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1.46 REC Drawings
%9 fa U,9 COLORADO Carbondale Investments, 7999 HWY 82 Carbondale, CO 81623 GLENWOOD SPRINGS LLC • Rockwood Shepard, Project Manager Phone No: 970.456.5325 29 �� v,t .44 •t �I '/ m ;1,--';,--/-, I�, i!/' 'r?e1k 1I 1.` ,,�55 , 'J 4m • yi% �-' �ti�`i _ �, Crer. ed •, .01 z,-, ic 2re • , ,, I ,\"0,:‘,,,: . ,-,(.--,,,-.\c,,,,- v:,,H.,\:,....,\`i4-\ .,..1::,..ri'.\\.\\:. ----i''''.' -1-:,.-.-,.. \;,,, ..:.„„ , ..,,ii- .;)\,‘,,,N., „„ ; --) ,....-.,-,‘,,,,,\,1 1 .,, ,(„,, ,,,, 1 t, , , 0., --:__. - • ,4464 • scale In 3000 6000 It • PROJECT LOCATION MAP River Edge Colorado Garfield County, Colorado PUD (Rezoning) and Subdivision (Preliminary Plan) Drawing Package January 14, 2011 CONTRIBUTORS: CIVIL ENGINEER/PLANNER 8140 Partners, LLC SURVEYOR Tuttle Surveying Services, 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, 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). 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 0S01.01 LA01.01 RP01.01 LT01.01 C00.01 C00.02 C01.01 CO2.01 CO3.01 C04.01 C05.01 C06.01 C07.01 DR01.01 S01.01 S01.02 DR02.01 DR03.01 B01.01 SW01.01 SW02.01 SW03.01 SW04.01 SW05.01 SW06.01 SW07.01 CP01.01 ES00.01 ES01.01 ES02.01 ES03.01 ES04.01 ES05.01 SS00.01 SS01.01 SS02.01 SS03.01 SS04.01 SS05.01 TITLE SHEET AND VICINITY MAP ALTA SURVEY EXISTING CONDITIONS/LAND SUITABILITY PLAN PUD PLAN PUD COVER SHEET PUD GENERAL NOTES PUD PLAN TRACT AO, AJ, AK, BC, BM PLAN PRELIMINARY PLAN PLAN COVER SHEET AND LEGAL GENERAL NOTES PLAN SHEETS TRACT AO, AJ, AK, BC, BM PLAN OPEN SPACE PLAN AND SCHEDULES LANDSCAPE PLAN AND SCHEDULES RECLAMATION PLAN LIGHTING PLAN AND 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 RFTA TRAIL UNDERPASS PLAN AND SECTION SITE ACCESS PLANS - CDOT STREET AND TRAIL DETAILS BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN CATTLE CREEK BRIDGE GENERAL NOTES, PLAN AND ELEVATION CATTLE CREEK BRIDGE 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 CONTROL PLAN 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 STRUCTURES PLAN 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). PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 3 4 5 7 8 9 10 H G F E D C B 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 7849'20" 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 2471'44" and subtending a chord bearing of S 2141'02" E a distance of 621.41 feet; thence, S 3346'54 E a distance of 387.28 feet; thence, 294.32 feet along the arc of a curve to the a central angle of 559'26" and subtending a chord 294. 19 feet; thence, departing said right of way line N 89'5376 W a distance of thence, N 402330 W a distance of 69.38 feet; thence, S 872829 W a distance of 36.35 feet; thence, S 835272 W a distance of 10.80 feet; thence, N 582779 W a distance of 41.45 feet; thence, N 29:51:31 W a distance of 8.28 feet; thence, N 24 7624 W a distance of 25.22 feet; thence, N 69100:55 W a distance of 9.87 feet; thence, S 87'31'44 W a distance of 22.60 feet; thence, N 5725 01 W a distance of 1728 feet; thence, N 50'09'49 W a distance of 26.07 feet; thence, N 462172 W a distance of 9.99 feet; thence, N 4428'05 W a distance of 21.45 feet; thence, N 55'50'08 W a distance of 49.05 feet; thence, N 5625'40 W a distance of 49.94 feet; thence, N 687223 W a distance of 36.45 feet; thence, N 46'54'04 W a distance of 55. 18 feet; thence, N 68'4921 W a distance of 25.14 feet; thence, N 474150 W a distance of 78.78 feet; thence, N 3026-40 W a distance of 24.58 feet; thence, N 254701 W a distance of 30.08 feet; thence, N 1871'39 W a distance of 34.61 feet; thence, N 305821 W a distance of 29.32 feet; thence, N 215974 W a distance of 27.50 feet; thence, N 3076 07 W a distance of 22.97 feet; thence, N 25'41'38 W a distance of 169.44 feet; thence, N 417 7'39 E a distance of 82.61 feet; thence, N 38'34°52 E a distance of 15.89 feet; thence, N 3426°44 W a distance of 262.40 feet; thence, N 575809 W a distance of 102.47 feet; thence, N 53'43'31 W a distance of 105.38 feet; thence, N 55:5871 W a distance of 126. 