSCAPE ARCHITECT: ZEHREN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 2 3/8/13 PUD AMENDMENT SUBMITTAL REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: DRAWN BY: CHECKED BY: OT SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP (4 OF 4) SHEET NUMBER: EC01.04 2 4 5 7 8 U SE C] D_ 0 0 a 0 0 M m ~ o 6 6 O O Q Z Z Z N O 3o UI 0- a o-waA U H w m m - o N Z I,000 A a a H G F E D C B 2 3 4 6 7 9 LEGAL DESCRIPTIONS: PARCEL A LEGAL DESCRIPTION - PARCEL A (SOUTH PARCEL) - RIVERS EDGE PUD A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN THE NEST HALF OF SECTION 7 AND IN THE NORTH HALF OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY UNE OF COLORADO STATE HIGHWAY 82, WHENCE A 2 1/2" BRASS CAP, FOUND IN PLACE AND CORRECTLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, BEARS S 78'49'20" E A DISTANCE OF 215014 FEET; THENCE, ALONG SAID RIGHT OF WAY LINE S 091509" E A DISTANCE OF 401.79 FEET; THENCE, 5 09'35'09" E A DISTANCE OF 1545.87 FEET; THENCE, 626.05 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1482.50 FEET, A CENTRAL ANGLE OF 2411'44" AND SUBTENDING A CHORD BEARING OF S 2141'02" E A DISTANCE OF 621.41 FEET; THENCE,5 33'46'54" E A DISTANCE OF 387.28 FEET; THENCE, 294.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2815.00 FEET, A CENTRAL ANGLE OF 509'26" AND SUBTENDING A CHORD BEARING OF S 30'47'11" E A DISTANCE OF 294.19 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE N 8913'16" W A DISTANCE OF 218.07 FEET; THENCE, N 4023'30" W A DISTANCE OF 69.38 FEET; THENCE, S 8728'29" W A DISTANCE OF 36.35 FEET; THENCE, S 83'52'12" W A DISTANCE OF 10.80 FEET; THENCE, N 5827'19" W A DISTANCE OF 41.45 FEET; THENCE, N 295111" W A DISTANCE OF 8.28 FEET; THENCE, N 2416'24" W A DISTANCE OF 25.22 FEET; THENCE, N 6900'53" W A DISTANCE OF 9.87 FEET; THENCE, 5 87'31'44" W A DISTANCE OF 22.60 FEET; THENCE, N 5705'01" W A DISTANCE OF 17.28 FEET; THENCE, N 500949" W A DISTANCE OF 26.07 FEET; THENCE, N 4621'12" W A DISTANCE OF 9.99 FEET; THENCE, N 4408'05" W A DISTANCE OF 21.45 FEET; THENCE, N 5550'08" W A DISTANCE OF 49.05 FEET; THENCE, N 562540" W A DISTANCE OF 49.94 FEET; THENCE, N 6812'23" W A DISTANCE OF 36.45 FEET; THENCE, N 460404" W A DISTANCE OF 55.18 FEET; THENCE, N 68'49'21" W A DISTANCE OF 25.14 FEET; THENCE, N 47'41'50" W A DISTANCE OF 78.78 FEET; THENCE, N 3026'40" W A DISTANCE OF 2458 FEET; THENCE, N 25'4701" W A DISTANCE OF 30.08 FEET; THENCE, N 181119" W A DISTANCE OF 34.61 FEET; THENCE, N 30'58'21" W A DISTANCE OF 29.32 FEET; THENCE, N 2159'14" W A DISTANCE OF 27.50 FEET; THENCE, N 301607" W A DISTANCE OF 22.97 FEET; THENCE, N 25'4118" W A DISTANCE OF 169.44 FEET; THENCE, N 411739" E A DISTANCE OF 82.61 FEET; THENCE, N 3814'52" E A DISTANCE OF 15.89 FEET; THENCE, N 3426'44" W A DISTANCE OF 26240 FEET; THENCE. N 5758'09" W A DISTANCE OF 102.47 FEET; THENCE, N 53'4311" W A DISTANCE OF 105.38 FEET; THENCE, N 55'58'11" W A DISTANCE OF 126.13 FEET; THENCE, N 5614'57" W A DISTANCE OF 118.42 FEET; THENCE, N 491604" W A DISTANCE OF 136.33 FEET; THENCE, N 4410'51" W A DISTANCE OF 150.05 FEET; THENCE, N 32'49'55" W A DISTANCE OF 102,14 FEET; THENCE, N 37'4419" W A DISTANCE OF 552.12 FEET; THENCE, N 1810'02" W A DISTANCE OF 47.26 FEET; THENCE, N 27'58'19" W A DISTANCE OF 109.20 FEET; THENCE, N 350116" W A DISTANCE OF 71.09 FEET; THENCE, N 411247" W A DISTANCE OF 152.23 FEET; THENCE, N 4022'24" W A DISTANCE OF 339.82 FEET; THENCE, N 6420'53" W A DISTANCE OF 34.06 FEET; THENCE, N 450016" W A DISTANCE OF 52.42 FEET; THENCE, N 445341" W A DISTANCE OF 154.66 FEET; THENCE, N 321548" W A DISTANCE OF 86.59 FEET; THENCE, N 5701'32" W A DISTANCE OF 44.89 FEET; THENCE, N 301112" W A DISTANCE OF 85.72 FEET; THENCE, N 371902" W A DISTANCE OF 79.09 FEET; THENCE, N 371230" W A DISTANCE OF 63.32 FEET; THENCE, N 2002'15" W A DISTANCE OF 33.98 FEET; THENCE, N 3952'25" W A DISTANCE OF 42.02 FEET; THENCE, N 25'36'04" W A DISTANCE OF 107.17 FEET; THENCE, N 30'34'08" W A DISTANCE OF 164.72 FEET; THENCE, N 1119'01" W A DISTANCE OF 107.90 FEET; THENCE, N 2416'06" E A DISTANCE OF 163.60 FEET; THENCE, N 631913" E A DISTANCE OF 177.81 FEET; THENCE, N 831443" E A DISTANCE OF 393.54 FEET; THENCE, N 071526" W A DISTANCE OF 21.79 FEET; THENCE, N 8051'11" E A DISTANCE OF 50.00 FEET; THENCE, N 891506" E A DISTANCE 6 65.56 FEET; THENCE, N 5750'04" E A DISTANCE OF 50.12 FEET; THENCE, S 8401'15" E A DISTANCE OF 33.08 FEET; THENCE, 5 811900" E A DISTANCE OF 89.61 FEET; THENCE. N 5607'00" E A DISTANCE OF 26.86 FEET; THENCE, N 071811" E A DISTANCE OF 27.93 FEET; THENCE, N 37'41'57" W A DISTANCE OF 28.06 FEET; THENCE, N 500015" E A DISTANCE OF 22.23 FEET; THENCE, N 820230" E A DISTANCE OF 36.49 FEET; THENCE, S 6314'38" E A DISTANCE OF 54.05 FEET; THENCE, 5 45'5918" E A DISTANCE OF 20.95 FEET; THENCE, 5 14'44'20" E A DISTANCE OF 29.18 FEET; THENCE, S 111117" W A DISTANCE OF 26.42 FEET; THENCE, S 1458'41" E A DISTANCE OF 3014 FEET; THENCE, 5 43'42'10" E A DISTANCE OF 69.77 FEET; THENCE, S 3116'59" E A DISTANCE OF 56.76 FEET; THENCE, 5 4918'46" E A DISTANCE OF 40.12 FEET; THENCE, S 451055" E A DISTANCE OF 40.88 FEET; THENCE, 5 601618" E A DISTANCE OF 43.39 FEET; THENCE, 5 7316'24" E A DISTANCE OF 67.60 FEET; THENCE, 5 530515" E A DISTANCE OF 15.86 FEET; THENCE, 5 63'37'30" E A DISTANCE CF 52.31 FEET; THENCE, 5 83'2821" E A DISTANCE OF 46.95 FEET; THENCE, N 862027" E A DISTANCE OF 61.04 FEET; THENCE. N 315909" E A DISTANCE OF 47.07 FEET; THENCE, N 065838" E A DISTANCE OF 32,16 FEET; THENCE, N 720807" E A DISTANCE OF 7.98 FEET; THENCE, 5 2451'03" E A DISTANCE OF 72.35 FEET; THENCE, S 4152'47" E A DISTANCE OF 50.71 FEET; THENCE, S 54'4421" E A DISTANCE OF 38.31 FEET; THENCE, 5 8319'39" E A DISTANCE OF 87.15 FEET; THENCE, S 571112" E A DISTANCE OF 77.06 FEET; THENCE, 5 410116" E A DISTANCE OF 88.65 FEET; THENCE, 5 5719'13" E A DISTANCE OF 65.60 FEET; THENCE, S 495538" E A DISTANCE OF 74.96 FEET; THENCE, 5 610412" E A DISTANCE OF 43.44 FEET; THENCE, 5 71'4603" E A DISTANCE OF 55.45 FEET TO THE PONT OF BEGINNING, CONTAINING AN AREA OF 85.924 ACRES, MORE OR LESS. PARCEL B TOGETHER WITH, PARCEL B (NORTH PARCEL) RIVER EDGE COLORADO AMENDED PUD PLAN A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEONNING GARFIELD COUNTY SURVEYOR'S 2 1/2" BRASS, FOUND IN PLACE, AND CORRECTLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, THENCE S 492215" E A DISTANCE OF 5479.54 FEET TO THE TRUE POINT OF BEGINNING; THENCE. 5 89'4300" E A DISTANCE OF 100544 FEET TO A POINT ON THE WESTERLY LINE OF THE ROARING FORK TRANSIT AUTHORITY TRANSPORTATION CORRIDOR EASEMENT; THENCE, ALONG THE WESTERLY LINE aF SAID EASEMENT 5 1918'52" E A DISTANCE OF 2644.53 FEET; THENCE, 494.34 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2815.00 FEET, A CENTRAL ANGLE OF 1003'42" AND SUBTENDING A CHORD BEARING OF S 141701° E A DISTANCE OF 493.70 FEET; THENCE, 5 091509" E A DISTANCE OF 120.78 FEET; THENCE, DEPARTING THE WESTERLY LINE OF SAID EASEMENT N 651614" W A DISTANCE OF 60.45 FEET; THENCE. N 495410" W A DISTANCE OF 64.72 FEET; THENCE, N 4954'10" W A DISTANCE OF 86.97 FEET; THENCE, N 481110" W A DISTANCE OF 54.30 FEET; THENCE, N 56'4727" W A DISTANCE OF 123.97 FEET; THENCE. N 83'47'24" W A DISTANCE OF 93.00 FEET; THENCE. N 291511" W A DISTANCE OF 119,58 FEET; THENCE, N 780043" W A DISTANCE OF 33.84 FEET; THENCE, S 79'41'48" W A DISTANCE OF 37.80 FEET; THENCE. 5 2257'52" W A DISTANCE OF 56.05 FEET; THENCE, 5 5911'57" W A DISTANCE OF 45.48 FEET; THENCE, N 823235" W A DISTANCE OF 28.23 FEET; THENCE, N 5907'03" W A DISTANCE OF 95.71 FEET; THENCE, N 7120'44" WA DISTANCE OF 85.73 FEET; THENCE, N 36'43'10" W A DISTANCE OF 93.22 FEET; THENCE, N 251922° W A DISTANCE OF 181.92 FEET; THENCE, N 6510'24" W A DISTANCE OF 98.43 FEET; THENCE, 5 8502'33" W A DISTANCE OF 52.20 FEET; THENCE, S 5613'52" W A DISTANCE OF 39.34 FEET; THENCE, S 20'4913" W A DISTANCE OF 42.96 FEET; THENCE, 5 3727543" E A DISTANCE OF 21.60 FEET; THENCE, N 7702'57" W A DISTANCE OF 89.66 FEET; THENCE, S 7024'18" W A DISTANCE OF 70.95 FEET; THENCE. N 8859'39° W A DISTANCE OF 55.55 FEET; THENCE, 5 8428'58" W A DISTANCE OF 49.93 FEET; THENCE, N 142248" E A DISTANCE OF 68.20 FEET; THENCE, N 051146" W A DISTANCE OF 77.59 FEET; THENCE, N 1820'05" E A DISTANCE OF 10.82 FEET; THENCE, N 2253'40" E A DISTANCE OF 44.14 FEET; THENCE, N 1014'58" E A DISTANCE OF 35.11 FEET; THENCE, N 085911" E A DISTANCE OF 47.16 FEET; THENCE, N 03'4808" E A DISTANCE OF 36.48 FEET; THENCE, N 04'40'52° E A DISTANCE OF 71.03 FEET; THENCE, N 0717'51" E A DISTANCE OF 54.66 FEET. THENCE, N 2928'14" W A DISTANCE OF 63.68 FEET; THENCE, N 320044" W A DISTANCE OF 61.05 FEET; THENCE, N 2617'29" W A DISTANCE OF 55.52 FEET; THENCE. N 3814'36° W A DISTANCE OF 44.36 FEET; THENCE, N 531112" W A DISTANCE OF 37.73 FEET; THENCE, N 595448" W A DISTANCE OF 54.16 FEET; THENCE, N 875115" W A DISTANCE OF 36.97 FEET; THENCE, N 5713'47" W A DISTANCE OF 65.70 FEET; THENCE, N 8156'22° W A DISTANCE OF 85.02 FEET; THENCE, N 041129" W A DISTANCE OF 158.65 FEET; THENCE, N 355041" W A DISTANCE OF 41.30 FEET; THENCE, N 54'4603" W A DISTANCE OF 24.70 FEET; THENCE, N 2851'45° W A DISTANCE OF 209.99 FEET; THENCE, N 110817" W A DISTANCE OF 33.82 FEET; THENCE, N 410346° E A DISTANCE OF 78.19 FEET; THENCE, N 0629'01" W A DISTANCE OF 117.20 FEET; THENCE, N 200527" W A DISTANCE OF 94.24 FEET; THENCE. N 111203" W A DISTANCE OF 63.83 FEET; THENCE, N 0757'46" W A DISTANCE OF 141.45 FEET; THENCE, N 0956'14" E A DISTANCE OF 5076 FEET; THENCE, N 1917'44" W A DISTANCE OF 91.04 FEET; THENCE, N 44'4119" W A DISTANCE OF 134,55 FEET; THENCE, N 1923'49" W A DISTANCE OF 74.18 FEET; THENCE. N 1913'06" W A DISTANCE OF 43.27 FEET; THENCE, N 2110'01" W A DISTANCE OF 72.23 FEET; THENCE, N 0016'30° E A DISTANCE OF 217.77 FEET; THENCE, N 001610° E A DISTANCE OF 312.94 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF 73.003 ACRES, MORE OR LESS. PARCEL C TOGETHER WITH, PARCEL C: A TRACT OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS BEONNINC AT A PONT ON THE WESTERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY 82, WHENCE A 2 1/2" BRASS CAP, FOUND IN PLACE AND PROPERLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, BEARS 5 7801'43" E A DISTANCE OF 2054.18 FEET; THENCE, ALONG SAID WESTERLY RIGHT OF WAY LINE N 091510" W A DISTANCE OF 18814 THENCE, 282.60 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2915.00 FEET, A CENTRAL ANGLE OF 51317" AND SUBTENDING A CHORD BEARING OF N 122149" W A DISTANCE OF 282.49 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE 5 9000'00" E A DISTANCE OF 49.74 FEET; THENCE, S 0601'00" E A DISTANCE OF 202.70 FEET; THENCE. 5 0414'58" E A DISTANCE OF 260.70 FEET TO THE PONT OF BEGINNING, CONTAINING AN AREA OF 0234 ACRES, MORE OR LESS. N PARCEL B PARCEL C PARCEL A LEGAL DESCRIPTIONS PARCEL MAP SCALE: N.T.S. GLUTAW000 S'?AINGS E9 L1 U �T CARRRIONDALE VICINITY MAP TABLE I - LAND USE SUMMARY TABLE LAND AREAS TOTAL AREA OF PUD/SUBDIVISION 159.16 AC. TOTAL AREA OF OPEN SPACE AND OTHER COMMUNITY SPACES 7765 AC. OPEN SPACE (PASSIVE) 4000 AC, TOTAL AREA OF USEABLE OPEN SPACE (<25% SLOPE) 34.53 AC. LIMITED USE OPEN SPACE (>25% SLOPE) 607 AC. DETENTION AREAS (LIMITED USE)' 2.00 AC. PERCENT OPEN SPACE 25.51% OTHER OPEN AND COMMUNITY SPACE 37.05 AC. RECREATIONAL OPEN SPACE (PARKS)' 17.34 AC. COMMON AREAS (GENERAL)' 11.83 AC. COMMON AREAS (ORCHARD/GARDEN) 5.06 AC. NEIGHBORHOOD CENTER 2.83 AC. USEABLE COMMUNITY SPACE (25% SLOPE) 34.72 AC. PERCENT OTHER COMMUNITY SPACE 23.28% TOTAL AREA OF RIGHT-OF-WAY 2517 AC. NEIGHBORHOOD CENTER BUILDING AND PARKING SUMMARY TOTAL DEVELOPED BUILDING AREA (MAXIMUM) 10,000 S.F. TOTAL DRIVEWAYS AND PARKING AREAS (MAXIMUM) 28,000 S.F. TOTAL NON-RESIDENTIAL FLOOR SPACE (MAXIMUM) 10,000 S.F. UTILITY TRACT BUILDING AND PARKING SUMMARY' TOTAL AREA OF UTILITY TRACTS 3.57 AC, BUILDING AREA (MAXIMUM) 20,000 S.F. DRIVEWAYS AND PARKING AREAS (MAXIMUM) 20,000 S.F. NON-RESIDENTIAL FLOOR SPACE (MAXIMUM) 20,000 S.F. LOT AND TRACT COUNTS° RESIDENTIAL USE' 362 NEIGHBORHOOD CENTER USE UTILITY USE OPEN SPACE USE RECREATIONAL USE (PARKS) 4 COMMON AREA USE (GENERAL AND ORCHARD/GARDEN) 23 RIGHT-OF-WAY USE 14 OFF.STREET PARKING SPACES RESIDENTIAL' 732 NEIGHBORHOOD CENTER' (MAXIMUM) 30 OPEN SPACE PARKS AND COMMON AREAS (MAXIMUM)' 15 UTILITY° (MAXIMUM) NUMBER OF DWELLING UNITS 362 GROSS RESIDENTIAL DENSITY 3.27 UNITS/ACRE PARKS ARE ALSO COMMONLY REFERRED TO AS ACTIVE OPEN SPACE <AREAS BASED ON PROPOSED EASEMENTS FOR DETENTION PONDS. ' EXCLUDES PROPOSED RAW WATER SYSTEM DETENTION POND LOCATED RAW WATER DETENTION POND EASEMENT IN TRACT AC. ° INCLUDES 11517 SPOTS PER DWELLING UNIT. