Loading...
HomeMy WebLinkAbout1.15 PUD Plan0 LU 0 U O 0 0 01 LU LU z J 0 0 U z 01 w Z w LU z 0 Z w J CL J w CC CL N 0 01 N 0 O 01 01 z w 0 0 0 O 0 01 z0 w r, cn ~ N N z w J O w 0\>- Z c0 Z M cn E w LI] W Q 0 O LiJI- I - w 00 LL 0 0_ PLOT STYLE: 81 40CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 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 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 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 2150.14 FEET; THENCE, ALONG SAID RIGHT OF WAY LINE S 09'35'09 E A DISTANCE OF 401.79 FEET; THENCE, S 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 21'41'02" E A DISTANCE OF 621.41 FEET; THENCE, S 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 5'59'26" AND SUBTENDING A CHORD BEARING OF S 30'4711 E A DISTANCE OF 294.19 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE N 89'5316 W A DISTANCE OF 218.07 FEET; THENCE, N 40'23'30 W A DISTANCE OF 69.38 FEET; THENCE, S 87'28'29 W A DISTANCE OF 36.35 FEET; THENCE, S 83'5212 W A DISTANCE OF 10.80 FEET; THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, THENCE, 58'2719 W A DISTANCE OF 41.45 FEET; 29'51'31 W A DISTANCE OF 8.28 FEET; 2416'24 W A DISTANCE OF 25.22 FEET; 69'00'53 W A DISTANCE OF 9.87 FEET; 87'31'44 W A DISTANCE OF 22.60 FEET; 57'25'01 W A DISTANCE OF 17.28 FEET; 50'09'49 W A DISTANCE OF 26.07 FEET; 46'2112 W A DISTANCE OF 9.99 FEET; 44'28'05 W A DISTANCE OF 21.45 FEET; 55'50'08 W A DISTANCE OF 49.05 FEET; 56'25'40 W A DISTANCE OF 49.94 FEET; 6812'23 W A DISTANCE OF 36.45 FEET; 46'54'04 W A DISTANCE OF 55.18 FEET; 68'49'21 W A DISTANCE OF 25.14 FEET; 47'41'50 W A DISTANCE OF 78.78 FEET; 30'26'40 W A DISTANCE OF 24.58 FEET; 25'47'01 W A DISTANCE OF 30.08 FEET; 1811'39 W A DISTANCE OF 34.61 FEET; 30'58'21 W A DISTANCE OF 29.32 FEET; 21'59'14 W A DISTANCE OF 27.50 FEET; 3016'07 W A DISTANCE OF 22.97 FEET; 25'41'38 W A DISTANCE OF 169.44 FEET; 411T39 E A DISTANCE OF 82.61 FEET; 38'34'52 E A DISTANCE OF 34'26'44 W A DISTANCE OF 5T58'09 W A DISTANCE OF 53'43'31 W A DISTANCE OF 55'5811 W A DISTANCE OF 5614'57 W A DISTANCE OF 4916'04 W A DISTANCE OF 44'30'51 W A DISTANCE OF 32'49'55 W A DISTANCE OF 3T4419 W A DISTANCE OF 1810'02 W A DISTANCE OF 2T5819 W A DISTANCE OF 35'01'36 W A DISTANCE OF 41'32'47 W A DISTANCE OF 40'22'24 W A DISTANCE OF 64'20'53 W A DISTANCE OF 45'00'36 W A DISTANCE OF 44'53'41 W A DISTANCE OF 32'35'48 W A DISTANCE OF 5T01'32 W A DISTANCE OF 30'3312 W A DISTANCE OF 3T39'02 W A DISTANCE OF 37'32'30 W A DISTANCE OF 20'0215 W A DISTANCE OF 39'52'25 W A DISTANCE OF 25'36'04 W A DISTANCE OF 30'34'08 W A DISTANCE OF 15.89 FEET; 262.40 FEET; 102.47 FEET; 105.38 FEET; 126.13 FEET; 118.42 FEET; 136.33 FEET; 150.05 FEET; 102.14 FEET; 552.12 FEET; 47.26 FEET; 109.20 FEET; 71.09 FEET; 152.23 FEET; 339.82 FEET; 34.06 FEET; 52.42 FEET; 154.66 FEET; 86.59 FEET; 44.89 FEET; 85.72 FEET; 79.09 FEET; 63.32 FEET; 33.98 FEET; 42.02 FEET; 107.17 FEET; 164.72 FEET; 11'39'01 W A DISTANCE OF 107.90 FEET; 24'56'06 E A DISTANCE OF 163.60 FEET; 63'39'33 E A DISTANCE OF 177.81 FEET; 8314'43 E A DISTANCE OF 393.54 FEET; 0715'26 W A DISTANCE OF 21.79 FEET; 80'5111 E A DISTANCE OF 50.00 FEET; 8915'06 E A DISTANCE OF 65.56 FEET; 5T50'04 E A DISTANCE OF 50.12 FEET; S 84'5115 E A DISTANCE OF 33.08 FEET; S 81'39'50 E A DISTANCE OF 89.61 FEET; N 56'0T00 E A DISTANCE OF 26.86 FEET; N 07'38'31 E A DISTANCE OF 27.93 FEET; N 3T41'57 W A DISTANCE OF 28.06 FEET; N 50'0015 E A DISTANCE OF 22.23 FEET; N 82'02'30 E A DISTANCE OF 36.49 FEET; S 63'34'38 E A DISTANCE OF 54.05 FEET; S 45'59'58 E A DISTANCE OF 20.95 FEET; S 14'44'20 E A DISTANCE OF 29.18 FEET; S 111117 W A DISTANCE OF 26.42 FEET; S 14'58'41 E A DISTANCE OF 30.14 FEET; S 43'4210 E A S 31'36'59 E A S 49'38'46 E A S 45'30'55 E A S 6016'38 E A S 7316'24 E A S 53'0515 E A S 63'3T30 E A S 83'28'21 E A N 86'20'27 E A N 31'59'09 E A N 06'58'38 E A N 72'08'07 E A S 24'51'03 E A S 41'52'47 E A S 54'44'21 E A S 83'39'39 E A DISTANCE OF 69.77 FEET; DISTANCE OF 56.76 FEET; DISTANCE OF 40.12 FEET; DISTANCE OF 40.88 FEET; DISTANCE OF 43.39 FEET; DISTANCE OF 67.60 FEET; DISTANCE OF 15.86 FEET; DISTANCE OF 52.31 FEET; DISTANCE OF 46.95 FEET; DISTANCE OF 61.04 FEET; DISTANCE OF 47.07 FEET; DISTANCE OF 32.16 FEET; DISTANCE OF 7.98 FEET; DISTANCE OF 72.35 FEET; DISTANCE OF 50.71 FEET; DISTANCE OF 38.31 FEET; DISTANCE OF 87.15 FEET; S 571112 E A DISTANCE OF 77.06 FEET; S 41'5116 E A DISTANCE OF 88.65 FEET; S 5T3913 E A DISTANCE OF 65.60 FEET; S 49'55'38 E A DISTANCE OF 74.96 FEET; S 61'04'52 E A DISTANCE OF 43.44 FEET; THENCE, S 71'46'03 E A DISTANCE OF 55.45 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF 85.924 ACRES, MORE OR LESS. PARCEL B TOGETHER WITH, PARCEL B (NORTH PARCEL) RIVER EDGE COLORADO 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: BEGINNING GARFIELD COUNTY SURVEYOR'S 2 1/2" BRASS, FOUND IN PLACE, AND CORRECTLY MARKED AS THE SOUTHEAST CORNER OF SAID SECTION 7, THENCE S 49'22'15" E A DISTANCE OF 5479.54 FEET TO THE TRUE POINT OF BEGINNING; THENCE, S 89'43'30" E A 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 19'38'52" 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 10'03'42 AND SUBTENDING A CHORD BEARING OF S 14'3T01" E A DISTANCE OF 493.70 FEET; THENCE, S 09'35'09" E A DISTANCE OF 120.78 FEET; THENCE, DEPARTING THE WESTERLY LINE OF SAID EASEMENT N 65'36'14" W A DISTANCE OF 60.45 FEET; THENCE, N 49'54'10" W A DISTANCE OF 64.72 FEET; THENCE, N 49'54'10" W A DISTANCE OF 86.97 FEET; THENCE, N 4811'10" W A DISTANCE OF 54.30 FEET; THENCE, N 56'47'27" W A DISTANCE OF 123.97 FEET; THENCE, N 83'47'24" W A DISTANCE OF 93.00 FEET; THENCE, N 29'35'31" W A DISTANCE OF 119.58 FEET; THENCE, N 78'00'43" W A DISTANCE OF 33.84 FEET; THENCE, S 79'41'48" W A DISTANCE OF 37.80 FEET; THENCE, S 22'57'52" W A DISTANCE OF 56.05 FEET; THENCE, S 59'31'57" W A DISTANCE OF 45.48 FEET; THENCE, N 82'32'35" W A DISTANCE OF 28.23 FEET; THENCE, N 59'07'03" W A DISTANCE OF 95.71 FEET; THENCE, N 71'20'44" W A DISTANCE OF 85.73 FEET; THENCE, N 36'43'10" W A DISTANCE OF 93.22 FEET; THENCE, N 25'39'22" W A DISTANCE OF 181.92 FEET; THENCE, N 6510'24" W A DISTANCE OF 98.43 FEET; THENCE, S 85'02'33" W A DISTANCE OF 52.20 FEET; THENCE, S 56'33'52" W A DISTANCE OF 39.34 FEET; THENCE, S 20'49'33" W A DISTANCE OF 42.96 FEET; THENCE, S 3T27'43" E A DISTANCE OF 21.60 FEET; THENCE, N 7T02'57" W A DISTANCE OF 89.66 FEET; THENCE, S 70'24'18" W A DISTANCE OF 70.95 FEET; THENCE, N 88'59'39" W A DISTANCE OF 55.55 FEET; THENCE, S 84'28'58" W A DISTANCE OF 49.93 FEET; THENCE, N 14'22'48" E A DISTANCE OF 68.20 FEET; THENCE, N 0511'46" W A DISTANCE OF 77.59 FEET; THENCE, N 18'20'05" E A DISTANCE OF 10.82 FEET; THENCE, N 22'53'40" E A DISTANCE OF 44.14 FEET; THENCE, N 10'34'58" E A DISTANCE OF 35.11 FEET; THENCE, N 08'59'51" E A DISTANCE OF 47.16 FEET; THENCE, N 03'48'08" E A DISTANCE OF 36.48 FEET; THENCE, N 04'40'52" E A DISTANCE OF 71.03 FEET; THENCE, N 07'37'51" E A DISTANCE OF 54.66 FEET; THENCE, N 29'28'14" W A DISTANCE OF 63.68 FEET; THENCE, N 32'00'44" 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 59'54'48" W A DISTANCE OF 54.16 FEET; THENCE, N 87'51'35" W A DISTANCE OF 36.97 FEET; THENCE, N 5T33'47" W A DISTANCE OF 65.70 FEET; THENCE, N 81'56'22" W A DISTANCE OF 85.02 FEET; THENCE, N 0411'29" W A DISTANCE OF 158.65 FEET; THENCE, N 35'50'41" W A DISTANCE OF 41.30 FEET; THENCE, N 54'46'03" W A DISTANCE OF 24.70 FEET; THENCE, N 28'51'45" W A DISTANCE OF 209.99 FEET; THENCE, N 11'58'37" W A DISTANCE OF 33.82 FEET; THENCE, N 41'03'46" E A DISTANCE OF 78.19 FEET; THENCE, N 06'29'01" W A DISTANCE OF 117.20 FEET; THENCE, N 20'05'27" W A DISTANCE OF 94.24 FEET; THENCE, N 11'32'03" W A DISTANCE OF 63.83 FEET; THENCE, N 07'57'46" W A DISTANCE OF 141.45 FEET; THENCE, N 09'56'14" E A DISTANCE OF 50.76 FEET; THENCE, N 1917'44" W A DISTANCE OF 91.04 FEET; THENCE, N 44'41'59" W A DISTANCE OF 134.55 FEET; THENCE, N 19'23'49" W A DISTANCE OF 74.18 FEET; THENCE, N 19'33'06" W A DISTANCE OF 43.27 FEET; THENCE, N 21'30'01" 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: BEGINNING AT A POINT 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 S 78'01'43" E A DISTANCE OF 2054.18 FEET; THENCE, ALONG SAID WESTERLY RIGHT OF WAY LINE N 09'35'10" W A DISTANCE OF 188.14 THENCE, 282.60 FEET ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 2915.00 FEET, A CENTRAL ANGLE OF 5'33'17" AND SUBTENDING A CHORD BEARING OF N 12'21'49" W A DISTANCE OF 282.49 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE S 90'00'00" E A DISTANCE OF 49.74 FEET; THENCE, S 06'01'00" E A DISTANCE OF 202.70 FEET; THENCE, S 04'34'58" E A DISTANCE OF 260.70 FEET TO THE POINT OF BEGINNING, CONTAINING AN AREA OF 0.234 ACRES, MORE OR LESS. ,esbi LEGAL DESCRIPTIONS PARCEL MAP SCALE: N.T.S. VICINITY MAP TABLE 1 - LAND USE SUMMARY TABLE LAND AREAS /114 - \- 4 il waikrabi TOTAL AREA OF OPEN SPACE AND OTHER COMMUNITY SPACES (PRIVATE)1 bir NB A‘ OPEN SPACE (PASSIVE) L �� ''� GL-ENWO,OD L W 6.07 AC. ,,,.