13 feet; thence, N 56 74 57 W a distance of 118.42 feet; thence, N 4976 04 W a distance of 136.33 feet; thence, N 44'30'51 W a distance of 150.05 feet; thence, N 3249°55 W a distance of 102. 14 feet; thence, N 3744 79 W a distance of 552.12 feet; thence, N 1870'02 W a distance of 47.26 feet; thence, N 27'5879 W a distance of 109.20 feet; thence, N 35'01'36 W a distance of 71.09 feet; thence, N 413247 W a distance of 152.23 feet; thence, N 402224 W a distance of 339.82 feet; thence, N 6420:53 W a distance of 34.06 feet; thence, N 450036 W a distance of 52.42 feet; thence, N 44:53°41 W a distance of 154.66 feet; thence, N 32'35'48 W a distance of 86.59 feet; thence, N 570132 W a distance of 44.89 feet; thence, N 303372 W a distance of 85.72 feet; thence, N 373902 W a distance of 79.09 feet; thence, N 37'32'30 W a distance of 63.32 feet; thence, N 20'0275 W a distance of 33.98 feet; thence, N 395225 W a distance of 42.02 feet; thence, N 25'36'04 W a distance of 107 17 feet; thence, N 303408 W a distance of 164. 72 feet; thence, N 11'39'01 W a distance of 107.90 feet; thence, N 24:5606 E a distance of 163.60 feet; thence, N 63'39'33 E a distance of 17781 feet; thence, N 8374'43 E a distance of 393.54 feet; thence, N 077526 W a distance of 21.79 feet; thence, N 80:5171 E a distance of 50.00 feet; thence, N 897506 E a distance of 65.56 feet; thence, N 5750 04 E a distance of 50.12 feet; thence, S 84:5175 E a distance of 33.08 feet; thence, S 81'39'50 E a distance of 89.61 feet; thence, N 56'07'00 E a distance of 26.86 feet; thence, N 07'38'31 E a distance of 27.93 feet; thence, N 374157 W a distance of 2806 feet; thence, N 500075 E a distance of 22.23 feet; thence, N 820230 E a distance of 36.49 feet; thence, S 63'34'38 E a distance of 54.05 feet; thence, S 45'59'58 E a distance of 20.95 feet; thence, S 14'4420 E a distance of 29.18 feet; thence, S 11717 7 W a distance of 26.42 feet; thence, S 14'58'41 E a distance of 30. 14 feet; thence, S 43'4270 E a distance of 69.77 feet; thence, S 31'36'59 E a distance of 56.76 feet; thence, S 49'38°46 E a distance of 40.12 feet; thence, S 45'30'55 E a distance of 40.88 feet; thence, S 607638 E a distance of 43.39 feet; thence, S 737624 E a distance of 67.60 feet; thence, S 530575 E a distance of 15.86 feet; thence, S 63'37'30 E a distance of 52.31 feet; thence, S 832821 E a distance of 46.95 feet; thence, N 862027 E a distance of 61.04 feet; thence, N 31:59'09 E a distance of 47.07 feet; thence, N 06'58'38 E a distance of 32. 16 feet; thence, N 72'0807 E a distance of 7.98 feet; thence, S 24:51'03 E a distance of 72.35 feet; thence, S 415247 E a distance of 50.71 feet; thence, S 54'4421 E a distance of 38.31 feet; thence, S 83'39'39 E a distance of 87.15 feet; thence, S 5771 72 E a distance of 77.06 feet; thence, S 41:5176 E a distance of 88.65 feet; thence, S 573973 E a distance of 65.60 feet; thence, S 49°55°38 E a distance of 74.96 feet; thence, 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, of 85.924 acres, more or less. right, having a radius of 2815.00 feet, bearing of S 304 771 E a distance of 218.07 feet; A Z Surv e _Ma" A Traci of Land siivated in Sections 7 and /8, T.75:, R88/P'. and in Sections / and /2, TZS, R89/J of the 6th PILI. County of Ca rfze Id, Sta te of Colorado And being more fully descrzbed below. Together with, Parcel B (North Parcel) 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 4922'15" 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 193852" 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 100342 and subtending a chord bearing of S 14°37°01" 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 6536'14" 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 4871'10" W a distance of 54.30 feet; thence, N 5647'27" W a distance of 123.97 feet; thence, N 8347'24" 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 3780 feet; thence, S 22°5 7'52" W a distance of 56.05 