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL s ONE SPACE PER 400 SQUARE FEET OF BUILDING AREA ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. ONSTREET PARKING GENERALLY CONSIDERED ADEQUATE TO SERVICE PARKS AND COMMON AREAS BUT ADDITIONAL DESIGNATED PARKING MAY BE PROVIDED. ° ONE SPACE PER 2000 SQUARE FEET OF BUILDING AREA. ON -STREET PARKING ALSO PROVIDED. MAINTENANCE VEHICLE SPACES SHALL ALSO BE PROVIDED. INCLUDES IRRIGATION 8 MAINTENANCE AND WATER 8 WASTEWATER UTILITY TRACTS. °SEE TABLE 2A AND 28 LOT AND TRACT ZONING DESIGNATIONS ON PAGE 2 OF 8 OF THE RIVER EDGE COLORADO PUD PLAN FOR THE ZONING DISTRICT DESIGNATION OF EACH LOT AND TRACT AND THE PUD GUIDE FOR LAND USE ALLOWANCES AND STANDARDS. °PROVIDED AS NECESSARY TO SERVE PLAY FIELDS, COURTS AND PLAYGROUNDS. ONSTREET PARKING IS GENERALLY CONSIDERED ADEQUATE TO SERVICE PARKS AND COMMON AREAS. BUT UPTO 15 ADDITIONAL DESIGNATED PARKING SPACES MAYBE PROVIDED TO ACCOMODATE USERS. 0 0 0 0 0 0 0 0 0 0 O R PUD APPROVALS AND CERTIFICATIONS AUTHORITY THE AUTHORITY FOR THIS PUD PLAN, ACCOMPANYING PUD GUIDE AND OTHER PROJECT DOCUMENTS, AS DEFINED IN THE PUD GUIDE, IS PROVIDED UNDER ARTICLE VI OF THE GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, A5 AMENDED( ULUR). THE AUTHORITY FOR ARTICLE VI OF THE ULUR IS PROVIDED FOR BY THE PLANNED UNIT DEVELOPMENTACT OF 1972 (TITLE 24. ARTICLE 67. C.R.S., AS AMENDED). ADOPTION THE ADOPTION OF THIS PUD PLAN PURSUANT TOFUNDI COUNTY BOARD OF COUNTY COMMISSIONERS' RESOLUTION SHALL EVIDENCE THE FINDINGS AND DECISION OF THE BOARD OF COUNTY COMMISSIONERS THAT THIS PUD PLAN IS IN GENERAL CONFORMANCE WITH THE GARFIELD COUNTY COMPREHENSIVE PUN 2030 AND, UNLESS SPECIFICALLY WAIVED BY RESOLUTION, ALL APPLICABLE REQUIREMENTS OF THE ULUR, AND THAT THIS PUD PLAN COMPLIES WDTHE PLANNED UNIT DEVELOPMENT ACT OF 1972. THIS PUD PUN AMENDS AND REPLACES THE RIVER EDGE COLORADO PUD PLAN RECORDED WITH RECEPTION NUMBER 812357. VESTED RIGHT$ APPROVAL OF THIS PLAN SHALL CREATE A VESTED PROPERTY RIGHT PURSUANT TO ARTICLE 68 OF TITLE 24, C.R.S., AS AMENDED. THE TERMS OF SAD VESTED PROPERTY RIGHT ARE DETAILED IN THE RIVER EDGE COLORADO PUD DEVELOPMENT AGREEMENT APPROVED BY GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS AND RECORDED AT RECEPTION NUMBER CERTIFICATE OF OWNERSHIP THE UNDERSIGNED, CARBONDALE INVESTMENTS, LLC. BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY. COLORADO, LOCATED WITHIN THE BOUNDARIES OF THIS PUD PLAN CONTAINING 159.16 ACRES, MORE OR LESS, HAS BY THESE PRESENTS LAD OUT THIS PUD PLAN UNDER THE NAME OF RIVER EDGE COLORADO PUD. HEREBY AFFIRM THAT I AM THE OWNER OR AUTHORIZED REPRESENTATIVE OF THE INDIVIDUAL HAVING OWNERSHIP INTEREST IN THE PROPERTY DESCRIBED HEREIN. IN WITNESS WHEREOF, I HAVE SET MY HAND AND SEAL THIS ____ DAY OF STATE OF COLORADO (SS COUNTY OF GARFIELD , CARBONDALE INVESTMENTS, LLC THE ABOVE AND FOREGOING STATEMENT WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF , 20__ AD., BY WITNESS BY HAND AND SEAL: NOTARY PUBLIC MY COMMISSION EXPIRES: ADDRESS: CERTIFICATE OF SURVEYOR I, JEFF TUTTLE, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL LAND SURVEYOR LICENSED UNDER THE LAWS OF THE STATE OF COLORADO, THAT THIS PUD PLAN IS TRUE, CORRECT AND COMPLETE, AND THAT SUCH PAD PLAN WAS BASED UPON AN ACCURATE SURVEY OF SAID PROPERTY PREPARED BY ME, OR UNDER MY SUPERVISION, AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF ALL FEATURES AS SHOWN HEREON. IN WITNESS WHEREOF, I HAVE SET 61Y HAND AND SEAL THIS ____ DAY OF PLS# PROFESSIONAL LAND SURVEYOR CERTIFICATE OF APPROVAL THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO HEREBY APPROVE THIS PUD PIAN THIS ___ DAY OF , A.D., 20__, FOR RLING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY. COLORADO, SAID APPROVAL BEING DOCUMENTED IN BOARD OF COUNTY COMMISSIONERS' RESOLUTION _ CHAIRMAN. BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY. COLORADO WITNESS CLERK TO THE BOARD OF COUNTY COMMISSIONERS CLERK AND RECORDER'S CERTIFICATE THIS PUD PLAN WAS FILED FOR RECORDING IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT ____ O'CLOCK , ON THIS DAY OF , 20__, AND IS DULY RECORDED WITH RECEPTION NO. CLERK AND RECORDER BY: _ DEPUTY OWNER/DEVELOPER: RirEdge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: •0 TUTTLE' SORNBY/NC SSAT/CBS 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jk/fOlas-v. ram LANDSCAPE ARCHITECT: Z E. H R E N KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN COVER SHEET (1 OF 8) SHEET NUMBER: PUD01.01 2 3 4 5 6 7 8 H 0 F E D C B 2 3 4 7 8 9 10 TABLE 2A - LOT AND TRACT ZONING CATEGORIES AND ZONING DISTRICTS BY ZONING CATEGORY ZONING CATEGORIES AND DISTRICTS)LOTITRACTB' FILING# BLOCK# AREA (SQ FT) AREA (AC) AVERAGE LOT AREA (SQ FT) RESIDENTIAL ZONING CATEGORY - ATTACLED HOME ZONING DISTRICT i 97 13.17 51210 1.18 5121 1 E8 7-9 36409 0.84 BLS 3 B3 1.10 123187 2.83 6,159 ESTATE ZONING DISTRICT EXECUTIVE ZONING DISTRICT 5 5 13 9 622 18 83 412 1 97642 191 225 10,427 97642 TOWN ZONING DISTRICT 1 07 78 8414 0.19 8,414 1 1 1 B8 62 610 15 35000 13912-18 93307 1.18 1 132680 080 214 3.05 7,N0 6299 "' 7,371' 2 411 2.15 88482 1.99 6,177 2 B13 1.11 65318 1.96 0.87 7,755 754 2 B14 15 37789 2 B15 1.12 i 92,693 213 7,724 3 B4 1.9 I 54613 1.25 8068 3 05 1-5 35194 0.61 7033 3 ...................................._...........................1-T8 4 ............................................................................................... 4 Be B1 BZ 1-25 171,306 13253-.................................1._......81.........._......_.... ...................._.........._. 19 86,569 3.93 3.004.. 3 153 ....._....'.44 6,852 ......_......_......_......___.___...._....._...._.. 7, 7,397 ......_......_......_....____.__..___...8,181 5 B20 1.13 106093 46.8% 30 5 B21 1-4 23939 0.55 5985 VILLAGE ZONING DISTRCT ---- ---- - GARDEN HOME ZONING DISTRICT 1 B7 1.12 70707 1.62 0.11 - 028 5,892 1 B9 2 5,60 6.10 ! 12209 5.885 8105 i 6 2 812 18 50013 1.17 8352 5 5 - 10 818 817 818 B24 1.11 63986 113 71500 111 61,010 1-15 108814 1.47 164 140 2.50 5817 5585 5545 1836 2A B23 1.10 102350 2.35 5397 3A B26 1.7 53,224 122 4,054 30 B25 1-11 98494 2.22 4,505 45 R27 18 47719 1.10 3409 SUBTOTAL! 2,197,854 52.75 AVERAGE: 6348 376,225 COMMUNITY SPACE ZONING CATEGORY OPEN SPACE ZONING DISTRICT 1 .......... % OF TOTAL! BB'--. i 375125 33% 703..... 1 BHI 33,262 0.76 33.552 1 876 38927 0.89 06,927 2 BN 343044 7.* 343044 1.70 74076 0.30 11043 2 80 74076-- 3 AM 11043 3 AP 102372 2.05 102,372 3 _... 5 ..... AU 18335 .1 137,118 AO ...._--1. 64,760 817,238 0.42 103E 3.15- 137,118 1.05___ _..- 64,783 1483--�- 637,238 SUBTOTAL 1,768,398 40.60 AVERAGE: 160,783 % TOTAL 1 26% 10.9% COMMON AREA ZONING DISTRICT 109% 47.0% AY 10205 0.23 10,25 BD 8397 0.19 8,397 1 ---_.. BE 7656 .... BF........... 1......1675 BG 161 0.18 7,058 ass..... ._......_....._9575 0.39 16 �1 1 1 BT 2514 0.06 2514 BU 4395 0.10 4395 1 BV 15015 0.37 16,015 2 BK 17,550 0.40 17,550 2 BL 5,957 7 0.14 5,379 2 BO 43379 1.M 43,379 2 _.. 2 ..... _.. 3 ... 3 _ BR 4,811 8S...-.... 5190 AC......... 1 171540 9E....-... . 1048 0.11 4,811 0.12. 198 -.... _..______.... 173,540 002.....- ..... 1,040 3 AV 20,736 048 20,739 4PL 94,265 2.18 94,265 4 AZ 7570 0.17 7,570 5 AT 29,908 0.39 29,905 5 CD 41523 0.95 47,523 SUBTOTAL 515,313 . .................. ................ ...........- _....._..... .... ._.. ._ ...-..... % TOTAL! 11.83 -.-. AVERAGE: 25,766 7% GARDEN/ORCHARD ZONING DISTRICT 1 AB 107019 2.46 107,019 i B4 62,323 1.43 62,323 4 AM 51,038 1.17 51,035 SUBTOTAL! 220,380 5.06 AVERAGE: 73,480 %OF TOTAL. 3% • ........................NEIGF80RHOOD CENTER ZONING D5TRCT).-...._.i._....�...._...._....._._...I_....__ AA -1___.._.._ 123,275 2.83 _-- - 123,275 SUBTOTAL! 113,175 2.83 AVERAGE: 123,275 % TOTAL! 2% PARK ZONING DISTRICT 1 BI 218593 5.02 218593 2 BJ 112,639 2.59 11069 Al 243,291 5.59 243,291 5 AX 158613 4.15 187,613 SUBTOTAL i 755,136 %OF TOTAL! RIGHT-OF-WAY ZONING CATEGORY 17.34 11% AVERAGE 188,784 RIGHT.OF-WAY ZONING DISTRICT_... RB 139,192 3.20 139,192 RD 97,392 RF I 43710 RA 167549 2.24 9737 1.00 4.)10 185 167,049 RH 71186 1.68 73.126 RC 225152 5.17 225,152 _... � .._..... ._..... RG 77;902 RE--- 160,916 BCT..-.-. 28,684. 119 3.48 0.66 77,052 .15016 28.054 2A BM1 24,073 0.55 24,073 2A BM2 1928 004 1,928 34 All 18702 0.39 18702 3B AD1 34504 0.79 34,504 4A MI 15319 0.35 15,319 SUBTOTAL! 1,096,299 2517 AVERAGE: 78,307 59,252 ES-Wid ONING CATEGORY RRIG4TCN ANO MANTENANCE ZONING DISTRICT 3 96 OF TOTAL! -31-6-3-3-F359,251 16% 1.34 WATER AND WASTEWATER ZONING DISTRICT TILOS ZONING DISTRICT 4 AO 47,393 1.09 47,533 5 AR 50,021 1.15 58021 SUBTOTAL 1 155,656 3.57 AVERAGE: 51,885 % TOTAL I 2% TOTAL! 6,933,010 159.16 TABLE2B - LOT AND TRACT ZONING DISTRICT BY FILING PUD NOTES® 1. PUD STANDARDS FILING# BLOCK# I LOTI1RACT#2 ZONING DISTRICT' BT 88 1310 1317 39 1-18 16 19 88 ATTACIED HOME 9 1218 112 8,10 VILLAGE AA NEItlEOR CENTER AB, BA GARCENIORCHN. AY, BD, BE, BF, COMMM AREA TRACTS BG, BT, BU, BY W, BHI BH? WEN SPACE B I PARK 139 2 224 TRACTS B11 B1 B15 A)NUMBER OF DWELLING UNITS PERMITTED: A TOTAL OF THREE HUNDRED AND SIXTY-TWO (362) DELLNG UNITS ARE ALLOWED WITHIN THE RIVER EDGE COLORADO POD DISTRICT. 8) CONTROLLING DOCUMENTS: THIS PUD PLAN IS SUPPORTED BY THE PUD DEVELOPMENT GUIDE FOR RIVER EDGE COLORADO PUD GUIDE THE DECLARATION OF COVENANTS CONDITIONS AND RESTRICTIONS FOR RIVER EDGE COLORADO CCRS AND PROTECT DOCUMENTS IDENTIFIED WITHIN THE PED NATIO. TABLE 2L AND 2B LOCATED HEREON HE IDENTIFY THE ZONING CATEGORYPUD AND DISTRICT DESIGNATIONS OF ALL LOTS AND TRACTS RA ON THE RIVER EDGE COLORADO PPO. ALL DEVELOPMENT AND USES WITHIN THE RIVER EDGE COLORADO PUD SHALL CONFORM TO THIS PUD P.N. PUD GUIDE, CCRS, AND PROJECT DOCUMENTS. C) RELATIONSHIP 10 OTHER REGULATIONS: THE RELATIONSHIP OF THE PUD PLAN, no GUIDE, CCRS, AND PROJECT DOCUMENTS AND OTHER COUNTY REGULATIONS AND RESOLUTIONS IS DESCRIBED IN THE no GUIDE. 0) SUBDIVISION PHASING/PLATTING' SUBDIVISION PHASING/PLATTING SHALL FOLLOW SUBDIVISION FILINGS AS IDENTIFIED HEREON AND PROVIDED FOR BY THE PUD GUIDE AND PROJECT DOCUMENTS, 2. ROADS 115 GARDEN HOME 811 RIGHT-0791AY A) PRIVATE ROADS AND ALLEYS: ALL ROADS AND ALLEYS SHALL BE OWNED, OPERATED AND 2.15 MAINTAINED AS PRIVATE ROADS AND ALLEYS BY THE RIVER EDGE COLORADO PROPERTY OWNERS' ASSOCIATION, INC. (P00). ROADS AND ALLEYS SHALL BE ACCESS RESTRICTED IN ACCORDANCE WITH TOWN THE PUD GUIDE UNTIL AND UNLESS SAID RODS ARE DEDICATED AS PUBLIC ROADS. 15 1312 112 B EMERGENCY ACCESS: ACCESS ACROSS ALL RIGHT-OF-WAY TRACTS SHALL BE HRANTES TO 18 VILLAMO TRALOCATED TED WITHIN IG ORDER TD PROVIDE NCY VEHICLE SACCES S ( )HE SETS TSD '"T BK, BL,BC, BR, BS" (PEN AP AREA TRACTS E PROM WITHIN STATE EDGEICOLORADO. IND. EMERGENCY VEHICLE ACCESS (EVA) ECONTAINE BN, BO OPEN SPACE,_ SHALL BE PROVIDED TO STATE HIGHWAY 82 IN ACCORDANCE WITH THE PHASING PLAN CONTAINED IN 0.' 'BJ' ..-......