�.r SPRINGS,, 1� PERCENT OPEN SPACE 3.10111K OTHER COMMUNITY SPACE 36.27 AC. RECREATIONAL OPEN SPACE (PARKS) 17.08 AC. COMMON AREAS (GENERAL)3 11.83 AC. COMMON AREAS (ORCHARD/GARDEN) 5.06 AC. NEIGHBORHOOD CENTER 2.30 AC. „. NI 33.93 AC. PERCENT OTHER COMMUNITY SPACE 22.79% TOTAL AREA OF PUBLIC OPEN SPACE a.m. ,„, 25.50 AC. NEIGHBORHOOD CENTER BUILDING AND PARKING SUMMARY TOTAL DEVELOPED BUILDING AREA (MAXIMUM) 10,000 S.F. au 28,000 S.F. TOTAL NON-RESIDENTIAL FLOOR SPACE (MAXIMUM) 10,000 S.F. UTILITY TRACT BUILDING AND PARKING SUMMARY' ime.1 IF el 3.57 AC. 114 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 COUNTS8 I mmI 366 NEIGHBORHOOD CENTER USE 1 UTILITY USE 3 nnm 11 RECREATIONAL USE (PARKS) \ik COMMON AREA USE (GENERAL AND ORCHARD/GARDEN) 23 RIGHT-OF-WAY USE 14 \ti!►� r ��fix "i't\ RESIDENTIAL4 732 NEIGHBORHOOD CENTERS (MAXIMUM) 110 OPEN SPACE 0 PARKS AND COMMON AREAS (MAXIMUM)9 15 UTILITY6 (MAXIMUM) 5 mir 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS/ACRE masig big; SITE 11111 ►'- 113 109 41wax 1. 1�►j� CARBONDALE 0 Soo 1,000 2,000 Fe -t ` ,. r %� VICINITY MAP TABLE 1 - LAND USE SUMMARY TABLE LAND AREAS TOTAL AREA OF SUBDIVISION 159.16 AC. TOTAL AREA OF OPEN SPACE AND OTHER COMMUNITY SPACES (PRIVATE)1 76.77 AC. OPEN SPACE (PASSIVE) 40.50 AC. TOTAL AREA OF USEABLE OPEN SPACE (<25% SLOPE) 34.43 AC. LIMITED USE OPEN SPACE (>25% SLOPE) 6.07 AC. DETENTION AREAS (LIMITED USE)2 2.00 AC. PERCENT OPEN SPACE 25.44% OTHER COMMUNITY SPACE 36.27 AC. RECREATIONAL OPEN SPACE (PARKS) 17.08 AC. COMMON AREAS (GENERAL)3 11.83 AC. COMMON AREAS (ORCHARD/GARDEN) 5.06 AC. NEIGHBORHOOD CENTER 2.30 AC. USEABLE COMMUNITY SPACE (<25% SLOPE) 33.93 AC. PERCENT OTHER COMMUNITY SPACE 22.79% TOTAL AREA OF PUBLIC OPEN SPACE 0 AC.1 TOTAL AREA OF RIGHT-OF-WAY (PRIVATE)1 25.50 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 COUNTS8 RESIDENTIAL USES 366 NEIGHBORHOOD CENTER USE 1 UTILITY USE 3 OPEN SPACE USE 11 RECREATIONAL USE (PARKS) 4 COMMON AREA USE (GENERAL AND ORCHARD/GARDEN) 23 RIGHT-OF-WAY USE 14 OFF-STREET PARKING SPACES RESIDENTIAL4 732 NEIGHBORHOOD CENTERS (MAXIMUM) 30 OPEN SPACE 0 PARKS AND COMMON AREAS (MAXIMUM)9 15 UTILITY6 (MAXIMUM) 5 NUMBER OF DWELLING UNITS 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS/ACRE 'OPEN SPACES OR OTHER FORMS OF COMMUNITY SPACE MAY BE CONVERTED TO PUBLIC OPEN SPACE PURSUANT TO PROVISIONS CONTAINED IN THE PUD GUIDE AND DECLARATION OF COVENTANTS, CONDITIONS, AND RESTRICTIONS FOR RIVER EDGE COLORADO (CC&RS). 2 AREAS BASED ON PROPOSED EASEMENTS FOR DETENTION PONDS. 3 EXCLUDES PROPOSED RAW WATER SYSTEM DETENTION POND LOCATED RAW WATER DETENTION POND EASEMENT IN TRACT AC. 4 INCLUDES TWO 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. 6 ONE SPACE PER 2000 SQUARE FEET OF BUILDING AREA. ON -STREET PARKING ALSO PROVIDED. MAINTENANCE VEHICLE SPACES SHALL ALSO BE PROVIDED. ' INCLUDES IRRIGATION & MAINTENANCE AND WATER & WASTEWATER UTILITY TRACTS. 8SEE TABLE 2 LOT AND TRACT USE DESIGNATIONS FOR THE LAND USE DESIGNATION OF EACH LOT AND TRACT AND THE PUD GUIDE FOR LAND USE ALLOWANCES AND STANDARDS. 9PROVIDED AS NECESSARY TO SERVE PLAY FIELDS, COURTS AND PLAYGROUNDS. 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, AS AMENDED (ULUR). THE AUTHORITY FOR ARTICLE VI OF THE ULUR IS PROVIDED FOR BY THE PLANNED UNIT DEVELOPMENT ACT OF 1972 (TITLE 24, ARTICLE 67, C.R.S., AS AMENDED). ADOPTION THE ADOPTION OF THIS PUD PLAN PURSUANT TO BOARD OF GARFIELD COUNTY COMMISSIONERS' RESOLUTION SHALL EVIDENCE THE FINDINGS AND DECISION OF THE BOARD OF GARFIELD COUNTY COMMISSIONERS THAT THIS PUD PLAN IS IN GENERAL CONFORMANCE WITH THE GARFIELD COUNTY COMPREHENSIVE PLAN AND ALL APPLICABLE REQUIREMENTS OF THE ULUR, AND THAT THIS PUD PLAN COMPLIES WITH THE PLANNED UNIT DEVELOPMENT ACT OF 1972. VESTED RIGHTS 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 SAID VESTED PROPERTY RIGHT ARE DETAILED IN THE RIVER EDGE COLORADO PUD DEVELOPMENT AGREEMENT APPROVED BY BOARD OF GARFIELD COUNTY COMMISSIONERS' RESOLUTION 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 LAID 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 A.D., 20__. , CARBONDALE INVESTMENTS, LLC STATE OF COLORADO )SS COUNTY OF GARFIELD THE ABOVE AND FOREGOING STATEMENT WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF , 20__ A.D., 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 PUD 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 MY HAND AND SEAL THIS ____ DAY OF A.D., 20__. PLS# PROFESSIONAL LAND SURVEYOR CERTIFICATE OF APPROVAL THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS PUD PLAN THIS ___ DAY OF , A.D., 20__, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY, SAID APPROVAL BEING DOCUMENTED IN BOARD OF GARFIELD COUNTY COMMISSIONERS' RESOLUTION CHAIRMAN, BOARD OF COUNTY COMMISSIONERS, GARFIELD COUNTY, COLORADO WITNESS: CLERK TO THE BOARD OF GARFIELD COUNTY COMMISSIONERS CLERK AND RECORDER'S CERTIFICATE THIS PUD PLAN WAS FILED FOR RECORD 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 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, if 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 #32163). OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics 1 Planning 1 Design 1 m c co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: c �� TUTTLE SURVEYING SERVICES TUTTLR SURITY/NC SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/fOiss-us com LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (970)949-0257 FAX(970)949-1080 KEY MAP: 1 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 PUD PLAN COVER SHEET (1 OF 8) SHEET NUMBER: PUD01.01 1 2 3 4 5 6 7 8 9 10 DESIGN TASKS\06.02 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PUD-02-NOTES.DWG O 0 O Z w m w > I- z LTJ J 0 z 0 m U 0 L] z LTJ J Li 0 (V w LTJ 0 0 J 0 w 0 >- z U) Ln 0 0 LTJ 0 J 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 8 10 H G F E D C B A TABLE 2 - LOT AND TRACT USE DESIGNATIONS USE CATEGORIES AND DESIGNATIONS' FILING BLOCK # LOT/TRACT# AREA (SQ FT) AREA(AC) AVERAGE LOT AREA (SQ FT) RESIDENTIAL USES ATTACHED HOME 1 B3 1-20 123,187 2.83 6,159 2 B7 13-23 59,624 1.37 5,420 2 B8 6-13 48,618 1.12 6,077 ESTATE 6 B19 1-8 83,412 1.91 10,427 EXECUTIVE 6 B22 1 97,842 2.25 97,842 0 Q o N Ld (r) D TOWN 1 B4 1-9 54,613 1.25 6,068 1 B5 1-5 35,194 0.81 7,039 1 B6 1-25 171,306 3.93 6,852 2 B8 1-5 35,000 0.80 7,000 3 B9 1, 3-18 105,307 2.42 6,195 3 B10 1-18 132,680 3.05 7,371 4 B11 1-16 98,482 2.26 6,155 4 B13 1-11 85,318 1.96 7,756 4 B14 1-5 37,789 0.87 7,558 4 B15 1-12 92,693 2.13 7,724 5 B1 1-18 132,581 3.04 7,366 5 B2 1-9 66,569 1.53 7,397 6 B20 1-13 106,093 2.44 8,161 6 621 1-4 23,939 0.55 5,985 VILLAGE 2 B7 1-12 70,707 1.62 5,892 3 B9 2 5,000 0.11 5,000 4 B12 1-8 50,813 1.17 6,352 6 B16 1-11 63,986 1.47 5,817 6 B17 1-13 71,500 1.64 5,500 6 B18 1-11 61,000 1.40 5,545 GARDEN HOME 1A B25 1-21 96,494 2.22 4,595 1B B26 1-13 53,224 1.22 4,094 