feet; thence, S 5931'57" W a distance of 45.48 feet; thence, N 8232'35" W a distance of 28.23 feet; thence, N 59°07'03" W a distance of 95.71 feet; thence, N 7120'44" W a distance of 85.73 feet; thence, N 3643'10" W a distance of 93.22 feet; thence, N 2539'22" W a distance of 181.92 feet; thence, N 6570'24" W a distance of 98.43 feet; thence, S 8502'33" W a distance of 52.20 feet; thence, S 5633'52" W a distance of 39.34 feet; thence, S 2049'33" W a distance of 42.96 feet; thence, S 3727'43" 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, 8428'58" W a distance of 49.93 feet; thence, 14'22'48" E a distance of 6820 feet; thence, 0571'46" W a distance of 77.59 feet; thence, 1820'05" E a distance of 10.82 feet; thence, 22'53'40" E a distance of 44. 14 feet; thence, 1034'58" E a distance of 35. 11 feet; thence, 08°59'51" E a distance of 47 16 feet; thence, thence, thence, thence, thence, thence, thence, thence, thence, thence, thence, thence, S N N N N N N N N N N N N N N N N N N thence, N 0471'29" W thence, N 35°50'41" W thence, N 54'46'03" W thence, N 2851'45" W thence, N 1158'37" W thence, N 41'03'46" E thence, N 0629'01" W thence, N 20°0527" W thence, N 1132'03" W thence, N 0757'46" W thence, N 0956'14" E thence, N 1977'44" W thence, N 4441'59" W thence, N 1923'49" W thence, N 1933'06" W thence, N 21°30'01" W thence, N 007630" E thence, N 00°16'30" E area of 73.003 acres, 0348'08" E a distance of 36.48 0440'52" E a distance of 71.03 07°37'51" E a distance of 54.66 2928'14" W a distance of 63.68 32'00'44" W a distance of 61.05 2677'29" W a distance of 55.52 3874'36" W a distance of 44.36 5371'32" W a distance of 3773 59°54'48" W a distance of 54.16 87°51'.35" W a distance of 36.97 5733'47" W a distance of 65.70 815622" W a distance of 85.02 containing an area a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of a distance of more or less. feet; feet; feet; feet; feet; feet; feet; feet; feet; feet; feet; feet; 158.65 feet; 41.30 feet; 24.70 feet; 209.99 feet; 33.82 feet; 78.19 feet; 11720 feet; 94.24 feet; 63.83 feet; 141.45 feet; 50.76 feet; 91.04 feet; 134.55 feet; 74.18 feet; 43.27 feet; 72.23 feet; 217.77 feet; 312.94 feet to the point of beginning, containing an 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" Bross 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 0935'10" 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 533'17" and subtending a chord bearing of N 1221'49" W a distance of 282.49 feet; thence, deporting 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 0434'58" E a distance of 260.70 feet to the point of beginning, containing an area of 0.234 acres, more or less. Notice: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. /n no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. CURVE TABLE (PROPERTY BOUNDARY) CURVE RADIUS LENGTH CHORD BEARING DELTA Cl 2815.00 494.34 493.70 N 14:377'' W 10'03'42" C2 148250 626.05 621.41 5 21412" E 24'1144" C3 2815.00 294.32 294.19 N 30'47'11" W 5'59'26" C4 2915.00 28260 282.49 N 122149" W 533'17" Notice: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. /n no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 SURVEYOR: weA 1.41701P. TUTTLE SURVEYING SERVICES TUTTLE SUR VEYINC SEA' VICES 727 Blake Avenue Glen wood Springs, Colorado 87601 (970) 928-9708 (Fax 947-9007) jeffeess-us.corn KEY MAP: 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 (1 OF 3) SHEET NUMBER: V01.01 1 2 3 4 6 7 8 9 10 LINE TABLE (PROPERTY BOUNDARY) LINE LENGTH BEARING LINE LENGTH BEARING L 1 1005.44 S 89'43'30" E L85 25.14 N 68'492>" W L2 2644.53 S 19'38'52" E L86 78.78 N 474150" W L3 120.78 5 935''9" E L87 24.58 N 302640" W L4 60.45 N 6536'13" W L88 30.08 N 25'477" W L5 64.72 N 495470" W L89 34.61 N 18'1139" W L6 86.97 N 495470" W L90 29.32 N 30'5821" W L7 54.30 N 48'1170" W L91 2750 N 215974" W L8 123.97 N 56'4727" W L92 2297 N 30767" W L9 93.00 N 83'4724" W L93 169.44 N 25'4138" W L10 119.58 N 29:35'31" W L94 8261 N 417739" E L11 33.84 N 78'0'43" W L95 