- PARK OFPTHEIX C OF THE PUD EE. EVA ROADS DEPICTEH HEREON SFIALL BE CONSTRUCTED AS PART OF THE SUBDIVISION IMPROVEMENTS AS DETAILED IN THE PUD GUIDE. ! RA, RH Rla-Ir.oF.wnv 223 1-10 GARFEN HOME 5. DRAINAGE 95217(96 BMT, BHP RIGHT-OF-WAY 05 1.10 ATTACIED HOMES A) DRAINAGE AND DRAINAGE FACILITIES MAINTAINED: DRAINAGE AND DRAINAGE FACILITIES LOCATED ed 19 WITHIN AVE ACROSS ALL LOTS AND TRACTS, EXCEPT THOSE SERVING AN INDIVIDUAL LOT SHALL BE MAINTAINED BY THE POA OR ITS ASSIGNS. THE MAINTENANCE OF ALL DRAINAGE AND DRAINAGE 135 , 15 TOWN FACILITIES SERVING AN INDIVIDUAL LOT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MODIFICATION OF DRAINAGE FEATURES SHALL BE APPROVED BY THE POO OR ITS ASSIGNS. TRACTS AH AP, AU--- WEN SPACE PARK B) OBSTRUCTION OF DRAINAGE AND UTILITY EASEMENTS. NO PROPERTY OWNER NOR THE POA (OR AG RRIGATIgJ ANT MAMENANCE ITS ASSIGNS) SHALL OBSTRUCT ANY DRAINAGE OR UTILITY EASEMENTS. ONLY NON -DRAINAGE OR NON-UTILITY RELATED FACILITIES SPECIFICALLY AUTHORIZED BY THE POA SHALL E PLACED OR AC, AE, AvCOMMON AREA LOCATED WITHIN ANY DRAINAGE OR UTILITY EASEMENT. THE PROPERTY OWNER OR POA (DR IT RC A5009'WAY ASSIGNS) RESPONSIBLE FOR PLACING A NON -DRAINAGE OR NON- UTI LEY RELATED FACILITY WITHIN A I1 GARDEN HOME DRAINAGE OR UTILITY EASEMENT SHALL BE RESPONSIBLE FOR ANY DAMAGE TO DRAINAGE OR UTILITIES 3B 628 TRACTS ! AJI 525 � 11' TRACTS 1- hMi R (311 OF -WAY GARDE FORE RIGHT -0F -WAY B1 TRACTS B23 TRACTS BIB ~B1i- BTB B19 19 TOWN GAREEN10RCINRO COMMON AREA AN WITHIN RIVER EDGE COLORADO AND PROPERTIES HISTORICALLY DISCHARGING STER THROUGH 0 WATER AND WASTEWATER RIVER EDGE COLORADO. ACTIVITIES WITHIN THESE AREAS SHALL NOT DISRUPT OR OR ALTER THE RG RIGHT -0E -WAY TRANSMISSION OF STORMWATER IN ANY MANNER UNLESS SUCH DISRUPTION OR ALTERATION S Ho GAf4CEN HOIAE -_---- APPROVED BY THE POA (OR ITS ASSIGNS) AND SAID CHANGES CONFORM TO GARFIELD COUNTY 00 ---- 000 -OF -WAY -_-- --- REQUIREMENTS AND APPLICABLE LAW. CAUSED BY SUCH LOCATION. A UTILEO COMPANY OR POA (OR ITS ASSIGNS) SHALL NOT BE RESPONSIBLE FOR DAMAGE TO ANY NON -DRAINAGE OR NON-UTILOY RELATED FACILITY LOCATED WITHIN A DRAINAGE OR UTILITY EASEMENT RESULTING FROM THE PLACEMENT OR MAINTENANCE OF UTILITIES OR DRAINAGE FACILITIES WITHIN A DRAINAGE AND UTILITY EASEMENT BY A UTILITY COMPANY OR THE POA (OR RS ASSIGNS). C) GENERAL DRAINAGE PROVIDED: ALL OPEN SPACE, COMMON AREA, PARK, GARDEN/ORCHARD, AND RIGHT-OF-WAY TRACTS MAY BE UTILIZED BY THE POA (OR ITS ASSIGNS) TO TRANSMIT (PEN SP CE STORMWATER ACROSS RIVER EDGE COLORADO AS NECESSARY TO PROVIDE FOR EFF ETRE DRAINAGE COLLAGE 11 ....... ..... ib ESTATEE 132 4. CONSERVATION EASEMENT A) GENERAL RESTRICTIONS' RIVER EDGE COLORADO SHALL BE SUBJECT TO ALL APPLICABLE RESTRICTIONS AND REQUIREMENTS CONTAINED IN THE GRANT OF CONSERVATION EASEMENT RECORDED IN BOOK 1171 AT PAGE 929 AT RECEPTION 9 559036 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER. (CONSERVATION EASEMENT) EXECIITME B) PET RESTRICTION. THE KEEPING OF PETS SHALL BE IN ACCORDANCE WITH THIS no PLAN, TRACTS AR OPEN SPACE , THE PUD GUIDE, CCRS AND SECTION 5.6 OF THE CONSERVATION EASEMENT. WATIM ANT WASTEWATER UM AT COMMON AREA 01 HERRN PROTECTION AREA: PRCTE LOCATED S SOUTH OF CATTLE CREEK AND WITHIN THE AY PARK "HERON PROTECTION AREA" AS DEPICTED HEREON SHALL BE PERMED AND VISUALLY SCREENED IN COMMON AREA ACCORDANCE WITH SECTION 5.3(6) OF THE CONSERVATION EASEMENT. THE RESTRICTIONS ASSOCIATED WITH THE "HERON PROTECTION AREA" ARE ENFORCEABLE BY THE ROARING FORK CONSERVANCY OR POA (OR ITS ASSIGNS)- GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE CE RE WEN SPACE RIGHT -0F -WAY TIEZONNG CATEGORY AND DISTRCT DESI0NAT4ONS HEMP ED SIwLL BE TAXED 0) CONSERVATION EASEMENT ACCESS CONTROL AREA AREAS DEPICTED HEREON AS "CONSERVATION IN APPLYNO TIE PROSE CEO OF TFE PUD WEE EASEMENT ACCESS CONTROL AREA" SHALL E PLANTED AND BERMED AS APPROPRIATE AND IN =INCLULES LOTS 9598340 BI AS '8' AND 9' .3E061 COW 811.DWRHI4 ICE RANGE OF LOT CONSULTATION WITH THE ROARING FORK CONSERVANCY TO HELP TO DISCOURAGE ACCESS INTO THE NUMBERS CENTRED CONSERVATION EASEMENT. SCREENING AND BUFFERING APPROVED PURSUANT TO THE APPLICABLE PROVISIONS OF THE CONSERVATION EASEMENT SHALL E COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONSERVATION EASEMENT. MAINTENANCE OF THESE SCREENS AND BUFFERS ® SHALL BE PROVIDED BY THE POA OR ITS ASSIGNS AND THE SPECIFIC AREAS SUBJECT TO THESE RESTRICTIONS MAINTAINED SHALL BE IDENTIFIED ONRS EACHNFINAL PLAT. C CONT SIGNAGE SHALL IDENTIFIES PROVIDED ARD MAIDT DISC WIAGIN TOR ACOTRICTS ACN SS AS RI UIRESS CONTROL SER" THAT 000MNTHE AREA AND DISCOURAGES OR RESTS "S ACCESS IO REQUIRED BY THE AREA' EASEMENT. THE Q RESTRICTIONS ASSOCIATED WITH THE "CONSERVATION EASEMENT CONTROL AREA" SHALL BE ENFORCEABLE BY THE POA (OR ITS ASSIGNS) AND ROARING FORK CONSERVANCY IN SO FAR AS THE RESTRICTIONS RELATE TO REQUIREMENTS OF THE CONSERVATION EASEMENT. GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE. E CONSTRUCTION SEASON RESTRICTIONS: CONSTRUCTION WITHIN THE HERON PROTECTION ZONE SHALL BE RESTRICTED IN ACCORDANCE WITH THE CONSERVATION EASEMENT (SEE ALSO NOTE 6A). THE RESTRICTIONS ASSOCIATED WITH THE "HERON PROTECTION ZONE" SHALL E ENFORCEABLE BY THE ROARING FORK CONSERVANCY AND POA (OR ITS ASSIGNS). GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE. 5. EASEMENT NCD LOT A10 TRACT B0IN DMICS LOCATORS A) EASEMENT LOCATIONS APPROXIMATE THE FILING OF THIS no PLAN DOES NOT ESTABLISH EASEMENTS. EASEMENTS SHALL ONLY BE ESTABLISHED BY DEED, FINAL PLAT, CCRS, WRITTEN GRANT OF EASEMENT, OR AS OTHERWISE PROVIDED BY LAW. PROPOSED EASEMENT LOCATIONS DEPICTED HEREON REPRESENT THE APPROXIMATE LOCATION AND EXTENT OF OK EASEMENTS THOUGHT TO BE NECESSARY TO SERVICE THE RIVER EDGE COLORADO PUD AND SURROUNDING PROPERTIES. THE SPECIFIC EASEMENTS SHALL E ESTABLISHED BY THE FINAL PLAT ASSOCIATED WITH EACH FILING THE REMOVAL OR ADDITION OF AN EASEMENT AS SHOWN HEREON AT TIME OF FINAL PLAT SHALL NOT BE CONSIDERED A SUBSTANTIAL MODIFICATION. 0) LOT AND TRACT BOUNDARIES APPROXIMATE. THE FILING OF THIS PUD PLAN DOES NOT ESTABLISH LOTS OR TRACTS. LOTS AND TRACTS SHALL ONLY BE ESTABLISHED BY FINAL PIAT. LOT AND TRACT BOUNDARIES AS DEPICTED HEREON REPRESENT THE APPROXIMATE INTENDED LOT AND TRACT BOUNDARIES. Is IRLDLFE RESIRICLONS A) HERON ACTIVITY AREA: AT THE TIME OF FINAL PLAT, THE "HERON AERIE') AREA" WILL BE ESTABLISHED ON THE FACE OF THE FINAL PLAT BY PLAT NOTE IDENTIFYING WHICH LOTS ARE SUBJECT TO CONSTRUCTION DOING RESTRICTIONS THE "HERON ACTMIY AREA" SHALL E ESTABLISHED BY A SITE VISIT TO ACTIVE HERON NESTING TREES BY AN ACCREDITED WILDLIFE BIOLOGIST DURING THE SPRING MONTHS PRIOR TO FILING OF ANY FINAL P.T. EMPTY OR UNUSED NESTS OR ROOST TREES SHALL NOT BE CONSIDERED ACTIVE HERON NESTING TREES. ANY LOTS ON THE FINAL POT LOCATED WITHIN 200 METERS OF AN ACTIVE HERON NESTING TREES AS DESIGNATED ON THE FINAL PIAT SHALL BE SUBJECT TO A CONSTRUCTION SEASON RESTRICTION WHICH SHALL PROVIDE FOR NO EXTERNAL CONSTRUCTION ACTIVITIES FOR NEW BUILDING ERECTION BETWEEN MARCH 1 THROUGH AUGUST 1. AFTER THE INITIAL CONSTRUCTION OF SUBDIVISION INFRASTRUCTURE REQUIRED UNDER ANY SUBDIVISION IMPROVEMENT AGREEMENT AND INITIAL HOME CONSTRUCTION WITHIN THE BOUNDARIES OF A FINAL PLAT, THE CONSTRUCTION RESTRICTION SHALL NO LONGER BE APPLICABLE. THE PUD PLAN IDENTIFIES THE BOUNDARIES OF THE "HERON ACTIVITY AREA" THAT WOULD EXIST AS OF THE DATE OF THE FILING OF THIS PUD PLAN FOR PURPOSES OF ILLUSTRATION ONLY. SCREENING SHALL ALSO BE PROVIDED AS A MEANS OF MITIGATING POTENTIAL EFFECTS TO HERONS WITHIN OPEN SPACE TRACTS WITHIN OR NEAR THE EXISTING 'HERON ACTIVITY AREA" DEPICTED ON THE PUD PLAN. THESE PLANTINGS SHALL BE INSTALLED AS PART OF RECLAMATION (PHASE 0) AND MAINTAINED BY THE POA (OR ITS ASSIGNS) IN ACCORDANCE WITH THE CCRS. TRAIL CLOSURES SHALL BE ALSO BE MAINTAINED S PROVIDED FOR BY THE CCRS. ACTIVITIES WHICH MAY BE NECESSARY TO ENSURE SUCCESSFUL REVEGETATION AND SUSTAIN PLANTS WITHIN THE 'HERON ACTIVITY AREA", MAINTENANCE MEASURES NECESSARY TO PROTECT WATER QUALITY AND LIMIT EROSION IN ACCORDANCE WITH LOCAL STATE AND FEDERAL LAW, AND ANY EMERGENCY ACTIONS SUCH AS UTILITY REPAIRS SHALL BE ALLOWED WITHOUT RESTRICTIN. THE RESTRICTIONS ASSOCIATED WITH THE "HERON AMITY AREA" ARE ONLY ENFORCEABLE BY THE POA (OR ES ASSIGNS) GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE BUT SHALL HAVE THE RIGHT TO ENFORCE THE RESTRICTIONS PLACED UPON THE FINAL PLAT. B) LIGHTING: NIGHTTIME LIGHTING OF THE OPEN SPACE TRACTS IS NOT PERMITTED. LIGHTING OF ALL LOTS AND TRACTS SHALL MEET THE LIGHT STANDARDS CONTAINED IN THE PUD GUIDE AND CCRS. C) FENCING ROADS: FENCES ALONG AND ADJACENT TO ROADS ARE PROHIBITED EXCEPT AS NECESSARY FOR SAFETY IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND STANDARDS AND GENERALLY ACCEPTED STANDARDS PUBLISHED BY THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS. 7, GEOAN2ARD RESIMC7gN5 A) FLOODPLAINS: NO STRUCTURES OR TRAILS SHALL BE LOCATED WITHIN AREAS DESIGNATED AS FLOODPLAINS EXCEPT THAT A VEHICULAR/PEDESTRIAN BRIDGE AND UTILITIES ACROSS CATTLE CREEK SHALL BE PERMITTED AS SHOWN HEREON, B) GEOHAZARD AREAS: "GEOHAZARD AREAS" IDENTIFIED AT THE TIME OF PUD APPROVAL ARE SHOWN HEREON. THE AREAS WITHIN EACH FINAL PLAT SHALL BE INVESTIGATED PRIOR TO PLATTING AND ANY "GEOHAZARD AREAS" IDENTIFIED AT THAT TIME SHALL BE SHOWN ON THE FINAL PLAT EACH FINAL PIAT SHALL INCLUDE A PLAT NOTE REQUIRING THAT NO STRUCTURES SHALL BE LOCATED WITHIN DESIGNATED "GEOHAZARD AREAS" UNLESS INVESTIGATIONS ARE COMPLETED AND APPROPRIATE MITIGATION MEASURES ARE PROPOSED BY A QUALIFIED ENGINEER AND SUCH MITIGATION S IMPLEMENTED AS PART OF CONSTRUCTION. DETAILED MITIGATION PIANS OF UTILITIES AND ROAD CROSS AUG OF "GEOHAZARD AREAS" IDENTIFIED HEREON OR ON THE FINAL PLAT SHALL BE PROVIDED AT TIME OF FINAL PLAT AND IMPLEMENTED AT TIME OF CONSTRUCTION. NTS RENT -OF -NAY - ALL UTILITY EASEMENTS AND RIGHT-OF-WAY UTUTAEAPBi ANO RIHN TRACTS: TRACTS ARE PROVIDED FOR THE BENEFIT OF THE S OF SERV PROPERTY OWNERS AND SHALL LI WITH • UT BY UTILITY PROVIDERS FOR THE PURPOSES OF COORDINATE T THE RIVER EDGE COLORADO SLID WITH UTILITIES. UTILITY PROVIDERS ARE OBLIGATED TO COORDINATE THE PLACEMENT OF UTILITIES WITH THE POAOR ITS ASSIGNS) PRIOR TO PLACING OR LOCATING UTILITIES WITHIN SAID UTILITY EASEMENT AND RIGHT-OF-WAY TRACTS. 9. OPEN SPACE AND NOL RESTRICTIONS A) EFTA TRAIL AND CONSERVATION EASEMENT ACCESS: ACCESS 10 ROARING FORK TRANSIT AUTHORITY EFTA TRAIL AND ROARING FORK CONSERVANCY RFC CONSERVATION EASEMENT IS RESTRICTED TO THOSE LOCATIONS SPECIFICALLY IDENTIFIED HEREON NO ADDITIONAL ACCESSES SHALL BE BUILT OR PROVIDED WITHOUT THE EXPRESS CONSENT OF THE ARIA OR RFC, AS APPROPRIATE, AND THE OWNER OF ANY PROPERTY OVER WHICH SUCH ACCESS WILL CROSS. THE RESTRICTIONS ASSOCIATED WITH ACCESS TO THE EFTA TRAIL OR CONSERVATION EASMENO SHALL BE ENFORCEABLE BY RFTA OR ROARING FORK CONSERVANCY, AS APPLICABLE, AND POA (OR ITS ASSIGNS). GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE. B) TRAIL CLOSURES: TRAILS WITHIN OPEN SPACE TRACTS SHALL BE CLOSED DURING THE SENSITIVE DEER AND ELA WINTER SEASON (DECEMBER 1 THROUGH MARCH 31). TRAIL CLOSURES ARE ENFORCEABLE BY THE POA (OR ITS ASSIGNS). GARFIELD COUNTY SHALL HAVE NO RESPONSIBILITY TO ENFORCE. 10. AFFORDABLE L019N I GARDEN HOME TRACTS AJ, AK, AND BC ARE RESTRICTED TO AFFORDABLE HOUSING AS DEFINED BY ARTICLE VIII OF THE ULUR AND THE RIVER EDGE COLORADO AFFORDABLE HOUSING PLAN AND AGREEMENT EXECUTED AT TIME OF FINAL PLAT. 11 TRACTS: IN ACCORDANCE WITH APPLICABLE LAW AND CCRS . O PENA1 PA NIC M MENA AREA, OF EN/TS. ALL OPEN SPACE. COMMON ARRA, GARDEN/ORNHARD, PARK, NEIGHBORHOOD CENTER, RIGHT-OF-WAY, WATER IO S)SFOR THE AND IIT OFTTH & MAINTENANCE TRACTSWIT SHALL RI HELD BY THE PAD (OR ITS ASSIGNS) FOR THE BENEFIT OF THE PROPERTY OWNERS WITHIN THE RIVER EDGE COLORADO PUD. 12. EROSON AND SEDIMENT CONTROL, LANDSCAPING AND IF6GATCN: EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE EROSION AND SEDIMENT CONTROL MEASURES DETAILED IN THE EROSION AND SEDIMENT CONTROL PLAN ASSOCIATED WITH EACH FINAL POT AND THE PUD GUIDE. ALL LOTS AND TRACTS SHALL BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPE STANDARDS CONTAINED IN THE PUD GUIDE AND DESIGN GUIDELINES. IRRIGATION SHALL CONFORM TO THE PUD GUIDE AND CCRS. SURVEY NOTES BEARINGS ARE RELATIVE TO A BEARING OF N 89'29'47'W ON THE LINE BETWEEN GARFIELD COUNTY BRASS CAP AT SE CORNER SECTION 7 AND GARFIELD COUNT( BRASS CAP TO WITNESS CORNER TO S 1/4 CORNER OF SECTION 7. ADDITIONAL SURVEY MONUMENTATION, PINS, TIES AND OTHER SURVEY CONTROL INFORMATION CAN BE FOUND ON THE PROJECT ALTA SURVEY MAP. DATA SOURCES • GARFIELD COUNTY GEOGRAPHIC INFORMATION SYSTEM, 2010, GARFIELD COUNTY VARIOUS SOURCES) • CAOTECHNIEEK ENGINEERING STUDY NOVEMBER 2010, HP GEOTECH • CATTLE CREEK AND GARBONDALE TOPOGRAPHIC QUADRANGLE UNITED STATES GEOLOGICAL SURVEY • WILDLIFE AND VEGETATION ASSESSMENT REPORT, DECEMBER 2010, ROCKY MOUNTAIN ECOLOGICAL SERVICES (VARIOUS SOURCES) UTILITY POTABLE WATER:' SANITARY SEWER:' ELECTRIC'S: NATURAL GAS: TELEPHONE: CABLE: RAW WATER I RRIGATIO ROARING FORK WATER AND SANITATION DISTRICT ROARING FORK WATER AND SANITATION DISTRICT HOLY CROSS SOURCE GAS CENTORYLI NK COM CAST RIVER EDGE PROPERLY OWNERS ASSOCIATION INC. LOT 1, B22 MAY BE SERVED BY CENTRAL WATER, SANITARY SEWER, RAW WATER IRRIGATION VIA SERVICE LINES OR INDIVIDUAL WELL AND SEWAGE