2A B24 1-28 108,814 2.50 3,886 4A B23 1-19 102,350 2.35 5,387 5A B27 1-14 47,719 1.10 3,409 SUBTOTAL 2,321,854 53.30 AVERAGE: 6,344 OF TOTAL %COMMUNITY 33% USES (PRIVATE) 0 o Q zo N w o w D OPEN SPACE 1 AH 13,043 0.30 13,043 1 AP 102,372 2.35 102,372 1 AU 18,335 0.42 18,335 2 BH2 38,927 0.89 38,927 3 BH1 34,523 0.79 34,523 3 BB 306,225 7.03 306,225 4 BN 343,044 7.88 343,044 4 BO 68,465 1.57 68,465 5 AN 137,118 3.15 137,118 6 AQ 64,760 1.49 64,760 6 CE 637,236 14.63 637,236 SUBTOTAL 1,764,048 40.50 AVERAGE 160,368 OF TOTAL %COMMON 25% AREA 1 AC 173,540 3.98 173,540 1 AE 1,046 0.02 1,046 1 AV 20,736 0.48 20,736 1 AY 10,205 0.23 10,205 2 BD 8,397 0.19 8,397 2 BE 7,856 0.18 7,856 2 BF 3,575 0.08 3,575 2 BG 16,881 0.39 16,881 3 BT 2,514 0.06 2,514 3 BU 4,395 0.10 4,395 3 BV 16,015 0.37 16,015 4 BK 17,550 0.40 17,550 4 BL 5,957 0.14 5,957 4 BQ 43,379 1.00 43,379 4 BR 4,811 0.11 4,811 4 BS 5,190 0.12 5,190 5 AL 94,265 2.16 94,265 5 AZ 7,570 0.17 7,570 6 AT 29,908 0.69 29,908 6 CD 41,523 0.95 41,523 SUBTOTAL 515,313 11.83 AVERAGE: 25,766 OF TOTAL 7% GARDEN/ORCHARD 1 AB 107,019 2.46 107,019 2 BA 62,323 1.43 62,323 5 AM 51,038 1.17 51,038 SUBTOTAL 220,380 5.06 AVERAGE: 73,460 OF TOTAL 3% NEIGHBORHOOD CENTER 1 AA 100,109 2.30 100,109 SUBTOTAL 100,109 2.30 AVERAGE: 100,109 OF TOTAL 1% PARK 1 Al 243,291 5.59 243,291 3 BI 213,052 4.89 213,052 4 BJ 107,098 2.46 107,098 6 AX 180,613 4.15 180,613 SUBTOTAL 744,054 17.08 AVERAGE: 186,014 OF TOTAL 11% RIGHT-OF-WAY (PRIVATE) USE DESIGNATION O 1 RC 225,152 5.17 225,152 1 RF 66,876 1.54 66,876 2 RB 139,192 3.20 139,192 3 RD 88,815 2.04 88,815 4 RA 167,649 3.85 167,649 4 RH 73,186 1.68 73,186 5 RG 77,902 1.79 77,902 6 RE 150,916 3.46 150,916 1A AD1 34,504 0.79 34,504 1B AJ1 16,702 0.38 16,702 2A BC1 28,684 0.66 28,684 4A BM1 24,073 0.55 24,073 4A BM2 1,928 0.04 1,928 5A AK1 15,319 0.35 15,319 SUBTOTAL 1,110,898 25.50 AVERAGE: 79,350 OF TOTAL %UTILITY 16% IRRIGATION & MAINTENANCE 1 AG 58,252 1.34 58,252 WATER & WASTEWATER UTILITY 1 AO 47,383 1.09 47,383 6 AR 50,021 1.15 50,021 SUBTOTAL 155,656 3.57 AVERAGE: 51,885 OF TOTAL %TOTAL 2% 6,933,010 159.16 1 THE USE DESIGNATIONS IDENTIFIED HEREON REPRESENT THE INTENDED USE DESIGNATION OF EACH LOT AND TRACT FOR PURPOSES OF APPLYING THE PROVISIONS OF THE PUD GUIDE. IN ACCORDANCE WITH THE PUD GUIDE, THE FINAL LEGAL BOUNDARIES OF ALL LOTS AND TRACTS IS ESTABLISHED UPON RECORDATION OF AN APPROVED FINAL PLAT FOR EACH FILING. PUD NOTES 1, PUD STANDARDS A) DWELLING UNITS PERMITTED: A TOTAL OF THREE HUNDRED AND SIXTY-SIX (366) DWELLING UNITS ARE ALLOWED WITHIN THE RIVER EDGE COLORADO PUD DISTRICT. B) CONTROLLING DOCUMENTS: THIS PUD PLAN IS SUPPORTED BY THE PUD DEVELOPMENT GUIDE FOR RIVER EDGE COLORADO (PUD GUIDE) RECORDED WITH RECEPTION # IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER; THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR RIVER EDGE COLORADO (CORS) RECORDED WITH RECEPTION # IN OFFICE OF CLERK AND RECORDER; AND PROJECT DOCUMENTS IDENTIFIED WITHIN THE PUD GUIDE. THE LOT AND TRACT USE DESIGNATION TABLE HEREON IDENTIFIES THE LAND USE DESIGNATIONS OF ALL LOTS AND TRACTS WITHIN THE RIVER EDGE COLORADO PUD EXCEPT AS MAY OTHERWISE BE ESTABLISHED BY ADDENDUMS AND AMENDMENTS HERETO AS PROVIDED BY THE PUD GUIDE. ALL DEVELOPMENT AND USES WITHIN THE RIVER EDGE COLORADO PUD SHALL CONFORM TO THIS PUD PLAN, PUD GUIDE, CCRS, AND PROJECT DOCUMENTS. C) RELATIONSHIP TO OTHER REGULATIONS: THE PROVISIONS OF THIS PUD PLAN, THE PUD GUIDE AND PROJECT DOCUMENTS SHALL PREVAIL AND GOVERN THE DEVELOPMENT OF THE RIVER EDGE COLORADO PUD, PROVIDED, HOWEVER, THAT WHERE THE PROVISIONS OF THIS PUD PLAN, THE PUD GUIDE, AND PROJECT DOCUMENTS DO NOT ADDRESS A PARTICULAR SUBJECT, THE PROVISIONS OF THE ULUR OR ANY OTHER APPLICABLE RESOLUTIONS OR REGULATIONS OF GARFIELD COUNTY SHALL BE APPLICABLE AS SPECIFICALLY PROVIDED BY THE PUD GUIDE. D) PHASING: PHASING SHALL GENERALLY FOLLOW SUBDIVISION UNITS (I.E., FILINGS) AS PROVIDED FOR BY THE PUD GUIDE. 2. ROADS A) PRIVATE ROADS AND ALLEYS: ALL ROADS AND ALLEYS SHALL BE OWNED, OPERATED AND MAINTAINED AS PRIVATE ROADS AND ALLEYS BY THE RIVER EDGE COLORADO PROPERTY OWNERS' ASSOCIATION, INC. (POA). ROADS AND ALLEYS SHALL BE ACCESS RESTRICTED IN ACCORDANCE WITH THE PUD GUIDE UNTIL AND UNLESS SAID ROADS ARE DEDICATED AS PUBLIC ROADS. B) EMERGENCY ACCESS: ACCESS ACROSS ALL RIGHT-OF-WAY TRACTS SHALL BE GRANTED TO EMERGENCY SERVICE PERSONNEL IN ORDER TO PROVIDE EMERGENCY SERVICES TO THE LOTS AND TRACTS LOCATED WITHIN RIVER EDGE COLORADO. EMERGENCY VEHICLE ACCESS (EVA) EASEMENTS SHALL BE PROVIDED TO STATE HIGHWAY 82 RIGHT-OF-WAY AND EVA ROADS DEPICTED HEREON SHALL BE CONSTRUCTED AS PART OF THE SUBDIVISION IMPROVEMENTS. 3. DRAINAGE A) DRAINAGE AND DRAINAGE FACILITIES MAINTAINED: DRAINAGE AND DRAINAGE FACILITIES LOCATED WITHIN AND 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 FACILITIES SERVING AN INDIVIDUAL LOT IS THE RESPONSIBILITY OF THE PROPERTY OWNER. MODIFICATION OF DRAINAGE FEATURES SHALL BE APPROVED BY THE POA OR ITS ASSIGNS. B) OBSTRUCTION OF DRAINAGE AND UTILITY EASEMENTS: NO PROPERTY OWNER NOR THE POA (OR ITS ASSIGNS) SHALL OBSTRUCT ANY DRAINAGE OR UTILITY EASEMENTS. ONLY NON -DRAINAGE OR NON-UTILITY RELATED FACILITIES SPECIFICALLY AUTHORIZED BY THE PUD GUIDE SHALL BE PLACED OR LOCATED WITHIN ANY DRAINAGE OR UTILITY EASEMENT. THE PROPERTY OWNER OR POA (OR IT ASSIGNS) RESPONSIBLE FOR PLACING A NON -DRAINAGE OR NON-UTILITY RELATED FACILITY WITHIN A DRAINAGE OR UTILITY EASEMENT SHALL BE RESPONSIBLE FOR ANY DAMAGE TO DRAINAGE OR UTILITIES CAUSED BY SUCH LOCATION. A UTILITY COMPANY OR POA (OR ITS ASSIGNS) SHALL NOT BE RESPONSIBLE FOR DAMAGE TO ANY NON -DRAINAGE OR NON-UTILITY 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 ITS 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 STORMWATER ACROSS RIVER EDGE COLORADO AS NECESSARY TO PROVIDE FOR EFFECTIVE DRAINAGE WITHIN RIVER EDGE COLORADO AND PROPERTIES HISTORICALLY DISCHARGING STORMWATER THROUGH RIVER EDGE COLORADO. ACTIVITIES WITHIN THESE AREAS SHALL NOT DISRUPT OR ALTER SAID THE TRANSMISSION OF STORMWATER IN ANY MANNER UNLESS SUCH DISRUPTION OR ALTERATION IS APPROVED BY THE POA (OR ITS ASSIGNS) AND SAID CHANGES CONFORM TO GARFIELD COUNTY REQUIREMENTS AND APPLICABLE LAW. TABLE 3 - DEDICATIONS BY FILING 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 # 559036 IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER. (CONSERVATION EASEMENT) B) PET RESTRICTION: THE KEEPING OF PETS SHALL BE IN ACCORDANCE WITH THIS PUD PLAN, THE PUD GUIDE, CCRS AND SECTION 5.6 OF THE CONSERVATION EASEMENT. C) HERON PROTECTION ZONE: PROPERTY LOCATED SOUTH OF CATTLE CREEK AND WITHIN THE "HERON PROTECTION ZONE" AS DEPICTED HEREON SHALL BE BERMED AND VISUALLY SCREENED IN ACCORDANCE WITH SECTION 5.3(B) OF THE CONSERVATION EASEMENT. D) CONSERVATION EASEMENT ACCESS CONTROL AREA: AREAS DEPICTED HEREON AS "CONSERVATION EASEMENT ACCESS CONTROL AREA" SHALL BE PLANTED AND BERMED AS APPROPRIATE AND IN CONSULTATION WITH THE ROARING FORK CONSERVANCY TO HELP TO DISCOURAGE ACCESS INTO THE CONSERVATION EASEMENT. SCREENING AND BUFFERING APPROVED PURSUANT TO THE APPLICABLE PROVISIONS OF THE CONSERVATION EASEMENT SHALL BE COMPLETED IN ACCORDANCE WITH THE SCHEDULE OF IMPROVEMENTS IDENTIFIED IN THE DEVELOPMENT AGREEMENT. MAINTENANCE OF THESE SCREENS AND BUFFERS SHALL BE PROVIDED BY THE POA (OR ITS ASSIGNS) AND THE SPECIFIC AREAS SUBJECT TO THESE RESTRICTIONS SHALL BE IDENTIFIED ON EACH FINAL PLAT. IN ADDITION, SIGNAGE SHALL BE PROVIDED AND MAINTAINED WITHIN THE "CONSERVATION EASEMENT ACCESS CONTROL AREA" THAT IDENTIFIES THE AREA AND DISCOURAGES OR RESTRICTS ACCESS AS REQUIRED BY THE CONSERVATION EASEMENT. E) CONSTRUCTION SEASON RESTRICTIONS: CONSTRUCTION WITHIN THE HERON PROTECTION ZONE SHALL BE RESTRICTED IN ACCORDANCE WITH THE CONSERVATION EASEMENT (SEE ALSO NOTE 6A). F) BUILDING HEIGHT AND DECK RESTRICTIONS: NO RESIDENTIAL LOTS ARE LOCATED WITHIN AREAS SUBJECT TO THE BUILDING HEIGHT AND DECK LIMITATIONS ASSOCIATED WITH THE CONSERVATION EASEMENT. ALL HEIGHT AND DECK RESTRICTIONS SHALL BE AS INDICATED IN THE PUD GUIDE. 