15.89 N 38:3452" E L12 3780 S 79'4148" W L96 26240 N 34'26'44" W L13 56.05 S 22'57'52" W L97 10247 N 5758'9" W L14 45.48 5 593157" W L98 10538 N 53'4331 " W L 15 28.23 N 82'32'35" W L99 126.13 N 55'58'11" W L16 95.71 N 59'73" W L100 118.42 N 56'14'57" W L17 85.73 N712044"W L101 136.33 N49764"W L18 93.22 N 36'4370" W L102 150.05 N 44'30'51" W L19 181.92 N 25'39'22" W L103 10214 N 32'4955" W L20 98.43 N 657024" W L 104 55212 N 374479" W L21 5220 S 85233" W L105 4726 N 18702" W L22 39.34 S 56'33'52" W L106 109.20 N 27'58'19" W L23 4296 5 20'49'33" W L107 71.09 N 357'36" W L24 21.60 5372743"E L108 15223 N413247"W L25 89.66 N 772'57" W L109 339.82 N 40'22'24" W L26 70.95 S 7024'18" W L110 34.06 N 64'20'53" W L27 5555 N 88'59'39" W L111 5242 N 45'036" W L28 49.93 S 84'28'58" W L112 154.66 N 44'53'41" W L29 68.20 N 14'22'48" E L113 86.59 N 32'35'48" W L30 7759 N 57146" W L114 44.89 N 57132" W L31 10.82 N 18205" E L115 8572 N 30'33'12" W L32 44.14 N 2253'40" E LI 16 79.09 N 37392" W L33 35.11 N 10:3458" E L117 63.32 N 373230" W L34 4716 N 8'59'51" E L118 33.98 N 20275" W L35 36.48 N 3'48'8" E L119 4202 N 39'52'25" W L36 71.03 N 4'40'52" E L120 10717 N 25'36'4" W L37 54.66 N 7'37'51" E L121 164.72 N 30'34'8" W L38 63.68 N 2928'14" W L122 10790 N 11'397" W L39 61.05 N 32'0'44" W L123 163.60 N 24'56'6" E L40 5552 N 26'1729" W L124 17781 N 63'3933" E L41 44.36 N 38'1436" W L125 393.54 N 8374'43" E L42 3773 N 537132" W L126 21.79 N 71526" W L43 54.16 N 59'54'48" W L127 50.00 N 80'5171" E L44 36.97 N 87'5135 " W L128 6556 N 89'15 6" E L45 6570 N 5733'47" W L129 50.12 N 5750'4" E L46 8502 N 815622" W L130 33.08 S 84'51'15" E L47 158.65 N 47129" W L131 89.61 S 813950" E L48 41.30 N 35'50'41" W L132 26.86 N 56'70" E L49 24.70 N 54'46'3" W L133 27.93 N 73831 " E L50 209.99 N 285145" W L134 28.06 N 374157" W L51 33.82 N 115837" W L135 2223 N 50'075" E L52 78.19 N 41'3'46" E L136 36.49 N 82230" E L53 117.20 Al 6'29'1" W L137 54.05 S 63'34'38" E L54 94.24 N 20'527" W L138 20.95 S 45'59'58" E L55 63.83 N 1132 3" W L139 29.18 S 14'4420" E L56 141.45 N 75746" W L140 26.42 S 11'1177" W L57 50.76 N 956'14"E L141 30.14 S 145841"E L58 91.04 N 19'17'44" W L 142 69.77 S 43'42'10" E L59 134.55 N 44'41'59" W L 143 56.76 5 31'36'59" E L60 74.18 N 1923'49" W L 144 40.12 5 49'38'46" E L61 43.27 N 1933'6" W L145 40.88 5 453055" E L62 7223 N 21:307" W L146 43.39 S 60'1638" E L63 217.77 N 076'30" E L147 6760 5 737624" E L64 31294 N 07630" E L148 1586 S 53'5'15" E L65 401.79 S 9'35'9" E L149 5231 S 6313730" E L66 154587 S 9'35'9" E L150 46.95 S 83'28'21" E L67 38728 5 3346'54" E L151 61.04 N 862027" E L68 218.07 N 895376" W L152 4707 N 3159'9" E L69 69.38 N 4023'30" W L153 3216 N 6'58'38" E L70 36.35 S 872829" W L154 798 N 72'8'7" E L71 10.80 S 83'5272" W L155 7235 5 2451'3" E L72 41.45 N 5827'19" W L156 50.71 S 41'52'47" E L73 8.28 N 29'51'31" W L157 38.31 S 54'4421" E L74 2522 N 24'1624" W L158 8715 5 83'3939" E L75 9.87 N 69'053" W L159 7706 S 5711'12" E L76 2260 S 8731'44" W L160 88.65 5 41'51'16" E L77 17.28 N 57'25'1'' W L161 6560 S 573973" E L78 26.07 N 50'9'49" W L 162 74.96 5 49'55'38" E L79 9.99 N 4621'12"W L163 4344 S 61452"E L80 21.45 N 44285" W L164 5545 5 71462" E L81 49.05 N 55508" W L165 188.14 N 9'3570" W L82 49.94 N 56'25'40" W L166 49.74 E L83 36.45 N 68'1223" W L167 20270 5 6'10" E L84 5518 N 4654'4" W L 168 260.70 S 4'34'58" E OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 SURVEYOR: weA 1.41701P. TUTTLE SURVEYING SERVICES TUTTLE SUR VEYINC SEA' VICES 727 Blake Avenue Glen wood Springs, Colorado 87601 (970) 928-9708 (Fax 947-9007) jeffeess-us.corn KEY MAP: 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 (1 OF 3) SHEET NUMBER: V01.01 1 2 3 4 6 7 8 9 10 PLOT STYLE: 8140CAD_MSTANDARD.CTB 3 4 5 6 7 9 10 H G F E D C B A Note.. This property is subject to the exceptions listed in the title commitments listed on these pages. Carbondale Investments LLC Parcel Notes: - o Found Colorado State Highway Dept. Brass Cap R -O -W