DISPOSAL SYSTEM. THE PURCHASER IS RESPONSIBLE FOR CONSTRUCTION OF ANY SERVICE LINES OR INDIVIDUAL SYSTEMS, FILING 3 OPEN SPACE OTHER COMMUNITY SPACES' CUMULATIVE COMMUNITY AREA (%) OPEN SPACE AREA (AC,) OPEN SPACE (%) CUMULATIVE OPEN SPACE AREA (AC-) CUMULATIVE OPEN SPACE (%) COMMON AREA (AC.)2 COMMON AREA (%) CUMULATIVE COMMON AREA (AC.)2 CUMULATIVE COMMON AREA (%) PARKS (AC.) PARKS (%) CUMULATIVE PARKS (AC-) CUMULATIVE PARKS (%) IA® 000 00% 0.00 0.0% 0.00 00% 0.00 00% 000 O.0% 000 0.0% 00% 1 ® 869 23.4% 8.69 21.6% 549 14.8% 5.49 13.6% 5.02 13.5% 5.02 12.5% 47.6% 2 958 34.7% 18.26 26,9% 1.77 6.4% 7.26 10.7% 2.59 9.4% 760 11.2% 48.8% 2A OW 0.0% 18.26 25.8% 000 00% 726 10.2% 000 0.0% 760 10.7% 46.8% 30 0,00 0.0% 1826 25.2% 0.00 00% 726 10,0% 0.00 0.0°% 7.60 10.5% 45.7% 3 3.07 10.2% 21.33 20.8% 4.48 14.9% 11.74 11.5% 559 18.6% 13.19 12.9% 45.2% 38 000 0.0% 21.33 20.2% 000 00% 11.74 11.1% 000 0.0% 13.19 12.5% 43.9% 4A 000 00% 21.33 20.0% 0.00 0.005 11.74 11.0% 0.00 0.0% 1339 12.3% 43.3% 4 3.15 22.3% 2448 202% 3.57 24.9% 15.25 12.6% 0.00 0.0% 13.19 10.9% 43.7% 5 16.12 42.2% 4060 -I 25.5% 1.64 4.3% 16.89 10.0% 4.15 10.9% 1734 109% 47.0% EXCLUDES NEIGHBORHOOD CENTER 2INCLUDES GARDEN/ORCHARD AREA LISTED IN PROPOSED PHASING SEQUENCE (NOTE: FILING 1 AND 1A TOME FILED CONCURRENTLY) TABLE 4 - LANDSCAPE AREAS AND STANDARDS1 TABLE 5 - LOTS BY FILING, AFFORDABLE HOUSING, AND CONSTRUCTION SCHEDULE (PROPOSED PHASING SEQUENCE) TRACT TYPE !TRACT IDENTIFICATION ;LANDSCAPE STANDARD OPEN SPACE ;AN, AN, AP, AQ, AU, BB, BH 1, BH 2, BN, BO,CE, 'RD !OPEN SPACE LANDSCAPE STANDARD COMMON AREA U, AE, AL, AT, AV, AY, AZ, BD, BE, BF, BG, BK IBL, BO, BR, BS, BT, BU, BV, CD COMMON AREA LANDSCAPE STANDARD GARDEN/ORCHARD 'AB, AM, BA AG AO AR AA GARDEN/ORCHARD LANDSCAPE STANDARD UTILITY UTILITY LANDSCAPE STANDARD NEIGHBORHOOD CENTER NEIGHORHOOD CENTER LANDSCAPE STANDARD PARK AI, AX,BI, BJ !PARK LANDSCAPE STANDARD RIGHT -CF -WAY RA, RB, RC, RD2 RE, RF, NG, RH (AND ADT, AJ1, AKI, BCT, BM1, BM2) !RIGHT-OF-WAY LANDSCAPE STANDARD 1 LANDSCAPE PLANS SHALL BE SUBMITTED TO GARFIELD COUNTY WITH EACH APPLICATION FOR FINAL PLAT DETAILING HOW EACH TRACT WILL BE LANDSCAPED AS PART OF THE SUBDIVISION IMPROVEMENTS REQUIRED. COUNTY MAY APPROVE OR DENY A FINAL PLAT BASED ON COMPLIANCE WITH THE LANDSCAPE STANDARDS, IT MAY, BUT HAS NO OBLIGATION, TO ENFORCE THOSE STANDARDS AS THAT SHALL BE THE RESPONSIBILITY OF THE POA. LOTS BY FILING FILING ESTATE' 1A ® 1 0 1 ® 2 ® 2A 3 38 4A 4 5 9 INCLUDES EXECUTIVE LOT 2 PROPOSED PLATTING SCHEDULE ' TOTALS INCLUDE LOTS DESIGNATED AS 'A' AND TOWN 39 42 VILLAGE 1 ATTACHED' GARDEN HOMES' 28 16 0 0 •0 0 0 7 35 164 58 36 19 13 21 14 95 AFFORDABLE LOT SUMMARY I CUMULATIVE AFFORDABLE AFFORDABLE I (911 28 100.0% 286% 13 14 18 9% 168% 228% 172% 15B% 20.1% _.._ ` 18.3% 15.2% 55 152% SCHEDULE OF P .. ,(62 OWNER/DEVELOPER: r 1 RiverEdge g J COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CML ENGINEER/PLANNER: RON 1 16n.1n 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: T_TUTTLE SURVEYING SERVICES TVYTLB SIZR1277AC SERV/CBS 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-90074 LANDSCAPE ARCHITECT: Z E R E N ANOASSOCIATES, INC. KEY MAP: F�2 1670 BROADWAY SUITE 3400 DENVER, COLORADO 80202 Phone: 303.7641520 Fax: 303+-860-7139 PRELIMINARY NOT FOR CONSTRUCTION 5 4/13/15 PUD AMENDMENT SUBMITTAL 4 1/13/15 PUD AMENDMENT SUBMITTAL 3 3/8/13 PUS AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN GENERAL NOTES (2 OF 8) SHEET NUMBER: PUD02.01 2 3 4 5 7 8 9 10 H C 3 D_ 4 z a W N N o I B 0 0 a fl M o U cn N 8- 0 § u) W9A O N z` 7J \•E O 00/ a f Q: A / W s U\ r 52 MQo0 z 0 W/ W O O, o_ 4 7 10 ■Y RURAL 1� (SINGLE I� FAMILY HOME) 11 I PROP. 40 ACCESS & (UTILITY EASEMENT PER BOOK 1217 PAGE 610 V1 /' RESIDENTIAL SUBURBAN (VACANT) .. " -19 786 E 11 I1 -SECTION LINE EXIST. 50' OPEN SPACE EASEMENT PAGE 1 AMENDED BY BOOK 1217 P 1 1 1 1 PROP. 20' EVA 1 CROSSING EASEMENT ' 11 1 , EVA EASEMENT TO COUNTY ROAD 154 RECEPTION NO. 760451 1, I '1 60919' I 111 TRACT RW 1 1173)86 SF. , TOWNSHIP LINE \�\' \ \ ExIST. 20' OPEN SPACE AMENDED CONSERVATIONBYBOOK1217PAGEASEMENT,E593 BOOK f � ' 1143 AT PACE 1 K 1143 AT 3 I�� RF1P ROW \� \ Vi EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 368,77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 \ \ EXIST. EASEMENT, BOOK 1142 PAGE 963 AND AMENDMENT BOOK 1217 PAGE 588 " - • XSR1 EXIST. BIKE TRAIL / \K f \ \\ `' \ \\ \ I \ 1 \ \ //),/> � \''-- %IST. LAIN \ , DPUIN <`13 0 RURAL VGLE FAMII HOME) PLAIN DE 'E (OP N SI R. I ROP. 8' TRAIL 100 0 100 200 SCALE IN FEET RESIDENTIAL SUBURBAN (VACANT) 1 \\ \ 20' UTILITY EASEMENT \ UNIT nPMENT PACE & FAMILY ENTIAL) 1ST. 25'J ENWOOD DITCH'' EMENT GRANT C. NO. 798016- i PROP. TRAIL \ REALIGNMENT \\ \ \\ \ 1 \ V A\ 11 \ 0T 9 117626 SF. H-' 76r ,'11"E a I1 1 62 10 1I� 761N 6F. 1 NB',1'0"Ez I4 o99° L01 14 NOTES;. I. PROP. 15' DRAINAGE & UTILITY EASEMENT. 2. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. (FRONT) 5' EASEMENT LOT LINE I -� 1 1� I s 10' EASEMENT2 (REAR) TYPICAL LOT UTILITY & DRAINAGE EASEMENTS SCALE: N.T.S. NOTE: ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN THE PLANS. '5' EASEMENT WHERE REAR LOT LINE IS RIGHT-OF-WAY. (FRONT) (REAR) TYPICAL TWO -UNIT DWELLING LOT LOT LINE SCALE: N.T.S. NOTE: LOTS IDENTIFIED HEREON AS DEPICTED ABOVE PROVIDE FOR THE PLACEMENT OF A TWO -UNIT DWELUNG OR ONE -UNIT DWELLING. AT TIME OF FINAL PLAT FOR THE FILING, THE LOTS SO IDENTIFIED MAY BE PLATTED AS A SINGLE LOT AND SUBSEQUENTLY DMDED BY AMENDED PLAT PURSUANT TO THE ULUR TO ACCOMMODATE A TWO -UNIT DWELUNG WITH ONE UNIT BEING PLACED ON EACH OF THE "A" AND "B" LOTS SUBJECT TO A PARTY WALL AGREEMENT. ALTERNATIVELY WHERE THE DESIGNATED "A° AND "B" LOTS ARE TO ACCOMMODATE A SINGLE -UNIT DWELLING, THE "A" AND "B" LOTS SHALL BE CREATED AT TIME OF FINAL PLAT FOR THE FIUNG. RFTA TRAIL ACCESS TO BE DETERMINED AT TIME OF FINAL PUT 6 - ACCESS ROW/EASEMENT TO STATE HIGHWAY 82 RECEPTION NO. ��/f rr' m--11il Pi EXI T. WETLANDS '1 .( •0 EXIST. EASEMENT BOOK 1142 PAGE 11 \\ 963 AND AMENDMENT TO EASEMENT \ BOOK 1217 PAGE 588 TO BE UTILIZED FOR ACCESS ACROSS RFTA ` \ ROW AT THIS LOCATION 1 \ CHERT COURT PLANNED UNIT DEVELOPMENT (CONSERVATION) 200 METER HERON PROTECTION AREA REC. NO. 804200 C'T ! LOT 17 ,OTT-xee10 it =SF.!law PROP 1j0' .' & U�TiLIITY EASEME MATCHLINE SEE SHEET PUD03.02 LOT 7 6007 S.F. CURVE TABLE CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CI 13.50' 15.19' 64'28'00" 8.51' 14.40' C2 44.50' 189.87' 244'28'00" 70.57' 75.26' C3 178.00' 62.40' 2010510" 31.52' 62.08' C4 74.01' 291.31' 22531'48" 176.36' 136.48' C5 97.00' 3.80' 214'35" 1.90' 3.80' C6 97.00' 104.52' 61'44'13° 57.98' 99.54' C7 8.50' 12.43' 83'46'22" 7.62' 11.35' C8 328.00' 79.39' 1352'05" 39.89' 79.20' C9 328.00' 62.51' 10'5511" 31.35' 62.42' C10 328.00' 60.34' 1032'25" 30.26' 60.25' C11 178.00' 4.55' 1'27'47" 2.27' 4.55' C12 178.00' 57.49' 1030'16" 29.00' 57.24' C13 178.00' 60.99' 19'37'58" 30.80' 60.69' C14 74.01' 58.83' 4532'42" 31.07' 57.29' C95 122.00' 95.10' 44'39'46" 50.11' 92.71' CIA 272.00' 85.62' 1602'11" 43.17' 85.27' CI7 272.00' 86.45' 1812'36" 43.59' 88.08' C18 272.00' 62.19' 930558" 31.23' 62.05' C19 272.00' 26.40' 5'33'39" 13.21' 26.39' C20 328.00' 28.66' 000'22" 14.34' 28.65' C21 328.00' 66.09' 11'32'42" 33.16' 65.98' C22 328.00' 13.57' 2'22'16" 6.79' 13.57' C23 722.00' 61.69' 4'53'43' 30.86' 61.67' C24 722.00' 75.59' 5'59'54" 37.83' 75.55' C25 722.00' 75.59' 559'54" 37.83' 75.55' C26 722.00' 78.76' 615'00" 39.42' 78.72' C27 722.00' 22.38' 1'46'33" 11.19' 22.38' C28 8.50' 13.35' 90'00'00" 8.50' 12.02' 6700' 08.7 232 . 5' ® C30 8.50' 13.35' 9000'00" 8.50' 12.02' ® C31 1746.00' 45.43' 1'29'27° 22.72' 45.43' ® C31 8.50' 13.35' 9000'00" 8.50' 12.02' 3 34.00' 95.65% 23 '2 01' C3 8.50 13.25' 89'17'02" 8.39' 11.95' C35 778.00' 28.12' 304'15" 14.06' 28.12' C36 778.00' 65.29' 4'4529" 32.66' 65.27' C37 778.00' 65.08' 4'47'33" 32.56' 65.06' C38 778.00' 65.08' 4'47'33' 32.56' 65.06' C39 778.00' 65.08' 4'47'33" 32.56' 65.06' C40 778.00' 40.00' 356'44" 20.00' 39.99' C41 122.00' 31.99' 15'01'25" 16.09' 31.90' C42 80.00' 43.62' 3914'25" 22.37' 43.08' C43 272.00' 89.83' 9055'20" 45.33' 89.42' C44 328.00' 39.56' 654'39" 19.81' 39.54' ...4.1.6„,.....440.......j3.4,38„146.2.2„...46,42' C4 153.00' 0.85' 75047" 95.57 162.1 ® C48 8.50' 13.35' 9000'00" 8.50' 12.02' ® C49 8.50' 13.35' 9000'00" 8.50' 12.02' LEG GENERALIZED LAND USES RESIDENTIAL USE OTHER COMMUNITY SPACE USE' UTILITY USE OPEN SPACE USE ENVIRONMENTAL FEATURES EXIST. SLOPES GREATER THAN 20% PROP. SLOPES GREATER THAN 20% GEOHAZARD BUFFER AREA SLOPE INSTABILITY AREA EXIST. CONSERVATION EASEMENT HERON PROTECTION AREA HERON ACTIVITY AREA 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS OTHER FEATURES OR PLAN INFORMATION EXIST. BUILDING PROP. LOT/TRACT LINE - - PROP. BLOCK BOUNDARY EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY 1 EXIST. COOT R -O -W MONUMENT • EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (LS. 20133) O EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (LS. 22680 U.N.O.) • EXIST. COUNTY SURVEYOR BRASS CAP ' FOR CONVENIENCE AND EASE OF PRESENTATION, RIGHT-OF-WAY IS SHADED AS OTHER COMMUNITY SPACE USE, BUT SHALL BE REGULATED AS RIGHT-OF-WAY. 2 ZONING OF EACH LOT AND TRACT IS IDENTIFIED IN TABLE 2A AND 28 ON PAGE 2 OF 8 OF THE RIVER EDGE PUD PLAN. 'ENVIRONMENTAL FEATURES REPRESENT KEY ENVIRONMENTAL CONSIDERATIONS THAT SHALL BE CONSIDERED AND ADDRESSED. AS PLAT NOTE RESTRICTIONS ON EACH FINAL PUT, , AS APPROPRIATE. SEE PUD NOTES ON PACE 2 OF 8 OF THE RIVER EDGE PUD PLAN FOR MORE INFORMATION. OWNER/DEVELOPER: r Edge J COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC C, PO Box 0426 Eagle, CO 81631-0426 9. Phone No: 866,934.8140 www.8140partners.com 1670 82566(9, 91R 3406 B6E4. 00,07180 8007 F6ee 303-764-1520 FAD 303-663-7639 SURVEYOR: 3//7716' S//RY6'Y/NC SBRP/CBS 717 B/oke Avenue Glenwood Springs, CO/010d0 81601 (970) 928-9708 (Fox 947-9007) j tee-ue.eem LANDSCAPE ARCHITECT: 4MD sOCIA,E1 EN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 4 9/30/14 PUD AMENDMENT SUBMITTAL 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN (3 OF 8) SHEET NUMBER: PUD03.01 10 V NT 0 a Q GD Z a M O a 0 a M (75 O N N E 4 0 § o z z N � 0 O 3 E i 4j w m j Q z w OO 'LH O O L_ as H G F 2 3 4 6 7 8 9 10 PROP •••` WATER QUALITY/2 POND EASEMENT 5.4P 011 8' TRAIL2;6 T6v ENT EXIST. WETLANDS e 120 12 52221 SF MATCHLINE T 1,189'2 5W :I L07 13 7640 SF --------- L0716 s` 6000 SF $ '15a' 1 \ \ EXIST. 20' OPEN SPACE CONSERVATION EASEMENT, BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 0"11-#1100, I� TRACT 01 PARR) 2,859 SF EXIST. RAILROAD CORRIDOR BETWEEN \ SANDERS RANCH NORTH PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK \ 1217 AT PAGE 596 \ \ TRACT BB (OPEN SPACE) 706225 SF 0T7 I6 SF 748 4 . PLANNED UNIT DEVELOPMENT (CONSERVATION) TRACT 80 (COMMON AREA) 76881 S.F PROP. 10' DRAINAGE & UTI7TY EASEMENT •`T F \" 5a A 6025 � ' ROW RESIDENTIAL SUBURBAN 1 (VACANT) EXIST. BIKE TRAIL TRACT BC (GARDEN HOMES) 137500 55 F (SEE SHEET P0004.01) (OEM RESTRICTED AFFORDABLE HOUSING) EXIST. 100 -YR / FLOODPLAIN TOP. WT 12075 SE LOT 7 11550 SE $. 11 I I I I\ I, I I I I I I� I 11 ✓/I IIT II E -PROP. �' 09278HGe'-55,11 & UTILITY EASEMENT i FILING 1 r TRACT A4 , (NEIGHBORHOOD cora) 123275 SF TRACT BF (COMMON AREA) 3575 OF. PROP. 25' PIPED GLENWOOD I` DITCH EASEMENT NOTE RFTA TRAIL ACCESS AREA (TO BE DEFINED AT TIME OF FINAL PLAT) ____-_--- _ 7- I COMMERCIAL (LIMITED) ,1 ILS EXIST. 7S' EASEMENT, 1.5' EASTERLY OF -V AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 1 EXIST PERMANENT EASEMENT I E -S -B AS SHOWN ON DEPT. OF HIGHWAYS RIGHT OF WAY MAPS / D PROP. EASEMENT (TO BE DEFINED AT TIME OF FINAL PLAT) LA -PROP. BUILDING ENVELOPE (2550165) (TO BE DEFINED AT TIME OF FINAL PLAT) COOT ROW I7 200 METERI HERON PROTECTION AREA \ 'REG. N0. 804200 f 303 }w_ NOTE 0rea SSG cR11� � /. • ,iIMERCIAL (LI2 JTE411 TOWNSHIP LINE 1 _ • EXIST LICENSE BOOK 1742 PAGE 993 T` _ AND AMENDMENT TO LICENSE BOOK • T , 1217 PAGE 596 FOR PEDESTRIAN AND __ - TRAIL TO BE CONNECTED AT 1 - 1 • UTILITY CROSSING ACROSS LOCATION ROW TIME OF FINAL DESIGNx9i�9o'Qo'W TO BE UTILIZED AT THIS LOCATION 9319 RSV cv rN% 5835253"W a510 TRACT 02 (0 MMON AREA 75%41 SF.