5. EASEMENT AND LOT AND TRACT BOUNDARIES LOCATIONS A) EASEMENT LOCATIONS APPROXIMATE: THE FILING OF THIS PUD PLAN DOES NOT ESTABLISH EASEMENTS. EASEMENTS SHALL ONLY BE ESTABLISHED BY DEED, FINAL PLAT, CCRS, OR OTHER WRITTEN GRANT OF EASEMENT OR AS OTHERWISE PROVIDED BY LAW. PROPOSED EASEMENT LOCATIONS DEPICTED HEREON REPRESENT THE APPROXIMATE LOCATION AND EXTENT OF THE EASEMENTS THOUGHT TO BE NECESSARY TO SERVICE THE RIVER EDGE COLORADO PUD AND SURROUNDING PROPERTIES. THE SPECIFIC EASEMENTS SHALL BE ESTABLISHED BY THE FINAL PLAT ASSOCIATED WITH EACH FILING. B) 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 PLAT. LOT AND TRACT BOUNDARIES AS DEPICTED HEREON REPRESENT THE APPROXIMATE INTENDED LOT AND TRACT BOUNDARIES. LOT AND TRACT BOUNDARIES SHALL BE CREATED BY THE FINAL PLAT ASSOCIATED WITH EACH FILING. 6. WILDLIFE RESTRICTIONS A) HERON ACTIVITY ZONE: FROM MARCH 1 THROUGH AUGUST 1, NO EXTERNAL CONSTRUCTION ACTIVITIES OR NEW BUILDING ERECTION, CRANE USE, OR CONSTRUCTION MAY OCCUR WITHIN THE 200 METER "HERON ACTIVITY ZONE" AROUND AN IDENTIFIED ACTIVE HERON NEST. THE PUD PLAN IDENTIFIES THE CURRENT BOUNDARIES OF THE "HERON ACTIVITY ZONE" BASED ON THE LOCATION OF CURRENTLY ACTIVE HERON NESTS. THIS ZONE SHALL CHANGE FROM YEAR-TO-YEAR AND SHOULD NOT BE CONSIDERED TO BE A PERMANENT LOCATION AS DEPICTED ON THE PUD PLAN. A 200 METER HERON ACTIVITY ZONE SHALL BE ANNUALLY PLACED AROUND TREES WITH ACTIVE HERON NESTS DURING THE PERIOD OF INITIAL CONSTRUCTION OF INFRASTRUCTURE AND HOMES. THE "HERON ACTIVITY ZONE" WILL BE SET ANNUALLY BY A SITE VISIT TO HERON NESTING TREES BY AN ACCREDITED WILDLIFE BIOLOGIST DURING THE SPRING MONTHS. THIS ZONE IS NOT APPLICABLE TO EMPTY OR UNUSED NESTS OR ROOST TREES. AFTER THE COMPLETION OF ALL INFRASTRUCTURE AND INITIAL HOME CONSTRUCTION WITHIN THE REC PUD, THE "HERON ACTIVITY ZONE" CONSTRUCTION RESTRICTION SHALL NO LONGER BE APPLICABLE. SCREENING HAS ALSO BEEN PROVIDED AS A MEANS OF MITIGATING POTENTIAL EFFECTS TO HERONS WITHIN OPEN SPACE TRACTS WITHIN OR NEAR THE EXISTING "HERON ACTIVITY ZONE" DEPICTED ON THE PUD PLAN. THESE PLANTINGS SHALL BE MAINTAINED BY THE POA IN ACCORDANCE WITH THE CCRS. SCREENING STANDARDS ARE SPECIFICALLY PROVIDED IN THE LANDSCAPE SECTION (SECTION IX OF THIS PUD GUIDE) AND THE DESIGN GUIDELINES. TRAIL CLOSURES SHALL BE MAINTAINED AS PROVIDED FOR BY THE CCRS. ACTIVITIES WHICH MAY BE NECESSARY TO ENSURE SUCCESSFUL REVEGETATION AND SUSTAIN PLANTS WITHIN THE HERON ACTIVITY ZONE, 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 RESTRICTION. 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 OTHERWISE PROVIDED BY THE PUD GUIDE AND CCRS. 7. GEOHAZARD RESTRICTIONS 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 BUFFER ZONE: NO STRUCTURES SHALL BE LOCATED WITHIN A DESIGNATED "GEOHAZARD BUFFER ZONE" AS DEPICTED HEREON UNLESS INVESTIGATIONS ARE COMPLETED AND APPROPRIATE MITIGATION MEASURES ARE PROPOSED BY A QUALIFIED ENGINEER AND SUCH MITIGATION IS IMPLEMENTED AS PART OF CONSTRUCTION. UTILITIES AND ROAD CROSSINGS OF A "GEOHAZARD BUFFER ZONE" SHALL BE MITIGATED AT TIME OF CONSTRUCTION. ALL MITIGATION MEASURES SHALL CONFORM TO THE REQUIREMENTS OF THE PUD GUIDE AND ANY HAZARD MITIGATION PLAN APPROVED AS PART OF A FINAL PLAT. 8. UTILITY EASEMENTS AND RIGHT-OF-WAY TRACTS: ALL UTILITY EASEMENTS AND RIGHT-OF-WAY TRACTS ARE PROVIDED FOR THE BENEFIT OF THE RIVER EDGE PROPERTY OWNERS AND SHALL BE UTILIZED BY UTILITY PROVIDERS FOR THE PURPOSES OF SERVING THE RIVER EDGE COLORADO PUD WITH UTILITIES. UTILITY PROVIDERS ARE OBLIGATED TO COORDINATE THE PLACEMENT OF UTILITIES WITH THE POA (OR ITS ASSIGNS) PRIOR TO PLACING OR LOCATING UTILITIES WITHIN SAID UTILITY EASEMENTS AND RIGHT-OF-WAY TRACTS. 9. OPEN SPACE AND TRAIL RESTRICTIONS A) RFTA TRAIL AND CONSERVATION EASEMENT ACCESS: ACCESS TO ROARING FORK TRANSIT AUTHORITY (RFTA) 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 RFTA OR RFC, AS APPROPRIATE, AND THE OWNER OF ANY PROPERTY OVER WHICH SUCH ACCESS WILL CROSS. B) TRAIL CLOSURES: TRAILS WITHIN OPEN SPACE TRACTS SHALL BE CLOSED DURING THE SENSITIVE DEER AND ELK WINTER SEASON (DECEMBER 1 THROUGH MARCH 31). TRAILS SHALL ALSO BE CLOSED IN ASSOCIATION WITH THE REQUIREMENTS OF THE "HERON ACTIVITY ZONE" PURSUANT TO NOTE 6A. 10. AFFORDABLE HOUSING: 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. 11. DEDICATION AND MAINTENANCE OF TRACTS: IN ACCORDANCE WITH APPLICABLE LAW AND CCRS, ALL OPEN SPACE, COMMON AREA, GARDEN/ORCHARD, PARK, NEIGHBORHOOD CENTER, RIGHT-OF-WAY, WATER & WASTEWATER, AND IRRIGATION & MAINTENANCE TRACTS SHALL BE HELD BY THE POA FOR THE BENEFIT OF THE PROPERTY OWNERS WITHIN THE RIVER EDGE COLORADO PUD. 12, EROSION AND SEDIMENT CONTROL, LANDSCAPING AND IRRIGATION: 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 PLAT 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, CCRS, AND ANY LIMITATIONS ASSOCIATED WITH THE WATER RIGHTS UTILIZED TO SERVE THE RIVER EDGE COLORADO PUD. 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 COUNTY 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. FILING OPEN SPACE OTHER COMMUNITY SPACES 1 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 (%) 1 3.07 8.8% 3.07 8.8% 7.18 20.5% 7.18 20.5% 5.59 16.0% 5.59 16.0% 45.2% 1B 0.00 0.0% 3.07 8.4% 0.00 0.0% 7.18 19.6% 0.00 0.0% 5.59 15.3% 43.3% 2 1.69 14.0% 4.76 9.8% 2.27 18.8% 9.45 19.4% 0.00 0.0% 5.59 11.5% 40.7% 2A 0.00 0.0% 4.76 9.2% 0.00 0.0% 9.45 18.2% 0.00 0.0% 5.59 10.8% 38.2% 1A 0.00 0.0% 4.76 8.7% 0.00 0.0% 9.45 17.2% 0.00 0.0% 5.59 10.2% 36.1% 3 7.03 35.0% 11.79 15.7% 0.53 2.6% 9.97 13.3% 4.89 24.4% 10.48 14.0% 43.0% 4 9.45 34.3% 21.23 20.7% 1.77 6.4% 11.74 11.5% 2.46 8.9% 12.93 12.6% 44.8% 4A 0.00 0.0% 21.23 20.1% 0.00 0.0% 11.74 11.1% 0.00 0.0% 12.93 12.3% 43.5% 5 3.15 22.3% 24.38 20.4% 3.51 24.9% 15.25 12.8% 0.00 0.0% 12.93 10.8% 44.0% 5A 0.00 0.0% 24.38 20.2% 0.00 0.0% 15.25 12.6% 0.00 0.0% 12.93 10.7% 43.5% 6 16.12 42.2% 40.50 25.4% 1.64 4.3% 16.89 10.6% 4.15 10.9% 17.08 10.7% 46.8% 1 EXCLUDES NEIGHBORHOOD CENTER 2INCLUDES BOTH GENERAL AND GARDEN/ORCHARD COMMON AREA TABLE 4 - LANDSCAPE AREAS AND STANDARDS TRACT TYPE TRACT IDENTIFICATION LANDSCAPE STANDARD1 OPEN SPACE AH, AN, AP, AQ, AU, BB, BH1, BH2, BN, BO, CE OPEN SPACE LANDSCAPE STANDARD COMMON AREA AC, AE, AL, AT, AV, AY, AZ, BD, BE, BF, BG, BK, BL, BQ, BR, BS, BT, BU, BV, CD COMMON AREA LANDSCAPE STANDARD GARDEN/ORCHARD AB, AM, BA GARDEN/ORCHARD LANDSCAPE STANDARD UTILITY3 AG, AO, AR UTILITY LANDSCAPE STANDARD NEIGHBORHOOD CENTER AA NEIGHORHOOD CENTER LANDSCAPE STANDARD PARK AI, AX,BI, BJ PARK LANDSCAPE STANDARD RIGHT-OF-WAY RA, RB, RC, RD2, RE, RF, RG, RH (AND AD1, AJ1, AK1, BC1, BM1, BM2) RIGHT-OF-WAY LANDSCAPE STANDARD 1 LANDSCAPE PLANS MEETING THE LANDSCAPE STANDARDS CONTAINED IN THE PUD GUIDE 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. 2 TRACT RD SHALL BE LANDSCAPED IN ACCORDANCE WITH OPEN SPACE LANDSCAPE STANDARDS WHEN PLATTED UNLESS ROAD EXTENSIONS TO THE NORTH ARE PLANNED AND APPROVED, AND SAID EXTENSIONS WILL BE CONSTRUCTED AS PART OF THE SUBDIVISION IMPROVEMENTS AS PART OF SUBDIVISION FILING. WHEN ROADS ARE EXTENDED TO THE NORTH THROUGH TRACT RD, TRACT RD SHALL BE LANDSCAPED OR RE -LANDSCAPED IN ACCORDANCE WITH THE RIGHT-OF-WAY LANDSCAPE STANDARD. 