Monument. - ® indicates No.5 rebor & cap LS 20133. indicates No.5 rebor & cop LS 22580 unless noted. - Bearings ore relative to o 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 S1/4 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 overlot grading, which occurred sometime after February 2004. All changes to improvements on the property were located by field survey and are 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. All information pertaining to ownership, easements or other encumbrances of record has been token from a Title Insurance Commitment issued by Stewart Title Guaranty Cornapny doted February 9, 2011 as A.L. T.A. 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 are 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. Surveyor's Certificate This is to certify that this mop and the survey on which it is based were mode in accordance with by AL TA and NSPS in 2005, and includes 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, as a land surveyor registered in the State of Colorado, the maximum Relative Positional Accuracy is 1 in 10,000 fe Date: January 13, 2011 Registration No. 3363 By: Je The 2005 Minim of that dote, all previous superseded by these 2005 s ents for AL TA/A CSM Lond Title Surveys ore effective January 1, 2006. As Minimum Standard Detail Requirements for AL TA/A CSM 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., N. W., Suite 705, Washington, D.C. 20036. National Society of Professional Surveyors, Inc., 6 Montgomery Village Avenue, Suite 403, Gaithersburg, MD 20879 Clerk and Recorder's Certificate: This plot was filed for record in the Office of the Clerk and Recorder of Garfield County, Colorado, at o'clock __M., this day of , 2011, in Book , at Page , Reception No. Clerk & Recorder By: Deputy AZ FA Surv e ffa, Notice: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. /n no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon. A Tract of Land situafed iya Seclzons 7 and 1 8, T.75:, R.8 and in Sections 1 and 12, T. 75:, R8/F of Ihe Clh P.1d. County of Garfzeld SCale of Colorado And being more fully described below. Vicinity i ty flap, 1 " _ 2000' ti. �4 J, Parcel eirk• A 07 LI —III III—III—I I 200 " Parcel P III!11.1—.01!• 111 , 11111111111.1111• Ind. 61rT1l f {1M1 lU.�141110 ▪ Ill 11t� I k ;) Parcel A,/ 7„; „- I �•'t / I _ Ikllw>r�1III—III—II1 Lj.?i t li I „„/ lit 1161001 I • 11II1II11M11111A I1[ 10•11111111 11II�IfI�III�Il1�I11� • 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 Patents, Acts authorizing the issuance thereof, recorded November 17, 1893 in Book 12 of Page 255 as Reception No. 16539, recorded June 24, 1893 in Book 12 of 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 Page 394 as Reception No. 19002 and recorded January 24, 1906 in Book 56 of Page 534 as Reception No. 31514; reserving 1) Rights of the proprietor of a 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 States Telephone and Telegraph Company as set forth in instruments recorded July 31, 1931 in Book 164 at Page 153 as Reception No. 110551 and in Book 164 at 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 Quit Claim Deed unto Carbondale Investments, LLC, a Texas limited liability company recorded January 26, 2011 as Reception No. 798018. 13. [Intentionally Deleted] 14. Oil, Cos and other minerals reservations as set forth in instrument recorded December 17 1964 in Book 362 at Page 445 as Reception No. 228037. 15. 16. Agreement recorded August 19, 1994 in Book 912 of Poge 970 os Reception No. 467450. Easements and Rights of Way as set forth in License Grant recorded August 2, 1999 in Book 1142 at Page 979 os Reception No. 549752 and Amendment recorded November 15, 2000 in Book 1217 of Page 601 as Reception No. 572246. 17. Oil and Gas reservations as set forth in instrument recorded June 12, 1951 in Book 258 of Poge 594 as Reception No. 176326. 