= LO T8 ',Si/150 S.F00) 584'5)'45 8634 SF PROP, 57' 9 ACCESS, EVA, UTIUTY EASEMENT ROOKERY STREET B 1 NOTE 16" EX I • PEI GLENW00D DITCH (TO BE RELOCATED) TRACT AY 1 • COMMON ARP) • 10205 SF • EXIST 25' GLENWOOD DI .. EASEMENT GRAN REG. N0. 798016 ILOl 14=' 66o S[ 26604 SF EXIST. BUILDING TO BE REMOVED CROSSING RESERVATION CONSERVATION EASEMENT BOOK 1171 PAGE 929 (ADDI110NA6 EASEMENT TO BE RECORDED AT TIME OF FINAL PLAT) EXIST. TO BE REMOVED -TRACT9V (COMMON AREA) 20773 S.F. \ It kms\ '\ co COMMERCIAL 1 (LIMITED) ISI I 5 1 / :GEE. SPACE EASEMENT 8(}OK _® 174 } PAGE 1 AMENDED BY BOOK 1217 1 1 1 ^ PA Y y III I, II II II /4; 4 I 111 1 18209 I• II II B A TRACT AO (GARDEN9HOME5) 1(SEE SHEET P00040 6274 SF I FILING 3B '`PROP. ID. DTRACT Ac EgSERAINAGEMEM & UTILITY (COMMON AREA) PROP. RAW WATER IRRIGATION PRE-TREATMENT/- NT fi 100 0 SCALE IN FEET 100 200 MATCHLINE SEE SHEET PUD03.03 TRACT AG (IRRIGATION X MAINTENANCE) 58252 SF PROP. B EASEMENT /- s;awy�, CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CURVE N0. RADIUS LENGTH DELTA TANGENT CHORD CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CURVE Na RADIUS LENGTH DELTA TANGENT CHORD 0100 1028.00' 49.30' 2'44'51" 24.65' 49.29' C115 128.00' 75.47' 33'47'01" 38.87' 74.38' C130 197.00' 101.18' 29'25'38" 51.73' 10007' C145 8.50' 13.35 900000" 8.50' 12.02' C160 70.50' 55.26' 44'54'43" 29.14' 53.86' C175 208.00' 13.29' 039'36" 6.65' 13.28' 0101 1028.00' 65.04' 037'31" 32.53' 6503' C116 8.50' 12.50' 84'1557" 7.69' 11.41' C131 238.00' 1754' 4'13'17" 8.77' 17.53' C146 68.00' 37.37' 31'2907" 19.17' 36.90' C161 276.50' 170.07' 35'14/3" 87.82' 167.41' C176 8.50' 13.35' 90'00'00" 8.50' 12.02' C102 1028.00' 65.31' 3'38'23" 32.66' 65.29' C117 378.00' 4.62' 0'42'01" 2.31' 4.62' 0132 238.00' 84.39' 20'19'01" 42.64' 83.95' C147 68.00' 69.55' 58'35'58" 38.16' 6656' C162 276500' 315.47' 6'32'14" 157.91' 31530' 0177 8.50' 13.35' 90'00'00" 8.50' 12.02' 0103 1028.05 4001' 2'1548" 2001' 40.01' C118 212.00' 70.59' 19'04'43" 35.63' 7027' 0133 238.00' 21.15' 5'0532" 10.58' 21.15' 0148 92.00' 144.65' 90'0505" 92.14' 130.20' C163 2815.00' 306.02' 6'13'43" 153.16' 305.87' 0178 472.00' 13.01' 1'34'47" 6.51' 13.01' C104 1028.00 65.19' 3'3500" 32.60' 65.18' C119 212.00' 46.15' 12'28'19" 23.17' 4606' 0134 8.50' 13.35' 89'59'58" 8.50' 12.02' 0149 275.30' 25.61' 5'19'50" 12.82' 25.60' 0764 2915.00' 282.60' 03517" 141,41' 282.49' 0179 472.00' 113.58' 1047'15 57.07' 113.31' 0105 1028.05 61.42' 02524" 30.72' 61.41' C120 268.00' 21.34' 4'3546" 10.68' 21.34' C135 262.00' 43.53' 9'3107" 21.81' 43.48' C150 276.46' 87.25' 18'04'52" 43.99' 86.89' C165 2815.00' 117.67' 2'2542" 58.84' 117.66' C180 152.00' 51.85' 19'32'38" 26,18' 57,60' C106 128.00' 140.48' 6252'50" 78.26' 133.53' C121 268.00' 61.37' 13'07'16" 30.82' 61.24' 0136 262.00' 51.90' 11'20'56" 26.03' 51.81' C151 61.55' 50.50' 47'00'25' 26.77' 49.10' C166 208.00' 45.18' 172546" 22.68' 45.09' C181 152.00' 44.64' 16'49'35" 2248' 44.48' C107 92.00' 54.81' 34'0500" 28.24' 54.00' C122 268.00' 9.71' 204'31" 4.85' 9.71' 0137 262.00' 40.07' .24247" 2008' 4003' 15 63. . 45:•'1 •" •. • C167 208.00' 15.25' 4'1201" 763' 15.24' 0182 152.00' 89.45' 33'43'01" 46.06' 88,16' C108 972.00' 55.60' 01538" 27.81' 55.59' C123 253.00 153.54' 34'46'20" 79.22' 151.20' C138 7050' 58.02' 47'08'58" 30.76' 56.39' 6050153 2765.00' 170.09' 311'28" 85.07' 170.06' 137.1 0' C168 C169 208.00' 208.00' 61.11' 61.39' 16'50'00' 16'54'38" 30.78' 30.92' 6059' 61,17' 0163 C184 152.00 152.00' 100.61' 53.60' 3755'27' 20'12'11" 5223' 27.08' 98.78' 53.32' C109 972.00' 73.36' 4'19'28" 36.70' 73.35' 0124 322.00' 281.10' 50'0I'07" 150.21' 272.26' C139 70.46' 66.29' 53'54'18" 35.83' 63.87' 7154 - _ -- r • 0110. 972.00' 73.79' 4'20'58" 36.91' 73.77' C125 268.00' 5515 11'47'29" 27.67' 55.06' 0140 70.46' 0.61' 0'29'45" 030' 061' ••.5-- 73.50' 115.51' - --•••11s 9002'47" 73.56' 34.75 103.98' C170 0171 208.00' 208.00' 55.58' 63.49' 1518'34" 1029'25" 2756' 32.00' 55.41' 63.25' C185 0186 476.50' 52350' 65.57' 18.06' 7'5303" 1'58'35" 32.84' 903' 65.52' 18.06' 0111 972.00' 74.65' 4'24'02" 37.34' 74.63' C126 8.50' 12.55' 8704'52" 7.73' 11.44' C141 223.51' 52.99' 13'3505" 26.62' 52.87' OC156 C112 972.00' 50.00' 2'5551" 25.01' 50.00' 0127 376.00' 253.88' 38'2658" 731.94' 249.14' 0142 222.00' 20.64' 5'19'41• 10.33' 20.64'..,;_10..,„„,..65S0172 208.00' 3.26' 0153'50" 1.63' 3.26' C187 523.50' 64.27' 7'02'04" 32.18' 64.23' C113 72.00' 31.54' 250552" 16.03' 31.29' 0128 197.00' 141.18' 41'0036" 73.77' 135.17' C143 68.00' 4051' 34'08'00" 20.88' 39.91' C158 253.00' 142.08 32'10'34" 72.97' 140.22' C173 208.00' 52.65' 14'30'12" 26.40 52.51' 0114 72.00' 97.24' 77'2/49" 57.66' 90.02' 0129 72.00' 42.45' 304701" 21,86' 41,84' C144 128.00' 64.43' 28'50'20" 32.91' 63.75' C159 70.55 58.88' 47'4547" 31.28' 57.19' C174 208.00' 66.10' 1512'24" 33.33' 6582' OWNER/DEVELOPER: Piver1ttge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 1670 MOM. 96E 389 188W MONO 6208 Bow 303-761-1520 rut 303-80-71,9 SURVEYOR: T_ TVTTLB SI/RY71INC SER17CBS 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (95x 947-9007) 8et7908.4-vs. evrn LANDSCAPE ARCHITECT: Z E, HRL EN CI KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 4 4/13/15 PUD AMENDMENT SUBMITTAL 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: S. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN (4 OF 8) SHEET NUMBER: PUD03.02 2 4 5 6 7 8 9 10 H 2 3 4 7 9 10 PROP. 20' DRAINAGE & UTILITY EASEMENT 1) 1� TRACT AK (630391 $MES) (SEE SHEET P0004.02) DEED RESTRICTED AFFORDABLE HOUSING) FILI , G 4A MATCHLINE SEE SHEET PUD03.02 TRACT AO (CARDEA50800) 130999 (SEE SHEET P0004.02) ILING 3B 35 PROP. RAW WATER IRRIGATION PRE-TREATMENT/ DETENTION POND EASEMENT Ps Nes PROP. 8' TRAIL EASEMENT �` T11 1 1 1.1 A1 II 11 11 v r I✓' 1 "[ (TO BE DEFINED AT I I 1 TIME OF FINAL PLAT) 001 I '1 1ryB0154n 4 ) L- 1T 0252 N)9'W'OB 0T 10921 SF. 49'0 TRACT AI (CAR9EN8HOMES) ST (SEE SHEET P0004.02) OECD RESTRICTED AFFORDABLE HOLM LOT 1 9999 S F trs 2282E Vis'_ h$. 41m1°ir ?e G 'LOT 11 F E D C B (7.04 88 DEF900 PLANNED UNIT DEVELOPMENT (CONSERVATION) EXIST. WETLANDS TAP. //✓ 0 WN NSHIP UNE I\ CURVE TABLES \ m E. CURVE N0. RADIUS LENGTH DELTA TANGENT CHORD CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C200 21300' 49.84' 13'2527" 2504' 49.73' C257 528.00' 96.10' 10'2543" 48.18' 9597' C201 8.50 11.94' 803555" 7.20' 10.99' C258 8.50' 1277' 860556" 7.94' 11.60' 0202 152.00' 183.98' 652157" 105.16' 172.96' C259 247.00' 174.22' 402550" 9091' 170.63' C203 208.00' 28177' 773750" 167.29' 260.71' C260 102.00' 160.22' 950050" 102.00' 144.25' C204 850' 11.94' 80'3555" 7.20' 10.99' 0261 78.00' 116.78' 8546'40" 7246' 106.17' C205 21300' 315.14' 84'4619" 194.40 287.18' 0262 7800' 5.74' 4'13'12" 2.87' 5.74' C206 57200' 64.77' 62515 32.42' 6473' C263 888.00' 24.76 1'35'51" 12.38' 2476' 0207 57200' 72.13' 71359" 36.11' 72.08' C264 428.00' 18.61' 729'27" 9.31' 18.61' C208 57200' 12.10' 1'1542" 6.05' 1209' C265 088.00' 59.49' 3'5519" 29.76' 59.48' (209 26800' 19.29' 4'0726" 9.65' 1959' C266 428.00' 50.00' 6'4536" 25.03' 49.97' 0210 268.00' 20.13' 4'1509° 10.07 20.12' C267 888.00' 56.39' 35518" 28.20' 5638' C211 268.00' 90.69' 19'23'19" 4578' 90.26 C268 428.00' 5000' 541'36" 25.03' 49.97' 0212 6.50' 12.23' 8724'52" 7,44' 11.20' C269 888.00' 56.46' 35854" 28.24' 56.45' C213 268.00' 58.43' 152955 29.33' 58.32' C270 428.00' 50.00' 54156" 25.03' 49.97' C214 268.00' 80.53' I7'13'01' 4057' 80.23' 0271 88800' 18.19' 1'1525" 9.10' 18.19' C215 268.00' 62.02' 13'15'33° 31.15' 61.88' C272 428.00' 50.05 54136" 25.03' 4997' 0216 26800 352' 04506" 1.76' 352' C273 428.00' 50.00' 6'41'36" 25.03' 49 97 0217 77200' 107.66' 75526" 5392' 107.58' C774 42800' 50.00' 54136" 25.03' 49.97' 0218 150.01' 59.25 273752" 3002' 58.87' C275 16300' 3465' 171545" 17.39' 3458' C219 150.01' 61.64' 23'3541" 31.26' 61.21' 0276 163.00' 82.26' 285549" 42.02' 81.39' 0220 150.01' 58.22' 271508" 29.48' 57.85' 0277 428.00' 8.00' 154'18" 400' 800' 0221 150.01' 61.82' 235550" 31.36' 61.39' C278 163.00' 53.13' 104037" 26.80' 52.90' C222 150.01' 6153' 235011" 31.21' 61.10' C279 163.00' 73.08' 25'4017" 37.16' 72.47' 0223 150.01' 6546' 200008" 3326' 64.94' C280 8.50' 1335' 90'0500" 850' 12.02' C224 150.01' 64.32' 24'3500" 32.66' 63.83' 0281 912.00' 11.84' 04537" 5.92' 11.84' (225 150.01' 61.10 23'2016" 30.98' 60.68' C282 912.00' 50.00' 3'0528" 25.01' 49.99' 0226 208.00' 9459' 2003'22" 48.13' 93.78' C283 912.00' 50.00' 70528" 2501' 49.99' 0227 208.00' 72.74' 20'02'11" 36.74' 72.37' 0284 912.00 50.00' 30528" 2501' 49.99' C228 5700' 210.07' 211'0956" 204.44' 109.81' 0285 912.00 1.26' 004'44" 0.63' 1.26' 0229 126.01' 412.86' 1874355° 186673' 251.45' C286 18700 22.81' 55955 11.42' 22.80' 0230 77200' 43.32' 3'12'55" 21.67' 43.32' C287 18700 50.00' 1519'11" 2515' 49.85' C231 20800' 3688' 150953" 18.49' 36.83' C288 18700' 50.00' 151511" 2515' 49.85' C232 152.00' 34.18' 12'5508" 17.16' 34.11' C289 163.00' 6510' 275350" 32.99' 6467' C233 82800' 36.17' 73510" 18.09' 36.17' C290 18700 72.26' 22'08'28" 36.59' 71.81' C234 82800' 6548 45553" 32.76' 65.47' 0291 163.00' 57.27' 2507'47" 2893' 5697 0235 828.00' 65.97' 35523" 28.00' 5596' C292 528.00' 105.64' 11'2750' 53.00' 105.47' 0236 212.00' 1953' 5'0538" 9.52' 1903' 0293 303.00' 210.39' 354059" 109.63' 206.19' (237 212.00' 121.58' 32'51'32" 62.51' 119.92' C294 30300 23.49' 4'2658" 1175' 23.48' 0238 8.50 1223' 82'2552" 7.44' 1120' C295 15700 208.16 7557'52" 122.58' 193.24' 0239 268.00 11054' 235754" 5607' 109.75 C296 212.00' 93.25' 2512'10" 47.39' 9250' 0240 213.00' 113.93' 353551" 5836' 112.58' C297 157.00' 307.77' 11719'05" 234.16' 260.80' C241 850' 11.97' 80'4548" 7.22' 1100 C298 372.00 44.52' 551'25" 22.29' 4449' 0242 107.00' 164.38' 850159" 003.36' 148.68' C299 372.00 69.25' 10'3556" 34.72' 69.15' C243 57.00' 3100' 31'0956" 1589' 3062' C300 372.00 01.36' 1731'50' 4084' 81.19' C244 152.00' 131.54' 453507" 70.21' 127.48' C301 372.00 69.47' 154658" 34.84' 69.37' C245 828.00' 3006' 50548" 1503' 30.06' C302 37200 19.29' 2'5514" 9.65' 19.29' 0246 212.00' 20.07' 52529" 10.04' 2006 0303 21200' 101.11' 271958" 5154' 100.16' 0247 268.00' 6039' 125536" 30.32' 60.26' C304 212.00' 101.11' 271958" 5154' 100.16' C248 26800' 2193 4'4517" 10.97' 21.92' C305 212.004 16.13' 4'21'31" 8.07' 16.12' C249 21300' 10.88' 25552" 544' 1087' 0306 628.00' 55.34' 50257" 27.69' 5532' C250 21300' 60.82' 16'21'40" 30.62' 60.62' 0307 628.00' 6003' 5'28'36" 30.04' 60.01' C251 213.00' 62.12' 16'42'39" 3128' 61.90' 0308 628.00' 48.20' 523'52" 24.11' 48.19' C252 10700' 52.93' 28'20'26" 27.02' 5239' C309 157.00' 2079' 73509" 10.41' 20.77' C253 163.00' 51.65 150525" 26 .05' 51.44' C310 15750' 72.99' 26'3817" 37.17' 72.34' C254 163.00' 59.91' 21'0329" 3030' 59.57' C311 912.00' 58.02' 3'3541" 2902' 5801' C255 472.00' 157.17' 19'04'42" 79.32' 156.44' C312 52800' 43.78' 4'45'03" 2 595 43.77' C256 213.00' 109.27' 2523'35" 55.87 108.08 0313 8.50' 12.77' 86'0556" 794' 11.60 Loi 9 6800 S.F ag, ).�wr I9� 66005F x'24 -%!'LOT 20 ,�g �. �♦ 6600 7'10/21 ��. • LOT 22 / 6600 SF LOi2 5880 SF 1 %SWM a9b ii L2 I 16772 s.00440 - fi ssesl ass � e> -��ECTION LINE TRACT Al 1 (PARK) \ 243291 5937 S.F. LOT 5 15880 SF 952, 11 (f) 1 L�� I PROP. BUILDING ENVELOPE] (120'X50') /y f LOT9 5880 SE RF15 RC 03 GO 5500 SF 8. LOT 23 , 6600 S.F. 1007 07 24 :, q2. 6600 SF ,'LOT 25 s, 8%,' 6604 SF II I1 ROW 23, 1 I 23 I j// TRACT AX (PARK) 18003 SF 100 0 SCALE IN FEET PUBLIC LAND (RESOURCE/ RECREATIONAL) TRACT CE (OPEN SPACE) 632236 SF OT 4 AA, 5500 SE. HERON AGTIVIIY AREA -__B LOT 2 6000 5.0 cc EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC, NO. 798016 "'o 0382 \ PROP. UTILITY EASEME,87' (TO BE DEFINED ATEp' • • OF FINAL PLAT) CROSSING RESERVATION CONSERVATION EASEMENT BOOK 1171 PAGE 929 TRACT RE (ROW) 150927 SF 1r PROP. 25' GLENWOOD DIT, V(637,9(///1, EXIST. 50 OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 EXIST. RAILROAD CORRECT BETWEEN SANDERS RANCH NORTH 1 PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 - 625 \ PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) PROP. 8' TRAIL EASEMENT MATCHLINE SEE SHEET PUD03.04 PROP. 32'(54 ACCESS & UTILITY EASEMENT -inmelelmE.