3INCLUDES IRRIGATION & MAINTENANCE AND WATER & WASTEWATER UTILITY TRACTS. TABLE 5 - LOTS BY FILING, AFFORDABLE HOUSING, AND CONSTRUCTION SCHEDULE 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) UTILITY SOURCES POTABLE WATER:1 SANITARY SEWER:1 ELECTRICITY: NATURAL GAS: TELEPHONE: CABLE: RAW WATER IRRIGATION:1 ROARING FORK WATER AND SANITARY DISTRICT OR ALTERNATIVE ROARING FORK WATER AND SANITARY DISTRICT OR ALTERNATIVE HOLY CROSS SOURCE GAS QWEST COMMUNICATIONS COMCAST RIVER EDGE PROPERTY OWNERS ASSOCIATION, INC. 1LOT 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 LOTS BY FILING AFFORDABLE LOT SUMMARY CONSTRUCTION ESTIMATE ESTATE1 TOWN VILLAGE ATTACHED GARDEN HOMES AFFORDABLE CUMULATIVE AFFORDABLE (%) 1 0 39 0 20 0 0 0.0% 2012-2014 1B 0 0 0 0 13 13 18.1% 2012-2014 2 0 5 12 19 0 0 12.0% 2013-2015 2A 0 0 0 0 28 28 30.1% 2013-2015 1A 0 0 0 0 21 0 26.1% 2014-2016 3 0 35 1 0 0 0 21.2% 2014-2016 4 0 44 8 0 0 0 16.7% 2015-2017 4A 0 0 0 0 19 0 15.5% 2015-2017 5 0 27 0 0 0 0 14.1% 2016-2018 5A 0 0 0 0 14 14 18.0% 2016-2018 6 9 17 35 0 0 0 15.0% 2017-2019 9 167 56 39 95 55 15.0% 2012-2019 1 INCLUDES EXECUTIVE LOT 7 OWNER/DEVELOPER: wirtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 4 1 m c co co Logistics I Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'b c tilhAPP TUTTLE SURVEYING SERVICES TUTTLE SI/RPM/VC SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jef,/riotss-u& com LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (970)949-0257 FAX (970)949-1080 KEY MAP: 1 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 PUD PLAN GENERAL NOTES (2 OF 8) SHEET NUMBER: PUD02.01 1 2 3 4 5 6 7 8 9 10 C7 0 z a a a 08 00 0 0 Y 00 z 0 0 H G F E 3 4 6 7 9 RURAL I� (SINGLE FAMILY 1 1 WAI 41'9 PROP. 40' ACCESS& A.\ `UTILITY EASEMENT PER ' , BOOK 1217 PAGE 610 RESIDENTIAL SUBURBAN (VACANT) 681932E9 343.07 - - le 7, SECTION LINE \ EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE I AMENDED BY BOOK 1217 PAGE 593 \ TOWNSHIP LINE TRACT RH (ROW) 73186 SF EXIST. 20' OPEN SPACE CONSERVATION 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 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT \ PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 \ 724 n \ \ EXIST.400EASEMENT, BOOK 1142 PAGE AND EAMENDMENT BOOK 1217 PAGE 588 74 T E0 (O00N 04466) ! V \ \ 68465\82. \ S. 1 \ \ EXIST. BIKE '\ TRAIL EXIST. 100-7R FL000PLN4 TrP. TRACT BM (GARDEN HOMES) 128350 SF. (SEE SHEET P0004.01) D RURAL gyp. (SINGLE FAMILY HOME) �M d' -I C B TRACT Hy (OPEN 343044 '4 IST. 25' LENWOOD DITCH 1 SEMEN0 GRANT ` ,1 jt C. NO. 798016 100 0 100 200 SCALE IN FEET RESIDENTIAL \\\ SUBURBAN V (VACANT) \\\ \ - EVA EASEMENT TO SH82 \ \ (TO BE DEFINED AT TIME OF FINAL PLAT) PROP. EVA CROSSING RFTA (CO STf6UCTED TO -PROP. 20' EVA 4619\ 0A\JDARDS) CROSSING EASEMENT ` \ • 1 A 1 \ \ 1\ \ U5o`oo A♦ r� 1� \ \ \ II1 PLA.IVN UNIT DE EMENT (OP N/ PACE & SI IFAMILY R,L' ENTIAL) EXIST. WETLANDS ttP. /�� 4 A �P60P. 25' GLENWOOD D CH EASEMENT �I I, PLANNED UNIT DEVELOPMENT (CONSERVATION: rWM NW EZ 200 METER HERON PROTECTION AREA REC. N0. 760571 CHERT COURT -Togas(: (arc------ `741-SF. 1 TRACT RO I (ROW) 88815 SF I PROfI. y0' DRAINAGE i1 & ALP EASEMENT • TRACT BI (PARK) 213052 SF LOT 7 la? '000000. reit MATCHLINE SEE SHEET PUD03.02 \ \ \ v \ v \ POCT 8611 A 107061 SPACE)\ \ l 34523 SF NOTES: 1. PROP. 15' DRAINAGE & UTILITY EASEMENT. 2. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. (FRONT) 5EASEMENT } 1 I I w l Iz �I I� �I I� 1 10' EASEMENT' LOT LINE (REAR) TYPICAL LOT UTILITY Sc DRAINAGE EASEMENTS SCALE 900 NOTE: ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN THE PLANS. <5' EASEMENT WHERE REAR LOT UNE IS RIGHT-OF-WAY. CURVE TABLE CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD 01 13.50' 15.19' 64'2800" 851 14.40' 02 44.50' 189.87' 244'2800" 70.57' 75.28 C3 178.00' 62.40' 210510" 31.52' 62.08' C4 7401' 291.31' 225'3148" 176.36' 136.48' C5 97.00' 3.80' 2'14'35 1.90' 380' C6 97.00' 104.52' 61'4413" 57.98 99.54' 07 8.50' 12.43' 83'46'22' 7.62' 11.35' 08 328.00' 79.39' 13'52'05" 39.89' 79.20' C9 328.00' 62.51' 1055'11" 31.35' 62.42' 010 328.00' 6034' 10'3225" 30.26' 60.25' 011 178.00' 4.55' 1'27'47" 2.27 4.55' C12 17800' 57.49' 18'3216" 2900' 57.24' C13 178.00' 60.99' 19'37'58" 30.80' 60.69' C14 7401' 58.83' 45'32'42" 31.07' 57.29' 015 122.00' 95.10' 44'39'46' 50.11' 92.71' C16 27200' 85.62' 18'02'11" 43.17' 85.27' C17 27200' 86.45' 18'12'36" 43.59' 86.08' C18 272.00' 62.19' 13'0558" 31.23' 62.05' C19 272.00' 26.40' 533139" 13.21' 26.39' C20 328.00' 28.66' 5'00'22" 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" 3783' 75.55' C25 722.00' 75.59' 5'59'54" 37.83' 75.55' C26 722.00' 78.76' 6'15'00" 39.42' 78.72' C27 722.00' 22.38 1'4133" 11.19' 22.38' C28 8.50' 13.35' 90'00'00" 8.50' 12.02' C29 266.00' 108.76' 23'25'39" 55.15' 108.01' 030 6.50' 13.35' 90'00810" 8.50' 1202' C31 1746.00' 45.43 1'29'27" 22.72 45.43' C32 8.50' 13.35' 90'00'00' 8.50' 1202' C33 234.00' 95.68' 23'25'39" 48.52 95.01' C34 8.50' 13.25' 89'17'02' 8.39' 1195' C35 778.00' 28.12 204'15" 14.06' 28.12' 036 778.00' 65,29' 4'48'29" 32.66' 65.27' 037 778.00' 65.08' 4'4233" 32.56' 65.06' 038 778.00' 65.08' 4'4733" 32.56' 65.06' C39 778.00' 65.08' 4'4733" 32.56' 65.06' 040 778.00' 40.00' 2156144" 20.00' 39.99' 041 122.00' 31.99' 15'01'25" 16.09' 31.90' C42 8000' 43.62 31'14'25' 22.37' 43.08' C43 272.00' 89.83' 18'53'20" 45.33' 89.42' C44 328.00' 39.56' 6'54'39" 19.81' 39.54' 046 8.50' 12.43' 83'46'22" 7.62' 11.35' C47 153.00' 170.85' 6258'47" 95.57' 162.11' LEGEND RESIDENTIAL USE OTHER COMMUNITY SPACE USE1 UTILDY USE OPEN SPACE USE EXIST. SLOPES GREATER THAN 20% PROP. SLOPES GREATER THAN 20% GEOHAZARD BUFFER ZONE (ND BUILD) SLOPE INSTABILITY AREA EXIST. CONSERVATION EASEMENT HERON PROTECTION ZONE HERON ACTIVITY ZONE 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. WETLANDS - - - - - - EXIST. FLOODPLAIN LIMITS PROP. LOT/TRACT LINE PROP. BLOCK BOUNDARY EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMBS) EXIST. PROPERTY UNE DOT'. TOWNSHIP LINE EXIST. SECTION LINE EXIT. ZONING BOUNDARY [] IXISi. COOT R -0-W MONUMENT 00 EXIST. PROPERTY PIN, N0. 5 REBAR & CAP (L.S. 20133) O EXIST. PROPERTY PIN, N0. 5 REBAR & CAP (L.S. 22680 8.40.) • 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. OWNER/DEVELOPER PiverEdcre 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: TUTTLE SFRYE)03130 S.3RPICES 727 Blake Auenve Glenwood Springs, Co/orodo 81601 (970) 928-9708 (Fox 947-9007) jet/0tssHes. corn LANDSCAPE ARCHITECT: Z,gE, o R E 9N" KEY MAP: 4° ArAir PLAN AREA 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 TIME. RIVER EDGE COLORADO PUD PLAN (3 OF 8) SHEET NUMBER: PUD03.01 2 3 4 6 7 9 10 Q Z L7 0 N H G F E D 0 B 2 3 4 7 9 10 EXIST. WETLANDS j17R) 4U'LTY/DETE Tar 6 Si 7420 SE MATCHLINE SEE SHEET PUD03.01 7�".7 987 1' \EXI5T. 20' OPEN SPACE CONSERVATION \(OPEM SPACE) \ AMENDED BOOK 1143 AT PAGE 1 \)4573 SF \ PM 9050 BY BOOK 1217 PAGE 593 \ 1,\ \'/. EXIST. RAILROAD CORRIDOR BETWEEN Y� \ SANDERS RANCH NORTH PROPERTY LINE \,.� 11 \ (MP 367.3) AND SANDERS RANCH SOUTH \ PROPERTY UNE (MP 368.77) 15 SUBJECT TO LICENSE GRAM BOOK 1142 AT PAGE \ 993 AND AMENDMENT THERETO 6001( \ 1217 AT PAGE 596 4, \ 8' TRAIL ENT TRACT BU (COMMON AREA)Ii 4395 SF r 5061 00w i1 1. LOT 14 'Si 13 7684 57 g11 <:- "59044724Z '- 1- LIT 15 7.4 7 75 S.F. . L07 I8 7533 5F. TRACT RB (806) 139192 SB PLANNED UNIT DEVELOPMENT (CONSERVATION, 712'1 A,, LOT 23 a' 48 053.71'714 AI \ \ 1 TRACE BC (COMMON AREA) 18881 SF PROP. 10' DRAINAGE & UTILE EASEMENT Y \ gyp RESIDENTIAL fiozS tL SUBURBAN • \ (VACANT) 18OO' \ t A EXIST. 100 -YR •, FLOODPIJJN TYP 7' 49935F - TRACT BC (GARDEN HOMES) 137500 S.F. (SEE SHEET 7<004.07) (DEED RESTRICTED AFEOR0ABIE HOUSING) :;ROP. EASE (10 BE DEFINED AT TIME OF FINAL PIAT) PROP- 25' PIPED GLENWOOD'E- DEN EASEMENT J4, '7RACI8E '(GWIMON AREA)' 7856 Sr N1go<301507 V \ L PROP. EASEMEN7 (TO BE DEFINED AT TIME OF FINAL PLAT) TRACT AA (90084ORH007 CENTER) 100709 SF 4', PROP- BUILDING ENVELOPE (250'9160') (TO BE DEFINED AT TIME OF FINAL PLAT) Ya 1 \ 1 \ \ PROP. TRAIL ,t \ REALIGNMENT \,�--\RFtA inAIL • \ 'ACCESS AREA \ (TO BE DEFINED \ AT TIME OF FINAL 4(PLAT) . ` 'ROP. 20' FTA SLOPE EASEMENT.. We 11-1---1' I \ COMMERCIAL (LIMITED) / I 111, 6III 8817. 7.5' EASEMENT, 15' EASTERLY OF AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 V E -I EASEMENT I E-3-88 AS5 54095 SHOWN ON DEPT. OF HIG „Y" RIGHT OF WAY MAPS ROW 200 METER HERON -G.1 780170TIOi4 AREA REG_ N0. 