18. [Intentionally Deleted] 19. Easements and Rights of Way as sef forth in Easement Grant recorded August 2, 1999 in Book 1142 at Page 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. Easements and Rights of Way as 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 as Reception No. 549754; and Amendment fo 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 as Reception No. 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 sef forth in instrument recorded November 15, 2000 in Book 1217 of Page 610 as Reception No. 572249. 25. Ditch Relocation, Operation and Maintenance Agreement os set forth in instrument recorded October 3, 2001 in Book 1292 of Page 61 as Reception No. 589535; and First Supplement and Amendment fo Ditch Relocation, Operation and Maintenance Agreement recorded January 26, 2011 as 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 as Reception No. 760451. OWNER/DEVELOPER: IVY', 0 COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 SURVEYOR: VilwALN iOri OP. TUTTLE SURVEYING SERVICES TUTTLE SUR VEYINC SEA' VICES 727 Blake Avenue Glenwood Springs, Colorado 81607 (970) 928-9708 (Fax 947-9007) jeffeess—us.corn KEY MAP: 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 (2 OF 3) SHEET NUMBER: V01.02 2 4 5 7 8 10 PLOT STYLE: 8140CAD_MSTANDARD.CTB 10 AZ TA Surv Jea, A Tract of Land siiva%cl in Sectzons 7 and 1B, T.7S., R88H. and in Sections / and 12, T.7;5:, R89f/'. of the 6th P.7d. County of Garfield, ,Sime of Colorado And beny more fully descrzbed below. • V 7.5' 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 -� OP/ FND REBAR & CAP LS 22580 A FND ALUMINUM CAP LS 22580 FND ALUMINUM CAP LS 22580 FND BLM BRASS CAP REFERENCE MONUMENTS 72.24' T. 7S, fJW. S.,R. FND REBAR & CAP--"f LS 22580 1 0 LOT 31 WILDLIFE FENCE c� 0 H 0 • PARCEL C 0.234 AC.+— LEGEND INDICATES FOUND 3" COLORADO STATE HIGHWAY DEPT R -O -W MONUMENT * INDICATES FOUND NO. 5 REBAR AND CAP L.S. 20133 O INDICATES FOUND NO. 5 REBAR AND CAP L.S. 22580 UNLESS OTHERWISE NOTED -001- INDICATES SET /5 REBAR AND RED PLASTIC CAP L.S. /33638 (c,, DRAINAGE MANHOLE IX WATER VALVE O WELL 1;‘'l GATE VALVE TELEPHONE PEDESTAL UTILITY POLE EXISTING FENCE LINE SIGN - OE OVERHEAD ELECTRIC LINE - UE UNDERGROUND ELECTRIC LINE —UT UNDERGROUND TELEPHONE LINE Notice: According to Colorado law, you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. ./n no event may any legal action based upon any defect in this survey be commenced more than ten years from the date of the certffication shown hereon. • • • GARFIEW COUNTY SURVEYOR BRASS CAP FOR SE CORNER SECTION 7 • PERMANENT EASEMENT E -3-B AS ON DEPT. OF HIGHWAYS RIGHT OF PERMANENT EASEMENT E -3-A AS SHOWN ON DEPT. OF HIGHWAYS RIGHT OF WAY MAPS iCOL4RAD p STATE HIGHWAY NO 82 20' OPEN SPACE CONSERVATION EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 SHOWN WAY MAPS LICENSE GRANT AT MP 368+343 BOOK 1142 PAGE 979 AMENDMENT TO LICENSE GRANT BOOK 1217 PAGE 601 (MAY BE RELOCATED) -1/204, piTCH LOT EASEMENT BOOK 1142 PAGE 963 AND AMENDMENT BOOK 1217 PAGE 588 (MAY BE RELOCATED) / � r,- - I NOTE: BOOK 1142 AT I 1 12 PAGE 961 DESCRIBES THE RAILROAD CORRIDOR P.O.B. PARCEL A SPECIAL WARRANTY DEED BOOK 1247 PAGE 57 BOUNDARY LINE ADJUSTMENT BOOK 1247 PAGE 58 • • • 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 LOT LOT 5 eilCO AGREEMENT IN BOOK 1164 AT PAGE 818 GRANTS SANDERS RANCH RIGHT TO CROSS FIBER OPTIC EASEMENT THAT LIES WITHIN RAILROAD CORRIDOR MARKER BOARD S o� / 0 GPON QIP \RR, Clii, 130' WITNESS CORNER Nkkol ,„,44411 • 1,4 ,4-7.4:4,\ 40. • OPEN SpACE EASEMENT BOOK 1143 PAGE 1 AM BY BOOK 1217 PAGE 593 FIBER OPTIC LINE CONTROL BOX OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HVVY 82 Carbondale, CO 81623 Phone No: 970.456.5325 WILDLIFE 0 si CO FENCE • 65 EASEMENT GRANT REC. NO. 798016 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 P.O.B. PARCEL B RETAINING WALLS PARCEL A (SOUTH PARCEL) 85.924 AC.