�- 200 OWNER/DEVELOPER. Ri7er1dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Y 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR' Mal TUTTLE SERVEIRVC SERVICES 727 Slake Avenue Glenwood Springs. Colorado 81601 (970) 928-9708 (Fox 947-9007) J'(J0449-"..ev424 LANDSCAPE ARCHITECT: KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYOER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN (5 OF 8) SHEET NUMBER: PUD03.03 2 3 4 5 6 8 10 01 a csi H G F E D C B A 2 4 5 6 7 8 9 10 PROP_ 8' TRAIL EASEMENT MATCHLINE SEE SHEET PUD03.03 \ PLANNED UNIT DEVELOPMENT (CONSERVATION) C�� emir I PROP. BUILDING ENVELOPE (70'440') (TO BE DEFINED AT TIME OF FINAL PLAT) EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT V PAGE 1 AMENDED BY BOOK 1217 PAGE 593 \ 11 EXIST. RAILROAD CORRIDOR BETWEEN SANDERS \ I I I RANCH NORTH PROPERTY LINE (MP 367.3) \ 1 I AND SANDERS RANCH SOUTH PROPERTY LINE \ I I I 1 BOOK MP 368.77) 8 42)IS AT PAGE)ECT 993TO AND LICENSE AMENDMENTT I \ \ \\ I II I THERETO BOOK 1217 AT PAGE 596 \ \ I I 1 v PROP. 25' GLENW00D DITCH EASEMENT \ - \ \\ 1 EAST. 25'GLE\ 1 \\ \ \ \\ 1 \ 1 REC. N 00 DITCH O. 798016 \\ \A �\ 4 TRACT AR (WATER & WASTEWATER DI' 50021 SE. EASEMENT GRANT \ CPV\ \ \ 1 \ \ -34‘ � EVAvACCESS TOS v v v i 11 PUBLIC LAND • • SH 82 • PROP. EVA \ \ \ i I (RESOURCE/ • CROSSING RFIA (CONSTRUCTED TO FTA STANDARDS) \ �I \ \ \, \\\. \\ \\\ \\\\ \7 %\ \\\ \\ \\\ \, \\ `\ PROP. 20'EVA CROSSING EASEMENT EXIST. W� 49sv7df�� PLANNED UNIT DEVELOPMENT (OPEN SPACE) 54,20'05 E 21 45 \ L, 4, \. 'vi/ \' \ �A AV \ VA \\ \\ \ . 3. 529,1 E as scan l9�;.a �\ 4.45 deTs„.1 A '\ 2,807 RURAL (AGRICULTURAL) 100 0 100 200 SCALE IN FEET CURVE TABLES CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C400 234.00' 104.20' 25'30'52” 52.98' 103.34' C401 266.00' 106.67' 22'58'32" 54.06' 105.95' C402 1482.50' 626.05' 2411'45" 317.76' 621.41' C403 2815.00' 294.32' 5'59'26" 147.30' 294.19' C404 2765.00' 65.29' 1'21'10" 32.65' 65.29' OWNER/DEVELOPER: Ri7er Edge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com UN. Ftnnigl.7 SURVEYOR: i s� F117714' S//R1277/VC SfRJ'/CBS 717 B/oke Avenue Glenwood Springs, Co/010d0 81601 (970) 928-9708 (Fox 947-9007) jtss-us.eom LANDSCAPE ARCHITECT: .xo ssacRE.EN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN (6 OF 8) SHEET NUMBER: PUD03.04 2 3 4 5 6 7 8 C7 3 0 C CL 0 03 m N ¢ CO 22003 o < w A ZOO N I U p E� o� a w a A w w m 0- o o z-� 29 0 0 0 L_ d d d F E C B 4 5 7 10 PROP. 15''7. DRAINAGE & UTILITY / EASEMENT ' OT 7B LOT/7 61L17 SF 10401' 5.E 399T N 8▪ 1 y� ,>6'anns % - n n PROP. DRAINA UTILITY EASEMENT TRACT BM PLAN fi 50 0 50 100 SCALE IN FEET LEGEND • 4666 SF LOT 70 T3 , LOT 11 4009 SF. 8, LST 0B 2750 515 LOT 8 .548000 „Al LO1 2804 SF e?1f LOT EB 5;58 50 LOT 15- 5054 St EXIST. CONSERVATION EASEMENT 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING - - - - - EXIST. WETLANDS - - - - EXIST. FL00DPWN LIMITS PROP, LOT/TRACT LINE PROP. BLOCK BOUNDARY PROP, FUND BOUNDARY EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY UNE EXIST, TOWNSHIP ONE EXIST. SECTION UNE EXIST. ZONING BOUNDARY ▪ EXIST. CDOT R -O -W MONUMENT • EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (LS. 20133) O EXIST. PROPERTY PIN, Na 5 REBAR & CAP (LS. 22680 U.N.O.) • EXIST. COUNTY SURVEYOR BRASS CAP NOTES: I.-'F.GP. GRADING REPRESENTS MASS OVERLOT URBANE. TRACT BC PLAN ALL TRACT BC LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. CURVE TABLE CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C2 66.22' 6.77' 551'40" 3.39' 6.77' C3 68.22' 33.92' 29'20'38" 17,34' 33.55' C4 66.22' 33,80' 29'14'38" 17.28' 33.44' CS 80.00' 43:62' 31'1425" 22.37' 43.08' C6 97.00' 88.78' 52'26'14" 47.77' 85,71' C7 66.22' 14.94' 12'5545" 7.50' 14.91' C8 00.00' 52.04' 37'16'12" 26.98' 51,13' C9 97.00' 80.43' 47'30'28" 42.69' 78.15' C10 97.00' 132.91' 78'30'21" 79.20 122.76' 011 66.22' 43.42' 3754'04" 22.52' 42.65' C12 66.22' 33.25' 2546'03" 16.98' 32.90' C13 66.22' 12.92' 11'10'49" 6.48' 1290' C14 272.00' 74.51' 15'41'4C 37.49' 74,28' C15 121.00' 26.79' 12'41'13" 13.45' 26.74' C17 42.22' 54.33' 73'43'01" 31.66' 50.66' C18 121.00' 54.22' 25'40'23" 27.57' 53.77' C19 272.00' 15.31' 3'13'34" 7.66' 15.31' C20 121.00' 35.74' 155519" 18.00' 35,61' C21 328.00' 39.56' 55439" 19.81' 39.54' C22 8.50' 12.43' 83'46'22" 7,62' 11.35' C23 153.00' 36.85' 1301503" 18.52' 36.76 C24 121,00' 55.76' 26'24'04" 28.38' 55.26' C25 153,00' 104.24' 39'02'10" 54.23' 102.24' C26 60.00' 445' 41500" 223' 445' C27 60.00' 11.79' 11'15'32" 5.91' 11.77' C28 49.50' 27.47' 31'47'30" 14.10' 27.12' C29 60.00' 105.24' 1050958" 72.14' 92.26' C30 153.00' 29.76' 11'08'34" 14,92' 29,71' C31 60.00' 31.88' 30'26'43" 16.33' 31.51' 032 60.00' 33.00' 31'30'31" 16.93' 32.58' C33 12200' 31.99' 150155" 16.09' 31.90' C36 60.00' 44.35' 42'21'16" 23.25' 43.35' C37 60.00' 16.88' 16'06158" 8,49' 16.82' C38 121.00' 49:99' 23'4503" 25.36' 49.63' C39 40.20' 19.58' 2753'48" 9.99' 19.38' C40 4222' 11,61' 1545'17" 5.84' 11.57' C41 121,00' 56.33' 2540'17" 28.68' 55.82' C42 42.22' 42.64' 57'51'44" 23.34' 40,85' C70 105.07' 32.96' 17'5523" 16.62' 3282' C71 268.00' 55.15 11'47'29" 27.67' 55212 C72 105.07' 29.98' 1520'58" 15.09' 29.'85 C73 105.07' 27.02' 144412" 13.59' 26.'.1' C74 105.07' 28.88' 154447" 14,53' 28.%y' C75 10507' 35.70' 1957'59" 18.02' 35.53' C76 105.07' 4.19' 2'1402" 2.09' 4.19' C77 102.55' 14.44' 80403" 723' 1443' C78 102.55' 41.91' 23'2455" 21.25' 41.62' C79 102.55' 37.35' 2552'09" 18.09' 37.15 C80 102.55 3875' 21'38'57" 19.61' 36.5^ C81 187.83' 5.01' 1'31'47" 2.51' 5.01' C82 102.55' 29.91' 16'42'35" 15.06' 29.80' C83 187.83' 39.24' 11'58'07" 19.69' 39,16' C84 187.85 4338' 13'13'56" 21.79' 43.28' C85 57.05' 15.79' 1551'40" 7.95' 15.74' C86 103.53' 20.34' 11'1527" 10.20' 00.31' C87 187.83' 14.45' 4'24'27" 723' 1444' C88 57.05' 42.21' 42'23'11" 22.12' 41,25` C89 57.05' 29.33' 29'27'08" 1500' 29,01' C90 57.05 28.97' 29'05'36" 14.80' 28.66' 091 5705' 38.91' 395446" 20.25' 38.16' C92 253.00' 80.39' 1512'23" 40.54' 80.05 C93 103,53' 12.06' 54529" 6.04' 12.05' C94 57.05' 49.82' 5501'47" 26.62' 48.25' C95 25300' 50.69' 1158'48" 25.43' 50.61' C96 253.00' 22.46' 50509" 11.24' 22.45' C97 163.83' 12.22' 41657" 6.11' 12.22' C98 79.53' 47.85' 342520" 24:67' 47,13 C99 163.83' 44.19' 15'27'20" 22.23' 44.06' 0100 163 83' 32.53' 11'22'32" 16.32' 32.47' C101 00.84' 2.03' 1'26'32" 1.02' 2.03' 0102 322.00' 48.03' 532'44" 24.06' 47.98' C103 00,84' 45,47' 32'13'33" 23,35' 44,87` C104 32200' 53.42' 9'30'22" 2677' 53.36' C105 8084' 2414' 17'06'37" 12.16' 24.05'' C106 32200' 60.19' 10'42'35" 30.18' 60.10' 0107 322.00' 50.40' 55503" 25.25' 50.35' C108 32200' 51.70' 511'59" 25.91' 51.65' C109 81.07' 3.74' 2'38'45" 1.07' 3.74' C110 01.07' 54.68' 385547" 28.43' 53.65'' C111 322.00' 16.78' 259'08" 8.39' 1678' OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970,456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR' TITTLE SIRVBP/7YC SERV/CES 727 Blake Avenue Glenwood Springs, Colorado 81607 (970) 928-9708 (Fox 947-9007) je EIss-vs. evr2 LANDSCAPE ARCHITECT: ZEHREN KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN TRACTS AD, AJ, AK, BC, BM (7 OF 8) SHEET NUMBER: PUD04.01 2 3 4 5 7 8 9 10 H F E D C B 2 4 5 7 8 9 10 �):S .CREEK-_: 7838 OF 2e727001 - 2arzz'00' 1246' o' N8721.00'61Ner286,y zasN' r, LOT IA 4960 57 LOT 9523 SF LUT IUN LOT 10 8650 SF F_ ILJNG 3B TRACTA+---- LOP I 93'SF. 3805 SF ISHIP LINE I be lk • 589,8'14'E 3- 12 SECTION LINE TRACT AD. AJ & AK PLAN ALL TRACT AJ & AK LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. 1 50 0 50 100 SCALE IN FEET CURVE TABLE CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C140 247.00' 50.75' 11'46'21" 25.46' 50.66' C141 8.50' 12.77' 86'05'56" 7.94' 11.60' C142 528.00' 35.70' 3'52'26" 17.86' 35.69' C143 52800' 60.41' 6'33'17" 30.24' 60.37' C144 10.00' 15.71' 90.0000" 10.00' 14.14' C145 247.00' 24.03' 5'34'28" 1203' 24.02' C146 10.00' 15.71' 90'0219" 1001' 14.15' C147 67.10' 43.05' 36'45'19" 22.29' 42.31' C148 67.10' 32.81' 28'01'00" 16.74' 3249' C149 52150' 18.05' 1'58'32" 9.03' 18.05' 0150 67.10' 30,48' 26'0148" 15.51' 3022' C151 67.10' 22.10' 18'5225" 11.15' 22.00' 0152 67.10' 20.84' 17'4246" 1051' 20.76' C 15 67.10' 30.18' 25'46'12" 15.35' 29.93' 0154 67.10' 5.49' 4'41'23" 2.75' 5.49' 0155 912.00' 58.02' 738'41" 29.02' 58.01' CI56 108.66' 5.48' 05128" 2.74' 5.48' C157 7475' 62.08' 4735'21" 32.96' 60.31' C159 10.00' 9.85' 56'27'48" 5.37' 9.46' 0160 10.00' 14.44' 824249" 8.80' 13.21' C162 108.66' 55.63' 292002" 2844' 55.02' C163 108.66' 18.62' 9'49'12" 9.33' 18.60' C164 102.00' 37.09' 20'50'03" 18.75' 36.89' CI65 102.00 44.51' 25'0116" 22.62' 44.16' C166 102.00' 47.32' 26'34'56" 24.10' 46.90' C167 10200' 31.29' 17'3444" 1577' 31.17' CI68 247.00' 9944' 23'04'01" 50.40' 98.77' C190 528.00' 24.02' 2'36'25" 12.01' 2402' C191 528.00' 35.46' 3'50'54" 17.74' 35.46' C192 78.00' 76.16' 55'56'34" 41.42' 73,17' C195 30300' 68.29' 12'5449" 34.29' 68.15' 0196 78.00' 93.82' 68'54'49" 53.52' 88.26' C197 30100' 24.02' 4'32'34" 12.02' 2402' C198 65.08 28.87' 25'26'27" 1488' 28.63' C199 102.00' 37.51' 21'04'20" 18.97' 37.30' C200 303.00' 118.07' 22'19'36" 59.79' 117.33' C201 65.01' 27.28' 24'0237" 13.84' 27.08' C202 65.01' 25.82' 2245'05" 1308' 25.65' C203 65.01' 23.32' 20'3114" 11.79' 23.20' 8204 65.01' 20.41' 17'59'14" 1039' 20.33' C205 170.00' 7.25' 226'35" 3.62 7.25' 0206 170.00' 33.14' 11'10'06" 16.62' 33.08' C207 65.00' 10.40' 9'10'15" 521' 10.39' C208 170.02 21.34' 7'11'38" 10.69' 21.33' C209 65.00' 24.10' 21'14'26" 12.19' 23.96' 0210 65.00' 2743' 244130" 13.92' 2722' C211 65.00' 26.25 23'08'17" 13.31' 26.07' C212 528.00' 46.15' 5'00'30" 23.09' 46.14' C213 10200' 17.51' 9'50'13" 8.78' 17.49' C214 65.00' 37.52' 33'04'13" 19.30' 37.00' C230 65.00' 49,08' 43'15'57" 25.78' 47.93' C231 213.00' 95.27' 2537'37" 48.45' 94.48' C232 65.00' 3538' 31'11'03" 1814' 34.94' C233 65.00' 35.38' 31'11'03" 18.14' 3494' 0234 65.00' 3222' 28'24'03" 16.45' 31.89' C235 65.00' 19.41' 17'06'20" 9.78' 19.33' 0236 65.00' 27.47' 24'12'38" 13.94' 27.26' C237 65.00' 28.78' 25'21'57" 1463' 2854' C238 65.00' 30.54' 26'55'28" 15.56' 30.26' C239 6500' 22.34' 19'4120" 11.28' 2223' 0240 67.00' 10.44' 8'55'45" 5.23' 10.43' C241 67.00' 26.28' 22'28'39" 13.31' 26.12' C242 67.00' 30.89' 26'25'10" 1573' 30.62' C243 67.00' 23.97' 20'3106" 1212' 23.85' C244 472.00' 90.72' 11'00'43" 4550' 90.58' C245 472.00' 24.03' 2'55'02" 1202 24.03' C246 43.00' 52.08' 692155" 29.77' 48.96' C247 47200' 42.42' 5'08'58" 21.22' 4241' C248 43.00' 79.47' 105'5102" 56.94' 68.63' C249 213.00' 14.00' 3'45'57" 7.00' 1400' OWNER/DEVELOPER: r� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com vonnvolonn SURVEYOR' TITTLE SCRVBP/NC SERV/CES 727 Blake Avenue Glenwood Springs, Colorado 81607 (970) 928-9708 (Fox 947-90074 je EIss-vs. evr2 LANDSCAPE ARCHITECT: ZEHREN KEY MAP: SH82 PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PUD AMENDMENT SUBMITTAL 2 12/5/11 PUD PLAN -DECEMBER 5, 2011 REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: RIVER EDGE COLORADO AMENDED PUD PLAN TRACTS AD, AJ, AK, BC, BM (8 OF 8) SHEET NUMBER: PUD04.02 2 3 4 5 9 10 H G F E D C B 2 3 4 6 7 8 9 10 LEGAL DESCRIPTIONS: PARCEL A LEGAL DESCRIPTION - PARCEL A (SOUTH PARCEL) - RIVERS EDGE PUD A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN THE NEST HALF OF SECTION 7 AND IN THE NORTH HALF OF SECTION 18, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY RIGHT OF WAY UNE OF COLORADO STATE HIGHWAY 82, WHENCE A 2 1/2" BRASS CAP, FOUND IN PLACE AND CORRECTLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, BEARS S 78'4920" E A DISTANCE OF 2150.14 FEET; THENCE, ALONG SAID RIGHT OF WAY LINE S 091509" E A DISTANCE OF 401.79 FEET; THENCE, S 09'35'09" E A DISTANCE OF 1545.87 FEET; THENCE, 62605 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1482.50 FEET, A CENTRAL ANGLE OF 2411'44" AND SUBTENDING A CHORD BEARING OF S 2141'02" E A DISTANCE OF 621.41 FEET; THENCE,5 33'4654° E A DISTANCE OF 387.28 FEET; THENCE, 294.32 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2815.00 FEET, A CENTRAL ANGLE OF 55926" AND SUBTENDING A CHORD BEARING OF S 30'47'11" E A DISTANCE OF 294.19 FEET; THENCE, DEPARONG SAID RIGHT OF WAY LINE N 8953'16° W A DISTANCE OF 218.07 FEET; THENCE, N 4023'30" W A DISTANCE OF 69.38 FEET; THENCE, S 87128'29" W A DISTANCE OF 36.35 FEET; THENCE, S 83'52'12" W A DISTANCE OF 10.80 FEET; THENCE, N 582719" W A DISTANCE OF 41.45 FEET; THENCE, N 295101° W A DISTANCE OF 8.28 FEET; THENCE, N 241624" W A DISTANCE OF 25.22 FEET; THENCE, N 69'00'53" W A