760571 1 TOWNSHIP LINE 807 4 8634 SF ac5Ta5"E PROP. 57' ACCESS, EVA, UTILITY EASEMENT / 8924 SF. 8689 SF EXIST PIPED) ''\ GL789000 DITCH (TO BE RELOCATED) �\ 777.79 25' N 6X1 90071'DITC EASEME91 GRAt41 REC. ND. 798016 ' \-7Rdcrgv� N+s._ (COMMON AREA) '., 20739 SF \ ' 20r 2 9970 S.F. 40407 60.00' 4.4 7551 SF l 175RSF ' 3. EA5T. BUILDING TO 86 REMOVED 6000 5.7. l CROSSING RESERVATION CONSERVATION EASEMENT BOOK 1171 PAGE 929 (ADDITIONAL EASEMENT TO BE RECORDED AT TIME OF FINAL PIAT) EXIST. TO BE REMOVED TRACT.9 PROP. 20' 14 COMMONA'EA REA SLOPE \ .71 702005.. AHEM 17 /.2,�4 1 MERCIAL 1 <itidTEla ROW 1 EXIST. LICENSE GRANT AT MP 368+343, BOOK 1142 PAGE 979 AMENDMENT TO LICENSE GRANT BOOK 1217 PAGE 601 TO BE UTILIZED FOR ACCESS ACROSS RFTA ROW AT THIS LOCATION N S co N 1 / \ OPE S'ACE EASEMENT BOOK 11434; 11 _111.111. --PAGE 1 AMENDED BY 8001( 1217 I 1 PAGE 593 rum 1,1 COMMERCIAL (LIMITED) `-PROP EO' ORgINAGE 000080 EASEMFArT & 008177 (73510 87A) PROP. RAW WATER IRRIGATION PRE-TREATMENT) DETENTION POND EASEMENT �� TRACT AK 7 (GARDEN HOMES) 63039 SF. SHEET 7000409 8770808807) 8005790) TRACT AO (GARDEN HOMES) 130999 SF (SEE SHEET 70004.02) ti N 100 100 200 SCALE IN FEET MATCHLINE SEE SHEET PUD03.03 CURVE TABLES TRACT AG (IRRIGATION & MAINTENANCE) 58252 5.7 PROP. 88 T! EASEMENT 0,35'10, vim I- CURVE ND. RADIUS LENGTH DELTA TANGENT CHORD CURVE Na 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 CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C100 1028.00' 49.30' 24481" 24.65' 49.29' 6175 128.00' 75.47' 33'47'01" 3887' 74.38' 0130 197.00' 101.18 202538" 5173' 100.07' 7745 8.50' 13.35 9000'00" 8.50 12.02' 0160 70.50' 5526' 44'5143" 29.14' 53.86' C175 208.00 13.29' 3'39'36" 6.65' 13.28' 7701 1028.00' 65.04' 3'37'37' 32.53' 65.03' 7116 8.50' 12.50 84'16'57" 7.69' 1141' 0131 23800' 1754' 4'13'17" 877' 17,53' C146 6800' 3737' 31'29'07" 19-17' 36.90' 0161 276.50' 170.07' 35'14'33" 8782' 16741' C176 8.50' 13.35' 90'00'00" 8.50' 12.02' C102 1028.00' 65.31' 338'23' 32.66' 65.29' C117 378.00' 4.62' 142'01" 2.31' 4.62' C132 238.00' 84.39' 2079'01" 42.64' 83.95' C147 68.00' 69.55' 58'3158" 38.16' 66.56' 0162 2765.00' 315.47' 13214" 157.91' 315.30' 0777 8.50' 13.35' 90'0000" 855' 1202' 0103 1028.00' 40.01' 213'48" 20.01' 4001' 0118 212.00' 70.59' 19'0643° 35.63' 70.27' C133 238.00' 21.15' 10132" 10.58' 21.15' 0148 9200' 144.65' 90'05'05° 92.14' 130.20' 0163 2815.00' 306.02' 61043" 153.17 305.87' C178 472.00' 13.01' 63647" 6.51' 13.01' C104 1028.00' 65.19' 3'38'00" 32.60' 65.18' 0119 212.00 46.15' 122819" 23.17' 46.06' C134 8.50' 13.35' 89'59'58" 8.50' 12.02' 0149 275.30' 25.61' 119'50" 72.82' 25.60' C164 2915.00' 282.60' 13017" 141.41' 282.49' C180 152.00' 51.85' 19'3838" 26.18' 51.60' C105 1028.00' 61.42' 3'2124" 30.72' 61.41' 0120 268.00' 21.34' 63346" 10.68' 21.34' C135 262.00' 43.53' 9'31'07" 21.81' 43.48' C150 276.49' 87.25' 78'04'52" 43.99' 86.89' 0165 2815.00' 117.67' 02342" 58.84' 117.66' 0181 15200 44.64' 16'49'35" 22.48 44.48' 0106 128.00' 140.48' 62'52'50" 78.21 133.53' C121 268.00' 67.37' 13'07'16" 30.82' 61.24' C136 262.00' 51.90' 11'2056" 26.03' 51.81' C151 61.55' 50.50' 47'0025" 26.77' 49.10' C166 20800 45.18' 122146" 22.68' 4509' C182 15200' 89.45' 314301" 46.06' 88.16' C107 92.00' 54.81' 360800" 28.24' 5400' C122 268.00 9.71 704'31° 4.85' 9.71 C137 262.00' 40.07' 84147° 2008' 4003' C152 63.56' 54.58' 491222° 29.10' 52.92' 0167 208.00' 15.25' 61001" 7.63' 15.24' C183 15200 700.67' 37'5127" 52.23' 98.78' 0108 972.00' 55.60' 316'38" 27.87' 55.59' 0723 25300' 753.54' 3646'20" 79.27 151.20' C138 70.50' 58,02' 47'01158" 30.76' 56.39' 0153 2765.00' 105.74' 21428" 52.87' 705.73' C168 208.00 61.17 115000" 30.78' 60.89' 0184 15200' 53.60 204217" 27.08 53.32' 7109 972.00' 73.36' 619'28" 36.70' 73.31 6124 32200' 281.10 500607" 150.27' 272.26' 6139 70.47 66.29' 53'5418" 3583' 63.87' 0754 223.55' 139.34' 3842'48" 72.02' 137.10' 7769 20800 61.39' 16'5138 30.92 61.17' C185 476.50 65.57' 7'5103" 3284' 65.52' C110 97200' 73.79' 620'58' 3691' 73.77' C125 26800' 5515' 11'47'29° 27.67' 55.06' 0140 7046' 0.61' 129'45° 0.30' 0.61' C155 70.00' 35.11' 2831'56' 17.93' 3475' C170 208.00' 55.58' 15'18'34" 2796' 5541' C186 52350 1806' 1'58'35" 9.03' 1806' C111 97200' 74.65' 624'02" 3734' 74.63' C126 8.50 12.55' 863452' 7.73' 11.44' C141 223.51' 52.99' 13'3105" 2662' 52.87' C156 70.50' 16.28' 13'1856" 8.18 16.25' C171 20800 63.49' 17'29'25" 32.00' 63.25' C187 523.50' 64.27' 70204" 32.18' 64.23' 7172 972.00' 50.00' 05751" 25.01' 50.00' 0127 378.00' 253.88' 38'28'58" 131.94' 249.14' C142 222.00' 20.64' 519'41" 10.33' 20.64' C157 68.50' 57.66' 4813'31" 30.66' 55.97' 0172 208.00 3.26' 0'53150" 1.63' 3.26' 0113 7200 3154' 25'05'52" 16.03' 3129' 0128 197.00' 141.18' 41'0836" 73.77' 138.17' C143 68.00 40.57 3608'00" 20.88' 39.91' C158 253.00' 142.08' 3210'34" 72.97' 140.22' 0173 20800' 52.65' 14'30'12' 26.47' 52.51' C114 72.00' 97.24' 77'2049" 57.66' 90.02' 6129 72.00' 42.45' 3347'01" 21.86' 41.84' 7744 128.00' 6443' 28'5020" 3291' 63.75' C159 70.56' 58.88' 424847° 31.28' 57.19' 0174 208.00 6610' 18'12124" 33.33 65.82 OWNER/DEVELOPER: RiverEdi COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Ne 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: !Lail TUTTLE SCRPEY/2VC SER7!C6'S 727 Blake Auenve Glenwood Springs, Colorodo 81601 (970) 928-9708 (Fax 947-9007) jeffBtss-us. corn LANDSCAPE ARCHITECT: H ANS ASSOCIATE E 9No KEY MAP: 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 TIME. RIVER EDGE COLORADO PUD PLAN (4 OF 8) SHEET NUMBER: PUD03.02 2 4 6 7 8 9 10 00 z a 0 0 Q U 0 0 2) Z w 1 0 07 0 H G F E D C B 2 3 4 6 PROP. 20' DRAINAGE & UTILITY EASEMENT 7 - (G463TRACT0< FILING 5A 9ib0E5) I (SEE SHEET PI1004 02) 1 DEED RESTRICTED 4F00804200 HOUS1NG) MATCHLINE SEE SHEET PUD03.02 I00<00 FILING Ti (GARDEN 41080,9 Imo +' (SEE SHEET 0'0004.02) ▪ IM PROP. RAW WATER IRRIGATION PRE-TREATMENT/ DETENTION POND EASEMENT PROP. 8' TRAIL EASEMENT OCT AC (00MM0N AREA) 173540 SF ".f.:9, TRACT AN (OPEN SPACE) ,0137178 Si TRACT AI ORD28H0400) 6(SEE SHEET PUD04.02) 'DEED RESTRICTED AFFORDABLE HOUSING) k 2S 70407 40 (WATER 9 WASTEWATER 0000) 47383 SE. PROP. 30'""' DRAINAGE & UTILITY -EASEMENT"' FIs 11 1 d I 1 1 111 '1 ,I / I 1 1 .1-,,I r�V., 1 �/. 1 I ) Tgi1 I I r - I 011P. BUILDING ENVELOPE ▪ I51) G'xG') I I ' , !TOIZBEsDEFINED AT IIM1 01 FINAL PLAT) '.. (997<49l6� PLANNED UNIT DEVELOPMENT (CONSERVATION) 0T ROW EXIST. WETLANDS CURVE TABLES v a ca co oo CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C200 213.00 49.84' 133427 25.04' 49.73' C258 8.50' 1277 86'05'56' 7.94' 11,60 0201 8.50 1194' 00'3055 7.20' 10.99' 0259 247.00' 174.22' 40'2450" 90.91' 170.63 C204 8.50 1194' 80'3055 720 10.99' 0260 102.00' 16022' 90'00'00" 102.00' 144.25 0205 213.00' 315.14' 84'4619" 194.40' 287.18' 0261 78.00' 11678' 85'46'48" 72.46' 106.17 0206 572.00' 64.77' 02915" 32.42' 64.73' C262 78.00' 5.74 4'13'12 2.87' 5.74' 0207 572.00' 72.13' 713'29" 36.11' 7208' 0263 888.00' 24.76' 1'35'51" 12.38' 24.76' C208 572.00' 12.10' 1'12'42" 6.05' 12.09' 0264 428.00' 18.61' 2'29'27" 9.31' 18.61' 0207 268.00' 19.29/ 4'07'26" 9.65' 19.29' C265 888.00' 59.49' 050'19" 29.76' 59.48' C210 268.00' 20.13' 4'18'09" 10.07' 20.12' C266 428.00' 50.00' 641'36" 25.03' 49.97' C211 268.00' 90.69' 19'23'19" 45.78' 90.26' 0267 888,00' 56.39' 138'18° 28.20' 56.38' 0212 8.50' 12.23' 82'24452" 7.44' 11.20' 0268 428.00' 5000 641'36" 25.03' 49.97' 0213 268.00' 5843' 12'29'34" 29.33' 58.32' 0269 888.00' 56.46' 3'38'34" 28.24' 56.45' C214 268.00' 80.52 17'13'01" 40.57' 8023' 0270 42.8.00' 50.00' 6'41'36" 25.03' 49.97' 0215 268.00' 62.02' 13'15'33" 31.15' 61.88' 0271 888.00' 18.19' 110'25" 9.10' 18,19' 0216 268.00' 3.52' 0'45'06" 1.76' 3.52' C272 42810' 50.00' 6'41'36" 25.03' 49.97' 0217 772.00' 107.66' 7'59'26" 53.92' 107.58' C273 428.00' 50.00' 6'41'36" 25.03' 49.97' 0218 150.01' 59.25' 22'37'52" 30.02' 58.87' C274 428.00' 50.00' 6'41'36" 