+— spoollo CO R,NI-goGE../Z:r1:710NE.sir 51-011:c(cl'AIPRIO0PEPT:;:olAs741 ppG 596 0.42 PO (16101( 11 g 01( 12 PARCEL B (NORTH 73.003 AC.4- EASEMENT GRANT REC. NO. 798016 N,k // FND REBAR & CAP, LS 7972 15 WITNESS CORNER PARCEL B/DESCRIBED IN BOOK -511, PAGE 103 PARCEL) PROTECTION AREA REC. NO. 760571 57Cattle Creek/ Roaring Fork Zone N • • • • Lower Roaring Zone V Fork II • 12440 HATCHED AREA IS CONSERVATION .44e, EASEMENT REC. NO. 760571 126 CONSERVATION EASEMENT CONSERVATION EASEMENT BOOK 1171 PAGE 929 7 N-GARFIELD COUNTY SURVEYOR WITNESS CORNER HAS BEEN DESTROYED 18 • ,.› . 4. .\\*,,. . :Aii'' ,:\. ' J. Rookery Zone LOT 17 // z -HERON NESTING AREA • • PP \ \ LS 3317 FND REBAR & CAP - 11117117 300 0 150 GRAPHIC SCALE 300 600 1200 1 inch = 300 ft. Floodway - 100 yr. flood plain 100 YEAR FLOODPLAIN PER FEMA FIRM MAP PANEL NO. 080205 1465 B DATED 3 JAN. 1986 Wetlands Conservation Esmt. ALUMINUM CAP GARFIELD COUNTY SURVEYOR SECTION 18 SURVEYOR: mrweAC tgai TUTTLE SURVEYING SERVICES TUTTLE SUR VE YINC SER VICES 727 Blake Avenue Glenwood Springs, Colorado 87601 (970) 928-9708 (Fax 947-9007) KEY MAP: 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 SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ECO-LANDSUITMAP.DWG N 0 0 (n (n Z CD (n w 0 0 0 (0 0 (n z w a_ CD (n O w • > (6 z Lu J O UJ < N O O \>- Z (T)Z M Q E w LI] W m 0 j Z � I— I— w O O J J L� a_ 11 H G F E D 2 3 5 6 8 9 10 • • , . •• •. • ♦ •, I I . • • • • • • • • • \ , ,• • • • • ♦ • I• - • •, I • • i • `• \ • . . /F • 'II ,cf • / *1\\01--i\,-'':%': I; \ / I / • • \ \ Com\ ,• ,4 N' Ij4II� \ \i" 41�44 t1`� 41144444 • . •`!-%: \ / 1 4 ; , , +WA SIAS .4 . \ - 'S) • • \ ' /1\?• \ i \ \ \ ss, r,i t_ (''.---••:\'\c3\\/ \vi\I '1 • \ ) 4#$4.t•. III \ ,\ I I , • / ti \ I . '•I ■ I ♦ • ■ • ' ' \ • \ \\1• /*i / 0 O I 11 11 I 0 O 1 I / \ \ oa N \ \ . . SECTION LINE 1•� 1\ \\\ '\XXXXXXX ' \ ' 1,\\"\ \ \ \ .. R ;\ 1, EXIST. 20' OPEN SPACE CONSERVATION EASEMENT, \ \ \ ,BOOK 1 143AT, AGE 1 AMENDED BY BOOK 1217 PAGE \\ :\\\ \ \\ A ', '. \ \ EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH :\ 1\ ,��• \ \ \ \I PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH ` ;�. \\ \ PROPERTY LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT '\ 1 ; '•,'\ \', \\ \ \ BQOK 1 142 AT PAGE 993 AND AMENDMENT THE)RETO BOOK 1217 -;. = gyp, \ \4'*t\' \...A \ I PAGE 596 l _ a— / .•I \1 i'; , . \ , \ \I I \ ` \\ \ \ \ \'•\1'. ` 1 / I .\\1 1, \ \\\,• \ \\I 4 1\1 PERMANENT EASEMENT EA3 ;,I; \\ \ \ 1\ \ EXIST. EAEMENT, BOOK 1 142 AS SHOWN ON DEPT. OF V � •- PAGE 963 AND AMENDMENT HIGHWAYS RIGHT OF WP ' Jsp :11)(.' •• \ BOOK 1217 PAGE 588 MAPS / is ; ,, \III (MAY BE RELOCATED) .�,. 'II; \\ ,,,\'\ ', �\ I , �• / ••• Irl i� V,. •• \\`1II 1 EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED \ BY BOO' 1217 PAGE 593 I I \ \\ I ti "--....,,,,__ • \ •1 . �11 . J i o0) 0 .. - • • TOWNSHIP LINE • • • \ co 03 co co .. - . V •• • C B A ; \ • • • • • • II: • .-.1 -1• .. / •I • ,I :\ • . • • I /,h■J■I■I■I■I • • • • • • • • • 200 METER HERON PROTECTION AREA REC. NO. 760571 • • • • • • • • • • N \ , • • •_s • 0 • i • • • \\\ \-\.\\ v\\-/1"1 / 121) / ° / , ,„ , \\ 't, \\\ \\\\4' ' '.*\\\\\ 1\:::‘\\\\\ \\,\\\01\\\,\ko:1\111-214\11 1 \\ \\ I\ \\ I2 III \'111‘I \1 /1 \ \\\\\ \\\ :1111 P 'I\/ \ \\ 1 II \1** \6;* \\ \ 1 a° ',3, \ \', \ 1\ \\ /11,1 17 r/ -) \\\ k \N I I \ \ 14 \ 11 1 11 . \\ \ \ \\ \\ \\ \\ 1 I \\ " 1 \ \ \ \ \ 4 1 / ( \ " \ \ I\ WI \ \ \ \ 1 t lic,C1) i 7 -- i \ \\I \I \I\ \ Y\\1 l', \I \I .10) il \ \I \\\ \ 72,1 / tt\ \I I\ \ \\ ' \',, I 1 I \ 1 til \ \\\ \ \\\ \\I \:\ li \I \\ t;\ \I\ \ I\\ \\ ii\\ \\ \\ \\ \\I \I\ \\\ \ \\I \\\ I Il I\ II\ I \ x. , II \\ 0 \ \ . I I; \ \I I I\ \ \ 1 \\ \ ° II I '. \ Ilo I, 1\1\ \\\ li 1, \aik I I ic I, \ \\I k \\ \ \\ \ I\\\ I I \ \\\ \I\ \\ \\ / I \ \\I \I \\\ \\ \ ' DRIVE \ \‘\\ \\\4 \\ • \\ \\ *..q\.X\\\\ • \ `•(. _i_ ' ' \ I • \\ \ ..----- d---....". \ \ : : \ 4* **\\ \ II.\\\\ \\\ \ \ 4 4 \ \ ---- --- .0 \ \ , . / • % \ R \\ N // 1 ***- I *, \\ \ N\ A / iii, ss ***s .....2. '. \ \ \ . \\ . \ \ .