DISTANCE OF 9.87 FEET; THENCE, 5 87'31'44" W A DISTANCE OF 22.60 FEET; THENCE, N 5705'01" W A DISTANCE OF 17.28 FEET; THENCE, N 500949" W A DISTANCE OF 26.07 FEET; THENCE, N 4621'12" W A DISTANCE OF 9.99 FEET; THENCE, N 4408'05" W A DISTANCE OF 21.45 FEET; THENCE, N 5550'08" W A DISTANCE OF 49.05 FEET; THENCE, N 562540" W A DISTANCE OF 49.94 FEET; THENCE, N 6812'23" W A DISTANCE OF 36.45 FEET; THENCE, N 4654104" W A DISTANCE OF 55.18 FEET; THENCE, N 68'4921" W A DISTANCE OF 25.14 FEET; THENCE, N 47'4150" W A DISTANCE OF 78.78 FEET; THENCE, N 3026'40" W A DISTANCE OF 2458 FEET; THENCE, N 25'47'01" W A DISTANCE OF 30.08 FEET; THENCE, N 1811'39" W A DISTANCE OF 34.61 FEET; THENCE, N 30'58'21" W A DISTANCE OF 29.32 FEET; THENCE, N 2159'14" W A DISTANCE OF 27.50 FEET; THENCE, N 3016'07" W A DISTANCE OF 22.97 FEET; THENCE, N 25'4108" W A DISTANCE OF 169.44 FEET; THENCE, N 411739" E A DISTANCE OF 82.61 FEET; THENCE, N 3814'52" E A DISTANCE OF 15.89 FEET; THENCE, N 3426'44" W A DISTANCE OF 262.40 FEET; THENCE, N 5758109" W A DISTANCE OF 102.47 FEET; THENCE, N 53'4301" W A DISTANCE OF 105.38 FEET; THENCE, N 55'58'11" W A DISTANCE OF 126.13 FEET; THENCE, N 561457" W A DISTANCE OF 118.42 FEET; THENCE, N 4916104" W A DISTANCE OF 136.33 FEET; THENCE, N 440051" W A DISTANCE OF 150.05 FEET; THENCE, N 32'4955" W A DISTANCE OF 102,14 FEET; THENCE, N 37'4419" W A DISTANCE OF 552.12 FEET; THENCE, N 1810'02" W A DISTANCE OF 47.26 FEET; THENCE, N 27'58'19" W A DISTANCE OF 109.20 FEET; THENCE, N 35'01136" W A DISTANCE OF 71.09 FEET; THENCE, N 411247" W A DISTANCE OF 152.23 FEET; THENCE, N 4022'24" W A DISTANCE OF 339.82 FEET; THENCE, N 6420'53" W A DISTANCE OF 34.06 FEET; THENCE, N 450006" W A DISTANCE OF 52.42 FEET; THENCE, N 4453'41" W A DISTANCE OF 154.66 FEET; THENCE, N 320548" W A DISTANCE OF 86.59 FEET; THENCE, N 570102" W A DISTANCE OF 44.89 FEET; THENCE, N 300112" W A DISTANCE OF 85.72 FEET; THENCE, N 3719'02" W A DISTANCE OF 79.09 FEET; THENCE, N 371230" W A DISTANCE OF 63.32 FEET; THENCE, N 200215" W A DISTANCE OF 33.98 FEET; THENCE, N 3952'25" W A DISTANCE OF 42.02 FEET; THENCE, N 25136'04" W A DISTANCE OF 107.17 FEET; THENCE, N 30'34'08" W A DISTANCE OF 164.72 FEET; THENCE, N 1119'01" W A DISTANCE OF 107.90 FEET; THENCE, N 2456'06" E A DISTANCE OF 163.60 FEET; THENCE, N 6319'33° E A DISTANCE OF 177.81 FEET; THENCE, N 831443" E A DISTANCE OF 393.54 FEET; THENCE, N 071526" W A DISTANCE OF 21.79 FEET; THENCE, N 805111" E A DISTANCE OF 50.00 FEET; THENCE, N 8915106" E A DISTANCE CF 65.56 FEET; THENCE, N 5750'04" E A DISTANCE OF 50.12 FEET; THENCE, S 845115" E A DISTANCE OF 33.08 FEET; THENCE, 5 81139'50" E A DISTANCE OF 89.61 FEET; THENCE, N 5607'00" E A DISTANCE OF 26.86 FEET; THENCE, N 070801" E A DISTANCE OF 27.93 FEET; THENCE, N 37'4157" W A DISTANCE OF 28.06 FEET; THENCE, N 500015" E A DISTANCE OF 22.23 FEET; THENCE, N 820230" E A DISTANCE OF 36.49 FEET; THENCE, S 6314'38" E A DISTANCE OF 54.05 FEET; THENCE, 5 45'5958" E A DISTANCE OF 20.95 FEET; THENCE, 5 14'44'20° E A DISTANCE OF 29.18 FEET; THENCE, S 11'1117" W A DISTANCE OF 26.42 FEET; THENCE, S 1458'41" E A DISTANCE OF 3014 FEET; THENCE, S 43'4210° E A DISTANCE OF 69.77 FEET; THENCE, S 3116159" E A DISTANCE OF 56.76 FEET; THENCE, 5 4918'46" E A DISTANCE OF 40.12 FEET; THENCE, S 45'3055 E A DISTANCE OF 40.88 FEET; THENCE, 5 6016138" E A DISTANCE OF 43.39 FEET; THENCE, 5 731624" E A DISTANCE OF 67.60 FEET; THENCE, 5 530515" E A DISTANCE OF 15.86 FEET; THENCE, 5 63'37'30" E A DISTANCE CF 52.31 FEET; THENCE, 5 8328'21° E A DISTANCE OF 46.95 FEET; THENCE, N 862027" E A DISTANCE OF 61.04 FEET; THENCE. N 3159109" E A DISTANCE OF 47.07 FEET; THENCE, N 065838° E A DISTANCE OF 32,16 FEET; THENCE, N 72'08107" E A DISTANCE OF 7.98 FEET; THENCE, 5 2451'03" E A DISTANCE OF 72.35 FEET; THENCE, S 4152'47" E A DISTANCE OF 50.71 FEET; THENCE, S 54'4421" E A DISTANCE OF 38.31 FEET; THENCE, 5 8139'39" E A DISTANCE OF 87.15 FEET; THENCE, S 571112" E A DISTANCE OF 77.06 FEET; THENCE, 5 415116" E A DISTANCE OF 88.65 FEET; THENCE, 5 5719'13" E A DISTANCE OF 65.60 FEET; THENCE, S 495538" E A DISTANCE OF 74.96 FEET; THENCE, 5 610452" E A DISTANCE OF 43.44 FEET; THENCE, 5 71'46103" E A DISTANCE OF 55.45 FEET TO THE PONT OF BEGINNING, CONTAINING AN AREA OF 85.924 ACRES, MORE OR LESS. PARCEL B TOGETHER WITH, PARCEL B (NORTH PARCEL) RIVER EDGE COLORADO AMENDED PRELIMINARY PLAN A TRACT OF LAND SITUATED IN THE EAST HALF OF SECTION 12, TOWNSHIP 7 SOUTH, RANGE 89 WEST, AND IN THE WEST HALF OF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEONNING GARFIELD COUNTY SURVEYOR'S 2 1/2" BRASS, FOUND IN PLACE, AND CORRECTLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, THENCE S 492215" E A DISTANCE OF 5479.54 FEET TO THE TRUE POINT OF BEGINNING; THENCE. 5 89'4300" E A DISTANCE OF 100544 FEET TO A POINT ON THE WESTERLY LINE OF THE ROARING FORK TRANSIT AUTHORITY TRANSPORTATION CORRIDOR EASEMENT; THENCE, ALONG THE WESTERLY LINE aF SAID EASEMENT 5 1908'52" E A DISTANCE OF 2644.53 FEET; THENCE, 494.34 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2815.00 FEET, A CENTRAL ANGLE OF 10103'42" AND SUBTENDING A CHORD BEARING OF S 1417'01° E A DISTANCE OF 493.70 FEET; THENCE, 5 0915'09° E A DISTANCE OF 120.78 FEET; THENCE, DEPARTING THE WESTERLY LINE OF SAID EASEMENT N 650614" W A DISTANCE OF 60.45 FEET; THENCE. N 495410" W A DISTANCE OF 64.72 FEET; THENCE, N 4954'10° W A DISTANCE OF 86.97 FEET; THENCE, N 4811'10" W A DISTANCE OF 54.30 FEET; THENCE, N 56'4727" W A DISTANCE OF 123.97 FEET; THENCE. N 83'4724" W A DISTANCE OF 93.00 FEET; THENCE. N 290531° W A DISTANCE OF 119,58 FEET; THENCE, N 780043" W A DISTANCE OF 33.84 FEET; THENCE, S 79'41'48" W A DISTANCE OF 37.80 FEET; THENCE. 5 2257'52" W A DISTANCE OF 56.05 FEET; THENCE, 5 590657" W A DISTANCE OF 45.48 FEET; THENCE, N 8232135" W A DISTANCE OF 28.23 FEET; THENCE, N 5907'03" W A DISTANCE OF 95.71 FEET; THENCE, N 7120'44" WA DISTANCE OF 85.73 FEET; THENCE, N 3614310" W A DISTANCE OF 93.22 FEET; THENCE, N 251922° W A DISTANCE OF 181.92 FEET; THENCE, N 6510'24° W A DISTANCE OF 98.43 FEET; THENCE, 5 650733" W A DISTANCE OF 52.20 FEET; THENCE, 5 5613152" W A DISTANCE OF 39.34 FEET; THENCE, S 20'4903" W A DISTANCE OF 42.96 FEET; THENCE, 5 372743" E A DISTANCE OF 21.60 FEET; THENCE, N 770757" W A DISTANCE OF 89.66 FEET; THENCE, S 7024'18" W A DISTANCE OF 70.95 FEET; THENCE. N 8859'39° W A DISTANCE OF 55.55 FEET; THENCE, 5 842858° W A DISTANCE OF 49.93 FEET; THENCE, N 142248* E A DISTANCE OF 68.20 FEET; THENCE, N 0511'46" W A DISTANCE OF 77.59 FEET; THENCE, N 182005" E A DISTANCE OF 10.82 FEET; THENCE, N 2253'40" E A DISTANCE OF 44.14 FEET; THENCE, N 1004'58" E A DISTANCE OF 35.11 FEET; THENCE, N 085951° E A DISTANCE OF 47.16 FEET; THENCE, N 03'48'08" E A DISTANCE OF 36.48 FEET; THENCE, N 0431.0'52° E A DISTANCE OF 71.03 FEET; THENCE, N 071751" E A DISTANCE OF 54.66 FEET. THENCE, N 292814° W A DISTANCE OF 63.68 FEET; THENCE, N 3200'44" W A DISTANCE OF 61.05 FEET; THENCE, N 2617'29" W A DISTANCE OF 55.52 FEET; THENCE. N 3814'36° W A DISTANCE OF 44.36 FEET; THENCE, N 5311'32" W A DISTANCE OF 37.73 FEET; THENCE, N 5954'48" W A DISTANCE OF 54.16 FEET; THENCE, N 8751'35" W A DISTANCE OF 36.97 FEET; THENCE, N 5713'47° W A DISTANCE OF 65.70 FEET; THENCE, N 8156'22" W A DISTANCE OF 85.02 FEET; THENCE, N 0411'29" W A DISTANCE OF 158.65 FEET; THENCE, N 355041° W A DISTANCE OF 41.30 FEET; THENCE, N 54'46'03" W A DISTANCE OF 24.70 FEET; THENCE, N 285145" W A DISTANCE OF 209.99 FEET; THENCE, N 115857" W A DISTANCE OF 33.82 FEET; THENCE, N 410346° E A DISTANCE OF 78.19 FEET; THENCE, N 0629101" W A DISTANCE OF 117.20 FEET; THENCE, N 200527" W A DISTANCE OF 94.24 FEET; THENCE. N 11'3703" W A DISTANCE OF 63.83 FEET; THENCE, N 0757'46" W A DISTANCE OF 141.45 FEET; THENCE, N 0956114" E A DISTANCE OF 5076 FEET; THENCE, N 1917144" W A DISTANCE OF 91.04 FEET; THENCE, N 44'4159" W A DISTANCE OF 134,55 FEET; THENCE, N 1923'49" W A DISTANCE OF 74.18 FEET; THENCE. N 19'33'06" W A DISTANCE OF 43.27 FEET; THENCE, N 2110'01" W A DISTANCE OF 72.23 FEET; THENCE, N 0016'30" E A DISTANCE OF 217.77 FEET; THENCE, N 0016'30° E A DISTANCE OF 312.94 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF 73.003 ACRES, MORE OR LESS. PARCEL C TOGETHER WITH, PARCEL C: A TRACT OF LAND SITUATED IN THE SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEONNING AT A PONT ON THE WESTERLY RIGHT OF WAY LINE OF COLORADO STATE HIGHWAY 82, WHENCE A 2 1/2" BRASS CAP, FOUND IN PLACE AND PROPERLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, BEARS 5 7801'43" E A DISTANCE OF 2054.18 FEET; THENCE, ALONG SAID WESTERLY RIGHT OF WAY UNE N 090510" W A DISTANCE OF 18814 THENCE, 282.60 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2915.00 FEET, A CENTRAL ANGLE OF 50317" AND SUBTENDING A CHORD BEARING OF N 1221'49" W A DISTANCE OF 282.49 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE 5 90100'00" E A DISTANCE OF 49.74 FEET; THENCE, S 0601'00" E A DISTANCE OF 202.70 FEET; THENCE. 5 0414'58" E A DISTANCE OF 260.70 FEET TO THE PONT OF BEGINNING, CONTAINING AN AREA OF 0234 ACRES, MORE OR LESS. N r PARCEL B )'----- PARCEL C PARCEL A LEGAL DESCRIPTIONS PARCEL MAP SCALE: N.T.S. G LE FAVY000 $FIR NGS 1E9 L1 tt �T CARRRIONCALE VICINITY MAP TABLE 1 - LAND USE SUMMARY TABLE LAND AREAS TOTAL AREA OF PUD/SUBDIVISION 159.16 AC. TOTAL AREA OF OPEN SPACE AND OTHER COMMUNITY SPACES 7765 AC. OPEN SPACE (PASSIVE) 40E0 AC, TOTAL AREA OF USEABLE OPEN SPACE (<26% SLOPE) 34.53 AC. LIMITED USE OPEN SPACE (>25% SLOPE) 6.07 AC. DETENTION AREAS (LIMITED USE)' 2.00 AC. PERCENT OPEN SPACE 25.51% OTHER OPEN AND COMMUNITY SPACE 37.05 AC. RECREATIONAL OPEN SPACE (PARKS)' 17.34 AC. COMMON AREAS (GENERAL)' 11.83 AC. COMMON AREAS (ORCHARD/GARDEN) 5.06 AC. NEIGHBORHOOD CENTER 2.83 AC. USEABLE COMMUNITY SPACE (<25% SLOPE) 34.72 AC. PERCENT OTHER COMMUNITY SPACE 23.28% TOTAL AREA OF RIGHT-OF-WAY 2517 AC. NEIGHBORHOOD CENTER BUILDING AND PARKING SUMMARY TOTAL DEVELOPED BUILDING AREA (MAXIMUM) 10,000 S.F. TOTAL DRIVEWAYS AND PARKING AREAS (MAXIMUM) 28,000 S.F. TOTAL NON-RESIDENTIAL FLOOR SPACE (MAXIMUM) 10,000 S.F. UTILITY TRACT BUILDING AND PARKING SUMMARY' TOTAL AREA OF UTILITY TRACTS 3.57 AC, BUILDING AREA (MAXIMUM) 20,000 S.F. DRIVEWAYS AND PARKING AREAS (MAXIMUM) 20,000 S.F. NON-RESIDENTIAL FLOOR SPACE (MAXIMUM) 20,000 S.F. LOT AND TRACT COUNTS. RESIDENTIAL USE< 362 NEIGHBORHOOD CENTER USE UTILITY USE OPEN SPACE USE RECREATIONAL USE (PARKS) 4 COMMON AREA USE (GENERAL AND ORCHARD/GARDEN) 23 RIGHT-OF-WAY USE 14 OFF.STREET PARKING SPACES RESIDENTIAL' 732 NEIGHBORHOOD CENTER' (MAXIMUM) 30 OPEN SPACE PARKS AND COMMON AREAS (MAXIMUM)' 15 UTILITY° (MAXIMUM) NUMBER OF DWELLING UNITS 382 GROSS RESIDENTIAL DENSITY 2.27 UNITS/ACRE PARKS ARE ALSO COMMONLY REFERRED TO AS ACTIVE OPEN SPACE AREAS BASED ON PROPOSED EASEMENTS FOR DETENTION PONDS. a EXCLUDES PROPOSED RAW WATER SYSTEM DETENTION POND LOCATED RAW WATER DETENTION POND EASEMENT IN TRACT AC. ° INCLUDES TWO SPOTS PER DWELLING UNIT. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL ONE SPACE PER 400 SQUARE FEET OF BUILDING AREA ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. ONSTREET PARKING GENERALLY CONSIDERED ADEQUATE TO SERVICE PARKS AND COMMON AREAS BUT ADDITIONAL DESIGNATED PARKING MAY BE PROVIDED. ° ONE SPACE PER 2000 SQUARE FEET OF BUILDING AREA. ON -STREET PARKING ALSO PROVIDED. MAINTENANCE VEHICLE SPACES SHALL ALSO BE PROVIDED. ' INCLUDES IRRIGATION 8 MAINTENANCE AND WATER A WASTEWATER UTILITY TRACTS. 'SEE TABLE 2A AND 28 LOT AND TRACT ZONING DESIGNATIONS ON PAGE 2 OF 8 OF THE RIVER EDGE COLORADO PUD PLAN FOR THE ZONING DISTRICT DESIGNATION OF EACH LOT AND TRACT AND THE PUD GUIDE FOR LAND USE ALLOWANCES AND STANDARDS. 'PROVIDED AS NECESSARY TO SERVE PLAY FIELDS, COURTS AND PLAYGROUNDS. ONSTREET PARKING IS GENERALLY CONSIDERED ADEQUATE TO SERVICE PARKS AND COMMON AREAS. BUT OPTS 15 ADDITIONAL DESIGNATED PARKING SPACES MAYBE PROVIDED TO ACCOMODATE USERS. 