25.03' 49.97' C219 150.01' 61.64' 2032'41" 31.26' 61.21' 0275 163.00' 34.65' 12'10'45" 17.39' 34.58' 0220 150.01' 58.22' 22'14'08" 29.48' 57.85' C276 163.00' 82.26' 28'5449" 42.02' 81.39' C221 150.01' 61.82' 23'36'50" 31.36' 61.39' C277 428.00' 8.00' 1'04'18" 4.00' 8.00' C222 150.01' 61.53' 23'30'11" 31.21' 61.10' C278 163.00' 53.13' 18'40'37" 26.80' 52.90' 0223 150.01' 65.46' 2000'08" 33.26' 6494' 0279 163.00' 73.08' 25'41'17" 37.16' 72.47' C224 150.01' 64.32' 24'34'00" 3266' 63.83' C280 8.50' 13.35' 90'00'00" 8.50' 12.02' 0225 150.01' 61.10' 23'20'16" 30.98' 50.68' 0281 912.00' 11.84' 0'44'37" 5.92' 11.84' 0226 208.00' 94.59' 2103'22" 48.13' 93.78' C282 912.00' 50.00' 208'28" 25.01' 49.99' C227 208.00' 72.74' 20'02'11" 36.74' 72.37' 0283 912.00' 5000' 208'28" 25.01' 49.99' 0220 57.00' 210.07' 211'09'26" 204.44' 109.81' C284 912.00' 50.00 3'08'28° 25.01' 49.99' C227 126.01' 412.86' 187'43'25" 1866.72 251.45' C285 912.00' 1.26' 0'04'44' 0.63' 1.26' C230 772.00' 43.32' 3'12'55" 21.67' 43.32' 0286 187.00' 22.81' 6'59'21" 11.42' 22.80' 0231 208.00' 35.88' 10'09'33" 1849' 36.83' C287 187.00' 5000 1019'11" 25.15' 49.85' 0232 152.00' 34.18' 12'53'08" 17.16' 34.11' C288 187.00' 5000 1019'11" 25.15' 49.85' 0233 828.00' 35.17' 2'30'10" 18.09' 36.17' 0289 153.00' 65.10' 22'53'00" 32.99' 64.57' C234 828.00' 65.48' 4'31'53" 32.76' 65.47' C290 187.00' 72.26' 22'08'28" 36.59' 71.81' C235 828.00' 55.97' 3'52'23" 28.00' 55.96' 0291 163.00' 57.27' 2007'47" 28.93' 56.97' C236 212.00' 19.03' 5'0838 9.52' 19.03' C292 528.00' 10564' 11'27'50" 53.00' 105.47' C237 212.00 121.58' 32'5132 62.51' 119.92' 0293 303.00' 21039 39'46'59" 109.63' 206.19' 0238 8.50' 12.23' 82'2452 744 11.20' 0294 303.00' 23.49' 4'26'28" 1175 23.48' 0239 268.00' 110.54' 2313754" 5607' 109.75' C295 15700' 208.16' 7057'52" 122.58' 193.24' 0240 213.00' 113.93' 300651" 58.36' 112.58' C296 21200' 93.25 251210" 47.39' 92.50' C241 8.50' 11.97' 80'40'48" 7.22' 11.00' C297 157.00' 307.77' 112'19'05" 234.16' 260.80' 0242 107.00' 164.38' 88'01'09" 103.36' 148.68' C298 372.00' 44.52' 15125" 22.29' 44.49' C243 57.00' 31.00' 31'09'26" 15.89' 30.62' 0299 372.00' 69.25' 10'39'56" 34.72' 69.15' 0244 152.00' 131.54' 49'35'07" 70.21' 127.46' 0300 372.00' 81.36' 12'31'50" 40.84' 81.19' 0245 828.00' 30.06' 2'04'48" 15.03' 30.06' 0301 372.00' 69.47' 10'41'58" 34.84' 69.37' C246 212.00' 20.07' 5'25'29" 10.04' 2006' 0302 372.00' 1929' 2'58'14° 9.65' 19.29' 0247 258.00' 60.39' 12'54'36" 30.32' 60.26' 0303 212.00' 101.11' 27'19'38" 51.54' 100.16' 0248 258.00' 21.93' 4'41'17" 10.97' 21.92' C304 212,00' 101.11' 27'19'38" 51.54' 100.16' C249 213.00' 10.88' 2'55'32" 5.44' 10.87' C305 212.00' 15.13' 4'21'31° 8.07' 16.12' 0250 213.00' 60.82' 16'21'40" 30.62' 60.62' 0306 628.00' 55.34 002'57" 27.69' 55.32' C251 213.00' 62.12' 16'4239" 31.28' 61.90' 0307 628.00' 60.03' 028'35° 30.04' 60.01' C252 107.00' 52.93' 2020'26" 27.02' 52.39' 0308 528.00' 48.20' 4'23'52° 24.11' 48.19' C253 163.00' 51.65' 18'09'25" 26.05' 51.44' 0309 157.00' 20.79' 7'35'09° 10.41' 20.77' C254 163.00' 59.91' 21'03'29" 30.30' 59.57' 0310 157.00' 72.99' 26'38'17" 37.17' 72.34' 0255 472.00' 157.17' 19'04'42" 79.32' 156.44' 0311 912.00' 58.02' 3'38'41° 29.02' 58.01' C256 213.00' 109.27' 29'23'35" 55.87' 108.08' ROW ' 8984 SE \?-,15500 1.07 11 S.F. ,0090 0710 " \x 5500 ,S.F. 8G $ ooco_ TOT 9 110" 5500 EE 2 $ Loa E4 f" LOiB )S4 5500 SE. o " 70 f68101. L 010E 007 6 00 5500 60, 05 2 '2i Ig 5500 5F. 1 TRACT CE (OPEN SPACE) 937234 SE -LOT 10 5500 30 o 1' LOT 9 1 '" 5500 SE. 21 -57 N1'. W6,' 5500 5500 I, '131_55 3 S.F.4°4,g- 1 yge'zo'sv o � 000o I , II 11 TRACT A0 2 (OPEN SPACE) I 64760 SS I '1 EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REG. N0. 798016 ''PROP I3T9' FASB \ (TO BEDEF{NED'AT 1C -' OF FINAL PLAT) V Q2ro\ Ac" FAP OAP PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) CROSSING RESERVATION ? CONSERVATION EASEMENT BOOK 1171 PAGE 929 TRACT RE (ROW) 150916 SF PROP. 25' 11 ENWOOD 0'6 ✓1;901/)8<0 YYY//X// EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT 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 UNE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOCK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 N 100 100 200 SCALE IN FEET PUBLIC LAND (RESOURCE/ RECREATIONAL) I PROP. 8' TRAIL EASEMENT MATCHLINE SEE SHEET PUD03.04 PROP. 32'J ACCESS & UTILNY EASEMENT OWNER/DEVELOPER: PiverEdge 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: TUTTLE S(/RYEY/00C SEEM'S:S 727 7/ake Auenae Glenwood Springs, C0/orodo 81601 (970) 928-9708 (0ox 947-9007) LANDSCAPE ARCHITECT: ZNDASSOCIATES INC XeE- H" R E- N KEY MAP: 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 PUD PLAN (5 OF 8) SHEET NUMBER: PUD03.03 2 3 4 5 6 9 c7 0 z 10 a 00 N 0 0 z cL O 0 w 0 c7 z z z 01 a 0 0 H G F E D c B 0 0 0 01 z 2 � a q z o z a N Z O K 90 a } z - > 0 A z w m w � z�a 8 o as 2 3 4 7 10 PROP. 8' TRAIL EASEMENT I MATCHLINE SEE SHEET PUD03.03 PLANNED UNIT DEVELOPMENT (CONSERVATION) —i ��. e EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT \ l '" I PAGE 1 AMENDED BY BOOK 1217 PAGE 593 EXIST RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH PROPERTY LINE (4P 367.3) AND SANDERS RANCH SOUTH PROPERTY LINE (MP 36871 IS SUBJECT TO LICENSE GRAM 1 _ PROP. BUILDING ENVELOPE (77X40') (TO BE DEFINED AT TIME OF FINAL PLAT)— PROP. 32' ACCESS & UTILITY os EASEMENT Pa 1 \ BOOK 1142 AT PAGE 993 AND AMENDMENT ��1 \ THERETO BOOK 1217 AT PAGE 596 1 1, �l\ PROP. 25' GLENWOOD DITCH EASEMENT EXIST. 25' GLENW00D DITCH EASE0T M ITEC.96N0. 79801GRA6 I TRACT AR (WATER & WASTEWATER von)£ 50021 S.F. PUBLIC LAND (RESOURCE/ RECREATIONAL) 98-9 PROP. EVA CROSSING RRA (CONSTRUCTED 10 FTA STANDARDS) ST. BIKE EXIST. WETLANDS PLANNED UNIT DEVELOPMENT (OPEN SPACE) ;- LOT 1 (MATE LOT) 97842 S.F. Br_„.r..i,. 54928.(151 999 557'25'41"E E 16 59' 5195 E 1987.28 29.5 2g' � RURAL (AGRICULTURAL) N 100 0 100 200 SCALE IN FEET CURVE TABLES CURVE N0. 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' 62605' 24'11'45` 317.76' 621.41' C403 2815.00 294.32' 55026" 147.30' 294.19' 0404 276500' 6529' 1'21'10" 32.65' 65.29' OWNER/DEVELOPER: RIVerEige COLORAL)O Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: uyrtole.+ylwn 8140 Partners, LLC PO Box 0426 Eagle, CO 81631.0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEY/NC SLRUCES 727 Blake Avenue Glenwood Springs, Colorodo 87607 (970) 928-9708 (0ox 947-9007) 7 /Ots-us.eorn LANDSCAPE ARCHITECT: Z ...ASSOCIATES ,HN CIATESINC KEY MAP: 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 TIME: RIVER EDGE COLORADO PUD PLAN (6 OF 8) SHEET NUMBER: PUD03.04 2 3 4 5 6 7 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PUD-07-LOTDETAILS.DWG N 0 0 01 1n z C w 0 0 0 0 01 z w 0_ ~ N u w .. z� Lu - J O UJ QO \>- z CO Z E w U LI] W m Q o0 I- I - w 0 0 I J J LL 0 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H F E D C B A O� 4gs') C7 LOT 15 \ 6165 S.F. 1 1 PROP. 15' DRAINAGE & UTILITY EASEMENT TOWNSHIP LINE 50 CO Oil CO 03 C4 vi E4 PROP. 20' DRAINAGE & UTILITY EASEMENT TRACT BM PLAN N 0 50 100 SCALE IN FEET LEGEND • . . 0 NOTES: ------- -- 1 \ 4,68.9,35, 9. ?5, BC LOT 17 3794 S.F. N87. 57'50"E N87'57'50"EB24 107.07' LOT 21 5335 S.F. N85.45' 12"E 108.59' 5117 S.F. N83.22'23 E 102.60' LOT 23 5087 S.F. LOT 24 4304 S.F. TRACT BC 1 (ROW) 28684 S.F. LOT 26 5076 S.F. 3626 S.F. ROW, 0? EXIST. CONSERVATION EASEMENT 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. EXIST. PROP. PROP. PROP. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. WETLANDS FLOODPLAIN LIMITS LOT/TRACT LINE BLOCK BOUNDARY FILING BOUNDARY & PROP. EASEMENT LINE PROPERTY LINE (PROJECT LIMITS) PROPERTY LINE TOWNSHIP LINE SECTION LINE ZONING BOUNDARY CDOT R -0-W MONUMENT PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 20133) PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 22680 U.N.0.) COUNTY SURVEYOR BRASS CAP 1. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. 4567 S.F. \ \ \ 59.81 9 \ \ 3044 S.F. 