0 0 0 0 0 0 0 0 0 0 PLAN APPROVALS PA PROVAL THE APPROVAL OF THIS PRELIMINARY PLAN PURSUANT TO GARFIELD COUNTY BOARD OF COUNTY COMMISSIONERS' RESOLUTION SHALL EVIDENCE THE FINDINGS AND DECISION OF THE BOARD OF COUNTYC OMMISSIONERS THAT THIS PRELIMINARY PLAN FOR RIVER EDGE COLORADO IS IN GENERAL CONFORMANCE WITH THE GARFIELD COUNTY COMPREHENSIVE PLAN 2030AND, UNLESS SPECIFIWAVED CALLY BY RESOLLTON, ALL APPLICABLE REQUIREMENTS OF THE GARFIELD COUNTY UNIFIED LAND USE RESOL050N OF 2008. AS AMENDED. (ULUR). AND THAT THIS PRELIMINARY PLAN COMPLIES WITH THE PROVISIONS OF THE RIVER EDGE COLORADO PUD APPROVED BY BOARD OF COUNTY COMMISSIONERS' RESOLUTION CERTIFICATE OF APPROVAL THE BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO DO HEREBY APPROVE THIS PRELIMINARY PLAN THIS ___ DAY OF _ , AD., 20__, SAID APPROVAL BEING DOCUMENTED IN BOARD OF COUNTY COMMISSIONERS' RESOLUTION CHAIRMAN, BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO WITNESS: CLERK TO THE BOARD OF COUNTY COMMISSIONERS OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 CIVIL ENGINEER/PLANNER: I 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 R. Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE' SORNBY/NC SiRT/CBS 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jk/fOlas-v. ram LANDSCAPE ARCHITECT: ZBHREN /019 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PRELIMINARY PLAN AMENDMENT SUBMITTAL 2 12/5/11 PRELIMINARY PLAN -DECEMBER 5, 2011 REZONING (POD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PRELIMINARY PLAN COVER SHEET (1 OF 8) SHEET NUMBER: PRPN01.01 2 3 4 5 6 7 8 9 D C B 4 5 7 8 9 10 ?° TABLE 3 • DEDICATIONS BY FILING FILING 3 OPEN SPACE OTHER COMMUNITY SPACES' CUMULATIVE COMMUNITY AREA (%) OPEN SPACE AREA (AC.) OPEN SPACE (%) CUMULATIVE OPEN SPACE AREA (AC.) CUMULATIVE OPEN SPACE (%I COMMON AREA (AC.)2 COMMON AREA (%) CUMULATIVE COMMON AREA (AC.)2 CUMULATIVE COMMON AREA (%) PARKS (AC.) PARKS (%) CUMULATIVE PARKS (AC.) CUMULATIVE PARKS (%) 1A 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.00 0.0% 0.0% 1 8.69 23.4% 8.69 21.6% 5.49 14.8% 5.49 13.6% 5.02 13.5% 5.02 12.5% 47.6% 2 9.56 34.7% 1026 26.9% 1.77 6.4% 7.26 10.7% 2.59 9.4% 7.60 11.2% 48.8% 2A 0.00 0.0% 18.26 25.8% 0.00 0.0% 7.26 10.2% 0.00 0.0% 7.60 10.7% 46.8% 3A 0.00 _ 0.0% 18.26 25.2% 0.00 0.0% 7.26 _ 10.0% 0.00 0.0% 7.60 10.5% 45.7% 3 3.07 10.2% 21.33 20.8% 4.48 14.9% 11.74 11.5% 5.59 18.6% 13.19 12.9% 45.2% 38 000 0.0% 21.33 202% 0.00 0.0% 11.74 11.1% 000 0.0% 13.19 125% 43.9% 4A GOD 0.0% 21.33 20.0% 0.00 0.0% 11.74 11.0% 0.00 0.0% 13.19 12.3% 43.3% 4 3.15 22.3% 24.48 20.2% 351 24.9% 15.25 12.6% DOG 00% 13.19 109% 43.7% 5 1612 422% 40.60 25.5% 164 43% 1689 106% 4.15 10.9% 17.34 10.9% 470% EXCLUDES NEIGHBORHOOD CENTER 'INCLUDES GARDEN/ORCHARD AREA LISTED IN PROPOSED PHASING SEQUENCE (NOTE: FIUNG 1 AND 1A TO BE FILED CONCURRENTLY) OR T TABLE 4 • LANDSCAPE AREAS AND STANDARDS' TRACT TYPE TRACT IDENTIFICATION LANDSCAPE STANDARD OPEN SPACE AH, AN, AP, AO, AU, BB, BH 1, BH2, BN, B0, CE, RD OPEN SPACE LANDSCAPE STANDARD COMMON AREA AC, AE, AL, AT, AV, AY, AZ, BD, BE, BF, BG, BK, BL, BO, BR, BS, BT, BU, BA, CD COMMON AREA LANDSCAPE STANDARD GARDEN/ORCHARD AB, AM, BA GARDEN/ORCHARD LANDSCAPE STANDARD UTILITY AG, AO, AR UTILITY LANDSCAPE STANDARD NEIGHBORHOOD CENTER AA NEIGHORHOOD CENTER LANDSCAPE STANDARD PARK AI, AXE, BJ PARK LANDSCAPE STANDARD RIGHT-OF-WAY RA, RB, RC, RD2, RE, RF, RG, RH (AND AD1, AJi, AK1, BCT, BM1, BM2) RIGHT-OF-WAY LANDSCAPE STANDARD LANDSCAPE PLANS SHALL BE SUBMITTED TO GARFIELD COUNTY WITH EACH APPUCATION FOR FINAL PLAT DETAILING HOW EACH TRACT WILL BE LANDSCAPED AS PART OF THE SUBDIVISION IMPROVEMENTS REQUIRED. COUNTY MAY APPROVE OR DENY A FINAL PLAT BASED ON COMPLIANCE WITH THE LANDSCAPE STANDARDS, IT MAY, BUT HAS NO OBLIGATION, TO ENFORCE THOSE STANDARDS AS THAT SHALL BE THE RESPONSIBILITY OF THE POA. FILING LOTS BY FILING AFFORDABLE LOT SUMMARY SCHEDULE OF P 2 ESTATE' TOWN VILLAGE ATTACHED' GARDEN HOMES' AFFORDABLE CUMULATIVE AFFORDABLE (%) 15 0 0 0 0 28 28 100.0% 2016 0 39 15 16 0 0 28.6% 2016 2 0 42 8 0 0 0 18.9% 2017 2A 0 0 0 0 19 0 16.8% 2017 3A 0 0 0 0 13 13 22.8% 2019 3 0 39 0 20 0 0 172% 2019 3B 0 0 0 0 21 0 15.8% 2020 4A 0 0 0 0 14 14 20.1% 2020 4 0 27 0 0 0 0 18.3% 2021 5 9 17 35 0 0 0 15.2% 2022 9 164 58 36 95 55 15.2% 2016-2022 INCLUDES EXECUTIVE LOT 2 PROPOSED PLATTING SCHEDULE ' TOTALS INCLUDE LOTS DESIGNATED AS' A• AND' B• TABLE NOTE TABLES 3, 4 AND 5 EXTRACTED FROM PUD PLAN PLAN NOTES I. CONIROtLING OOMiMS. THIS PRELIMINARY PLAN IS SUPPORTED AND CONTROLLED BY THE PUD PLAN, PUD DEVELOPMENT GUIDE FOR RIVER EDGE COLORADO (PUD GUIDE), THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR RIVER EDGE COLORADO (TORS); AND PROJECT DOCUMENTS IDENTIRED WITHIN THE PUD GUIDE SHALL CONTROL THE REVIEW OF EACH FINAL PLAT. 2. STANOAIMS: THE STANDARDS AND REQUIREMENTS CONTAINED IN THE APPROVED PUD PLAN, PUD GUIDE AND PROJECT DOCUMENTS AND ARTICLE V OF THE ULUR SHALL CONTROL THE PLATTING OF LANDS WITHIN THE RIVER EDGE PUD. S. PI1196: SUBONISION PHASING/PLATING: SUBDIVISION PHASING/PLATTING SHALL FOLLOW SUBDIVISION FILINGS AS IDENTIFIED HEREON AND PROVIDED FOR IN APPENDIX C OF THE PUD GUIDE. 4. RIO RAN NOICS ALL PUD PLAN NOTES SHALL BE APPLICABLE TO THE PRELIMINARY PLAN. ALL PUD PLAN NOTES APPLICABLE TO A FINAL PLAT SHALL BE INCLUDED AS NOTES ON THE FINAL PLAT. SURVEY NOTES BEARINGS ARE RELATIVE TO A BEARING OF N 89'29'47°W ON THE UNE BETWEEN GARFIELD COUNTY BRASS CAP AT SE CORNER SECTION 7 AND GARFIELD COUNTY BRASS CAP TO WITNESS CORNER TO 5 1/4 CORNER OF SECTION 7. ADDITIONAL SURVEY MONUMENTATION, PINS, IES AND OTHER SURVEY CONTROL INFORMATION CAN BE FOUND ON THE PROJECT ALTA SURVEY MAP. DATA SOURCES • GARFIELD COUNTY GEOGRAPHIC INFORMATION SYSTEM, 2010, GARFIELD COUNTY (VARIOUS SOURCES) • GEOTECHNICAL ENGINEERING STUDY, NOVEMBER 2010, HP GEOTECH • CATTLE CREEK AND CARBONDALE TOPOGRAPHIC QUADRANGLE, UNITED STATES GEOLOGICAL SURVEY • WILDLIFE AND VEGETATION ASSESSMENT REPORT, DECEMBER 2010, ROCKY MOUNTAIN ECOLOGICAL SERVICES (VARIOUS SOURCES) OWNER/DEVELOPER: rRRRR� Rivei1!dge COLORADO Carbondale Investments, LLC 7999 HNRY 82 Carbondale, CO 81623 Phone No: 970,456.9325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR' TIITTLB SI/RUT/NC SERV/CBS 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) 1 fliE Iss-us. ePm. LANDSCAPE ARCHITECT: ZEHREN KEY MAP, 1670 BROADWAY, SUITE 3400 DENVER, COLORADO 80202 Phone: 303.764.1520 Fax: 3036.860-7139 PRELIMINARY NOT FOR CONSTRUCTION 4 1/13/15 PRELIMINARY PLAN AMENDMENT SUBMITTAL 3 3/8/13 PRELIMINARY PLAN AMENDMENT SUBMITTAL 2 12/5/11 PRELIMINARY PIAN -DECEMBER 5, 2011 REZONING (PUS) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: SHEET TITLE: RIVER EDGE COLORADO AMENDED PRELIMINARY PLAN GENERAL NOTES (2 OF 8) SHEET NUMBER: PRPN02.01 2 3 4 5 6 7 10 CD 3 O a 16 Z EE EE z a M O N N E Q O 1 0 Z z \o Y o 4i p 16 v U..1 021 Q z w' 00 LI a a H G F E D C B A 2 3 4 7 8 9 10 EXIST. WETLANDS TTP. 1 PROP. 8' TRAIL EASEMENT L OT 7420 SF MATCHLINE SEE SHEET PRPN03.01 100 SCALE IN FEET N 0 \7, 1 1RAC1 BB (OPEN SPACE) 306225 5.F DEVELOPMENT (CONSERVATION) TRACT BH2 (OPEN SPACE) 138927 SE PROP. 10' DRAINAGE PITT BC & UTILITY EASEMENT (COMMON AREA) 16881 SF. 10020 EXIST. 20' OPEN SPACE CONSERVATION EASEMENT. BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 596 EXIST. RAILROAD CORRIDOR BETWEEN \ SANDERS RANCH NORTH PROPERTY LINE \ (MP 367-3) AND SANDERS RANCH SOUTH \ PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK \ \ 1217 AT PAGE 601 \ 1\ \ \ \ ,\\ • HOW\ \ EXIST_ BIKE ;,-4" TRAIL RESIDENTIAL SUBURBAN (VACANT) EXIST. 100 -YR •I FLOODPLAIN TYP • \ \ •L 1 REAPRHERON NESTING AREA- 'RECEPTION ECEPTION N9.104200 'A I LOT 48\ 6300 51. 070-0 75 S.E\ 12 LOT 44\ 57155.E, • • \ • 1 \ \ EXIST. 7 5' EASEMENT, 1 5' EASTERLY OF CENTERLINE BOOK 380 PAGE 234 , / .7:::111 \ —11:::::::' e :DING . \ \ \ % Aee , , \ ' --1,I L8AND 6' WESTERLY OF DESCRIBED \ 5432Ot F, • LOT 144 5000 SF PROP. EASEMENT • (TO BE DEFIED AT TIME OF FlN - PLAT) -r 200 METER HEN —. PROTECTION ARBA REG. NO. 804200 PROP, 7 „WATER QUALITY/DETENTION MOW EASEMENT I .44 LOT 12 \\52 SF yP TRACT BE \ -5 //0414106 AREAS 7856 S.F.. w) P406:EASEMENT (TO BE RECORDED) I OF FINAL PLAT) 1 L ` \ x •• UTILITY CROSSING X5.10' 196' 3 VS22' TRAIL TO BE CONNECTED THROUGH • TRACT M AT TIME OF FINAL DESIGN • • TRACT AY — GD `RFEr�ns oPE ` • cauMONIARra) �� • • EASEMENT 10205 �.F • DITCH• ED) 1 1•�••� 25' l.� `1. EXIST. PERMANENT EASEMENT E-3-8 AS SHOWN ON DEPT. OF HIGHWAYS RIGHT OF WAY MAPS ) •,I // COMMERCIAL RF1A TRAIL (TO 1 BE DEFINEDACCESS AT TIMEAOFAFINAL (LIMITED) PLAT) I1 COOT RO ROW \ END AMENDMENT BOOK 1142 PAGE 9936 AND AMENDMENT TO LICENSE BOOK 1217 PAGE 596 FOR PEDESTRIAN AND • G ACROSS RETIA ROW �• TO BE UTILIZED AT MIS LOCATION LOT 0723 SF J C,p 7 '. 3 , COMMERCIAL N \ (LIMITED) C OPEN SPACE EASEMENT BOOK 1143 - PAGE 93 _ PAGE 1 AMENDED BY BOOK 1217 II , ,1111111 1 1 � 1 ' ', EXIST. B ILOING- -- TO BE-- 9EM0V CROSSING ESE' 4 NSERVATION EAS B0 1471 PAGE -92 (ADDITIO TO 8E RECORDED AT TIME OF FINAL PLAT) —7RAi7,49 • —\ t%iTY, (0O73540MMON AREA) 1IF. OTE 0AC7 (GARRD706 4.OES) 4SEE SHEET PRPN0402) ((DEED RES 07ED 8740501/151NC) A 7RACT A0 (C4R�9114 i — (4EE 51EET PRPN0602) MATCH LINE SEE SHEET PRPN03.03 PROP. RAW WATER IRRIGATION PRE-TREATMENT/ DETENTION POND EASEMENT TRACT AC IRRIGATION & N109840) "58252 10 PROP 8 TRAIL EASEMENT ti 11 A I I gni 0309' II a I I I I \ II OWNER/DEVELOPER: Piver1ttge COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com 1670 Matt SUITE 3600 00618, COM ON Not 203-761-1520 LVF 323-860-7039 SURVEYOR: TUTTLE SURVEYING SERVICES 17/7718 SI/RUT/AV SMUTS 727 Blake Avenue G/enwood Springs, Colorado 81607 (970) 928-9708 (Fax 947-9007) 3 71ef4.-u... corn LANDSCAPE ARCHITECT: Z EooREE N AND s KEY MAP: SH82 �,.�� OD � �aa� F PIAN AREA PRELIMINARY NOT FOR CONSTRUCTION 3 4/13/15 PUD AMENDMENT SUBMITTAL 2 12/5/11 PRELIMINARY PIAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: M. SAWYER SHEET TITLE: RIVER EDGE COLORADO AMENDED PRELIMINARY PLAN (4 OF 8) SHEET NUMBER: PRPN03.02 2 3 4 5 7 8 9 10 H R E D C B A 2 4 5 7 8 9 10 A. PROP. 20' DRAINAGE & UTILITY EASEMENT I 77.8)R A)..� 1 TRACT AL (' �' 4)45 SF (COMMON AREA G .M TRACT k( (GARDEN HOMES) (SEE SHEET PRPN04.02) (DEED RESTRICTED AFFORDABLE HOUSING) ��- TRACT A0 I (GARDE99HOMES) (SEE SHEET PRPN04.02) MATCHLINE PROP. RAW WATER IRRIGATION PRE-TREATMENT/ PROP. 8' TRAIL SEE SHEET PR PN 03.02 DETENTION POND EASEMENT EASEMENT — — f TRACT AN (OPEN SPACE) 137118 SF 5QB TRACT Al ( RD BHOMES) (/SEE SHEET PRP604.02) 50407 RC 4001RICTE0 AFFORDABLE HOUSING) .4T. (108 225153 SE TRACT AO (WATER & WASTEWATER untm) 47363 S.F. LOT 5.4 0645 SF - LOT A 20750 87 I LOT 6B 116 10117 SF �3oe I 3 II 0 1 PROP. BUILDING ENVELOPE (120'X00') (TO BE DEFINED AT TIME OF FINAL PLAT) 11 II 1 1 VO1 BUILDING ENVELOP` (70'X40') (70 BE DEFINED ATIME ON. FINAL PLAT) FO4N c 3 INGGI 11 '10TH R/ 6600 0..F.• _9( asOro . 1 I 1 I I 1 1 I 1 73 1 1 23 EXIST. WEILANDS_� • TYP Al ACT4Pc + M SPADE) + 72 SF 1++ +++4 ++ \+++++++� T 60 TOWNSHIP LINE PLANNED UNIT \ " DEVELOPMENT (CONSERVATION) \. '14, ; . PROP. UTILITY EASEMENT E DEFINED IQ�`4, was. OTO WALL PLAT) AT : F \ -0s 65 \ '\ 04 04 TRACT CE (OPEN SPACE) 637236 SE y ■ 1 1 6601 ROW EXIST. BIKE TRAIL P I 11 1I •■ I 11 I 1 1 {' AO (OPEN SPA ) y 64760 SFI I ■ Y II 1 100 200 SCALE IN FEET PUBLIC LAND (RESOURCE/ RECREATIONAL) ROW CROSSING RESERVATION N, CONSERVATION EASEMENT BOOK 1171 PAGE 929 PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) PROP. 8' 111410 EASEMENT MATCHLINE SEE SHEET PRPN03.04 PROP. 32'Ty4 ACCESS, EVA & UTILITY EASEMENT EXIST. 25' GLENW00D DITCH EASEMENT GRANT REG. NO. 798016 1W�o' 1 ■, VI �g I �1 TRACY CD 1 (50141011 AREA) 41523 S.E. PROP. 25'11I,ENW00D 211(9 gSEMEN1 EX15T. 50 OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH 1;( PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 36877) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 OWNER/ DEVELOPER r• t 11�� Rlver COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 CIVIL ENGINEER/PLANNER: 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com �low.nal Onan SURVEYOR' 77/7711 SDRYBY/NC S6RY/C6'S 727 Blake Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) i<1J®tes-.mss. com. LANDSCAPE ARCHITECT: Z E o R E N KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3 3/8/13 PRELIMINARY PLAN AMENDMENT SUBMITTAL 2 12/5/11 PRELIMINARY PIAN -DECEMBER 5, 2011 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: PROJECT MANAGER: S. UT I-.:, DRAWN BY: C. SNYDER CHECKED 8Y: SHEET TITLE: RIVER EDGE COLORADO AMENDED PRELIMINARY PLAN (5 OF 8) SHEET NUMBER: PRPN03.03 2 3 5 6 7 8 9 10