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' 5'51'40" 3.39' 6.77' C3 66.22' 33.92' 29'20'38" 17.34' 33.55' C4 66.22' 33.80' 29'14'38" 17.28' 33.44' C5 80.00' 43.62' 31'14'25" 22.37' 43.08' C6 97.00' 88.78' 52'26'14" 47.77' 85.71' C7 66.22' 14.94' 12'55'45" 7.50' 14.91' C8 80.00' 52.04' 37'16'12" 26.98' 51.13' C9 97.00' 80.43' 47'30'28" 42.69' 78.15' 010 97.00' 132.91' 78'30'21" 79.26' 122.76' 011 66.22' 43.42' 37'34'04" 22.52' 42.65' C12 66.22' 33.25' 28'46'03" 16.98' 32.90' C13 66.22' 12.92' 11'10'49" 6.48' 12.90' C14 272.00' 74.51' 15'41'46" 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' 16'55'19" 18.00' 35.61' C21 328.00' 39.56' 6'54'39" 19.81' 39.54' C22 8.50' 12.43' 83'46'22" 7.62' 11.35' C23 153.00' 36.85' 13'48'03" 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' 4.45' 4'15'00" 2.23' 4.45' 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' 100'29'58" 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' C32 60.00' 33.00' 31'30'31" 16.93' 32.58' C33 122.00' 31.99' 15'01'25" 16.09' 31.90' C36 60.00' 44.35' 42'21'16" 23.25' 43.35' C37 60.00' 16.88' 16'06'58" 8.49' 16.82' C38 121.00' 49.99' 23'40'13" 25.36' 49.63' C39 40.20' 19.58' 27'53'48" 9.99' 19.38' C40 42.22' 11.61' 15'45'17" 5.84' 11.57' C41 121.00' 56.33' 26'40'17" 28.68' 55.82' C42 42.22' 42.64' 5751'44" 23.34' 40.85' C70 105.07' 32.96' 17'58'23" 16.62' 32.82' C71 268.00' 55.15' 11'47'29" 27.67' 55.06' C72 105.07' 29.98' 16'20'58" 15.09' 29.88' C73 105.07' 27.02' 14'44'12" 13.59' 26.95' C74 105.07' 28.88' 15'44'47" 14.53' 28.79' C75 105.07' 35.70' 19'27'59" 18.02' 35.53' C76 105.07' 4.19' 2'17'02" 2.09' 4.19' C77 102.55' 14.44' 8'04'03" 7.23' 14.43' C78 102.55' 41.91' 23'24'55" 21.25' 41.62' C79 102.55' 37.35' 20'52'09" 18.89' 37.15' C80 102.55' 38.75' 21'38'57" 19.61' 38.52' 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 187.83' 43.38' 13'13'56" 21.79' 43.28' C85 57.05' 15.79' 15'51'40" 7.95' 15.74' C86 103.53' 20.34' 11'15'27" 10.20' 20.31' C87 187.83' 14.45' 4'24'27" 7.23' 14.44' C88 57.05' 42.21' 42'23'11" 22.12' 41.25' C89 57.05' 29.33' 29'27'08" 15.00' 29.01' C90 57.05' 28.97' 29'05'36" 14.80' 28.66' C91 57.05' 38.91' 39'04'46" 20.25' 38.16' C92 253.00' 80.39' 18'12'23" 40.54' 80.06' C93 103.53' 12.06' 6'40'29" 6.04' 12.05' C94 57.05' 49.82' 50'01'47" 26.62' 48.25' C95 253.00' 50.69' 11'28'48" 25.43' 50.61' C96 253.00' 22.46' 5'05'09" 11.24' 22.45' C97 163.83' 12.22' 4'16'27" 6.11' 12.22' C98 79.53' 47.85' 34'28'20" 24.67' 47.13' C99 163.83' 44.19' 15'27'20" 22.23' 44.06' C100 163.83' 32.53' 11'22'32" 16.32' 32.47' C101 80.84' 2.03' 1'26'32" 1.02' 2.03' C102 322.00' 48.03' 8'32'44" 24.06' 47.98' C103 80.84' 45.47' 32'13'33" 23.35' 44.87' C104 322.00' 53.42' 9'30'22" 26.77' 53.36' C105 80.84' 24.14' 1706'37" 12.16' 24.05' C106 322.00' 60.19' 10'42'35" 30.18' 60.10' C107 322.00' 50.40' 8'58'03" 25.25' 50.35' C108 322.00' 51.70' 9'11'59" 25.91' 51.65' C109 81.07' 3.74' 2'38'45" 1.87' 3.74' C110 81.07' 54.68' 38'38'47" 28.43' 53.65' C111 322.00' 16.78' 2'59'08" 8.39' 16.78' OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 1 m c 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES ,'ams SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/fOiss-us com LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (970)949-0257 FAX (970)949-1080 KEY MAP: PLAN AREA 1 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 PUD PLAN TRACTS AD, AJ, AK, BC, BM (7 OF 8) SHEET NUMBER: PUD04.01 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PUD-07-LOTDETAILS.DWG N 0 0 01 In z C w 0 0 0 (130 01 z w 0_ N u w z� Lu - J o w Q \>- z coZ E w LI] W m Q o0 I- I - woo _J J J Li 0 a- PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A L L L 4. _ \ 1/1 .7. • �E`CREEK*:// 5284 S.F. • • •• • / • •/ LOT 7 4774 S.F. • • • \ \\ • FI LOT 12 4809 S.E. ACT AK S85' 10'27"E N79.40 '05 "W 2427 S.F,,,, N79.40'05 "W • / / / • / 4794g'g � • // / 8.56' •\•• / /// • • / / • / / LOT 13 4150 S.F. S81'44'23"E ( LOT 14 4338 S.F. 69.27, 58722'00"E S87'22'00122.46' 10.97' N87'22'00"W N87'22'00"W 12.86' 20.58' • c246 LOT 3 3172 S.F. LOT 12 4878 S.F. TRACT AK I (ROW) 15319 S.F. LOT 19 4728 S.F. . LOT17 5521 S.F. V -0I B25 S79'40'08'E _ 62.30' LOT 15 4354 S.F. \ • • .\ ••• . • . \ 5141 S.F. N81'38'36 "W LOT 21 5277 S.F. / 4 / LOT 12 4934 S.F. / /' I I• p o I I / I A I / I / •I • • • / • / . / . / . / \ • ` I I ` I • ,V I • I • TRACT AJ I (ROW) 16702 S.F. 89.06'1 C205 C204 TOWNSHIPLICE \ • f(� i CO 1 co Q , �r ��� N. y \ , ,' , , 18 • / . / , • 5886 S.F. 3906 S.F. S89'28'141 S89'28' 14"E / / / / / / / J- - • FILING TRACT A 1B SECTION LINE r.\ , • • TRACT AD. AJ & AK PLAN ALL TRACT AJ & AK LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. 1 . • • • • • • • N 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 528.00' 60.41' 6'33'17" 30.24' 60.37' C144 10.00' 15.71' 90'00'00" 10.00' 14.14' C145 247.00' 24.03' 5'34'28" 12.03' 24.02' C146 10.00' 15.71' 90'02'19" 10.01' 14.15' C147 67.10' 43.05' 36'45'19" 22.29' 42.31' C148 67.10' 32.81' 28'01'00" 16.74' 32.49' C149 523.50' 18.05' 1'58'32" 9.03' 18.05' C150 67.10' 30.48' 26'01'48" 15.51' 30.22' C151 67.10' 22.10' 18'52'25" 11.15' 22.00' C152 67.10' 20.84' 17'47'46" 10.51' 20.76' C153 67.10' 30.18' 25'46'12" 15.35' 29.93' C154 67.10' 5.49' 4'41'23" 2.75' 5.49' C155 912.00' 58.02' 3'38'41" 29.02' 58.01' C156 108.66' 5.48' 253'28" 2.74' 5.48' C157 74.75' 62.08' 47'35'21" 32.96' 60.31' C159 10.00' 9.85' 56'27'48" 5.37' 9.46' C160 10.00' 14.44' 82'42'49" 8.80' 13.21' C162 108.66' 55.63' 29'20'02" 28.44' 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' C165 102.00' 44.51' 25'00'16" 22.62' 44.16' C166 102.00' 47.32' 2634'56" 24.10' 46.90' C167 102.00' 31.29' 17'34'44" 15.77' 31.17' C168 247.00' 99.44' 23'04'01" 50.40' 98.77' C190 528.00' 24.02' 2'36'25" 12.01' 24.02' 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 303.00' 68.29' 12'54'49" 34.29' 68.15' C196 78.00' 93.82' 68'54'49" 53.52' 88.26' C197 303.00' 24.02' 4'32'34" 12.02' 24.02' C198 65.01' 28.87' 25'26'27" 14.68' 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' 24'02'37" 13.84' 27.08' C202 65.01' 25.82' 22'45'05" 13.08' 25.65' C203 65.01' 23.32' 20'33'14" 11.79' 23.20' C204 65.01' 20.41' 17'59'14" 10.29' 20.33' C205 170.00' 7.25' 226'35" 3.62' 7.25' C206 170.00' 33.14' 11'10'06" 16.62' 33.08' C207 65.00' 10.40' 9'1 0' 15" 5.21' 10.39' C208 170.00' 21.34' 7'11'38" 10.69' 21.33' C209 65.00' 24.10' 21'14'26" 12.19' 23.96' C210 65.00' 27.43' 24'10'30" 13.92' 27.22' 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 102.00' 17.51' 9'5013" 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' 25'37'37" 48.45' 94.48' C232 65.00' 35.38' 31'11'03" 18.14' 34.94' C233 65.00' 35.38' 31'11'03" 18.14' 34.94' C234 65.00' 32.22' 28'24'03" 16.45' 31.89' C235 65.00' 19.41' 17'06'20" 9.78' 19.33' C236 65.00' 27.47' 24'12'38" 13.94' 27.26' C237 65.00' 28.78' 25'21'57" 14.63' 28.54' C238 65.00' 30.54' 26'55'28" 15.56' 30.26' C239 65.00' 22.34' 19'41'20" 11.28' 22.23' C240 67.00' 10.44' 655'45" 5.23' 10.43' C241 67.00' 26.28' 22'28'39" 13.31' 26.12' C242 67.00' 30.89' 26'25'10" 15.73' 30.62' C243 67.00' 23.97' 20'30'06" 12.12' 23.85' C244 472.00' 90.72' 11'00'43" 45.50' 90.58' C245 472.00' 24.03' 2'55'02" 12.02' 24.03' C246 43.00' 52.08' 69'23'55" 29.77' 48.96' C247 472.00' 42.42' 5'08'58" 21.22' 42.41' C248 43.00' 79.47' 105'53'02" 56.94' 68.63' C249 213.00' 14.00' 3'45'57" 7.00' 14.00' OWNER/DEVELOPER: :111,,InmueorE 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 a Phone No: 866.934.8140 www.8140partners.com Logistics I Planning I Design SURVEYOR: TUTTLE SURVEYING SERVICES ,''ITTLR SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/fOiss-us com LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (970)949-0257 FAX(970)949-1080 KEY MAP: 1 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 PUD PLAN TRACTS AD, AJ, AK, BC, BM (8 OF 8) SHEET NUMBER: PUD04.02 1 2 3 4 8 10