* „ \ \ \\ • WILDLIFE *, Crt 0 • 7.5' EASEMENT , 1.5' EASTERLY OF AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 — , /X 'XXX • * \N EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC. NO. 798016 s*\ XX XX MATCHLINE SEE SHEET ECO1 .02 EXIST. PERMANENT EASEMENT HIGHWAYS RIGHT OF WAY MAPS 100 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET EC01.04. OWNER/DEVELOPER: '"\\ :41,!,qw"mriE COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: et Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: aka TUTTLE SURVEYING SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1 976 Avon Colorado 81620 TEL (970)949-0257 FAX (970)949-1080 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ECO-LANDSUITMAP.DWG N O (0 O (n () Z CD (n W 0 0 O (fl O (n Z W a_ ( (Y) O W , > O Z W J O Ll -I < N O >- Z (T)Z 0 f (r) M Q E w LI] W m 0 D Z � Li j I- I - w O O _J J J Li a_ 0 10 • . , , , • , • • opm \ 0 ) (10 '♦ \ / \ I\ \ \ *\• 4`\ \ ♦ � • \ N. . w. • IN I ♦ r'� • ' . SEVEN OSP •:\ ♦ EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC. NO. 798016 Z�.••-.y 0 • Er IIIM i■MEE RR ENO 'R0 IREIRER ERNE MEN C. �, • ' :'+, •`, HERON NESTING AREA (TREES ARE NO LONGER • PRESENT IN IDENTIFIED -4_ HERON NESTING AREA) �I/'_fAr-4 , . • / .X T' ' ;I \ \ I RR • VA TASAVA AWAY VAO, T AaATA TATA TAYA AV. VA TA�PAMWVAVA`i' VATASAWAS. FANITAVAV • • • ,.. a \ cN• MATCHLINE SEE SHEET EC01.01 •\-2 \2 — — _ _ X77' — '• \ X X X X X X \\ \' \ \ \X \X XXX>1 v v �'5. X X X �v o moo,♦� XX XXX\ . o\ ', \X XXXX\ • \ , 100 N 0 100 200 SCALE IN FEET ' ♦ \\.* ' \ \ ` \)( II • \ 00 \ \ ' . \\ \ :� I: • \ ', • r ` %\ • • • \\ * , \ �\ \\\ • \ \ I, \\ EXIST. 50' OPEN SPACE EASEMENT -"\-,,,,... ♦ , BOOK 1 143 AT PAGE 1 AMENDED \�"'► RFS BY BOOK 1217 PAGE 593 .• \ • \ EXIST. 20' OPEN \ SPACE CONSERVATION ;1 \\ EASEMENT, BOOK \\\ 1 143 AT PAGE 1 �ppI : I , \\ ' AMENDED by b( ,l� \\\ 1217 PAGE 593 •\\,\ k\c__ 00es00elseseselses \\ \\\\\\ NOTE: SEE LEGEND ON SHEET EC01.04. \ I \\,:\,\' t I \)\11 v v A I I i., ..\ \ � I I \\\ \\ �N \ \ �i �\ \II I\ 11 b \,\\\\ \� \N Ib I I I \ \ \\\\\\ 11'\,17/251.,,,\ I I I\ _ \ \I \\o� \ \�'.I I \ 'I \`51\c_;_.,\ \\\\ \ \ \ \It,1\ II o\��\� \ I I�``I I I I1 \ 06 \/ III \q: I II Z \\I I\'�\ \ \\o \\\\‘\I� \ I \\\�\ 1 \IttII S \ \\ p I Ibli\ 1\ \`,'\\ � tl III 1ooso— \ I I I\�\ L -- 4. L cB I\ I I; t I \ \ III I \ \ \ I\�.t ISI ,,,\\ \I I, \ \ I \ \ \\ \ \ I. I, I � \ o\ .�•, III . I L , I b — \ \ S \ 1 )( I I ' I \ \\ I oI: �I -4\ II . \I b \ \I; tIb '..\ \°;I: \\ \ j �. \I I\ II \ \ t: 1,1' I\ II I; � I c: '1\ ; \\ \\I�\'.\\, \\\\ T IIIb \\\\ �;I�1\\' —Ti—, \\ \., I , I� \ I I \\ST I'\ \II II \ \I \ \:\ :\11.:\\\ \\ '''''''\''\\\1\\\,\ \I \\ \�`� \; \ I I \IbI rI� �_ I;\ \\1 I. \\ P \ :� \� \\ b I \ \ I _ �r�► \ 'b \ I 1 1 . �\ II . ' r'IXIST. 7.5' FEASEIMENT, 1.5' EASTERLY OF AND 6' WESTERLY OF DESCRIBED CENTERLINE BOOK 380 PAGE 234 I \,I _L-1\ i / ( - - - i — I� 1 \ 'I'I \I \ I\ \\I b\ \ \ PPI 1 EXIST. PEF�MANEN± LAtE�MENT h / E -3-B AS SHOWN ON DEPT. OF HIGHWAYS i IgHT OF, , WAI , M,APS , �- . I II f \ \ i� i I CDOT ROW I \ I,� I T SBI \ \ "� lir +C� I. cel,!, / o \ \ EXIST. RAILROAD CORRIDOR BETWEEN SANDERS RANCH NORTH ♦ \\ V. \ \ \\x PROPERTY LINE (MP 367.3) AND SANDERS RANCH SOUTH ,\ ; I; \ PROPERTY LINE(MP 368.77)IS SUBJECT TO LICENSE GRANT � \ \ I ( \\ \• \ BOOK 1142 AT AGE 993 AND AMENDMENT THERETO BOOK 1217 \ ♦ ,' \\ \ I; AT PAGE 596 \ \ \\V I tr \ \ \\ I .--.\ • \c XXXX�\% \\\\\\\ \ \ \\\\EXIST. WILDLIFE \ \ j • • • • \'•,\\'� X X X X\\ \ ` \\.\ ` \\\ FENCE • • \ \ * NN � \ '• ,• •• EXIST. BIKE • i.1 4 V•A \ \ \\\\ • �\ \\\\ETRXAISITL. • I � •, • •, NN N �NN � '•♦ :**. \ � \ X X X X X•\ ♦ \\\ • • • • \ \ \ �� ���%�, N� \ \ X v X ; X X X � \• \V �� \\ • • • • , • • • '" ( , \♦ r� \� , %\ , \\\\ilii\ \ X X X X X �\• \ ♦ NN • • • • • • • �/ \ \. XXXX\ \ \ �• \\ •\ \ �X �' X X X X\ ft \ 1 \\A \ \ 0\ • \ \ ‘ \\ • .1+ x VA \\V N • \ ♦ \ • VA I \ \ 0 O`O •\ \ \ \ • \ \ \\ \\\ \ \ '; \,� \N \ \\ \ \\ \• . \-..'1,;: ric.,,,c,fi \II\i' •,... :t ,,--,r---'1. I ,\\\ '' \• INS • • \ •• 11111 •�' • • 1' eras I / 'N-. 200 METER HERON >( i PROTECTION AREA Oc •••• 0 ,- ..-• 06 6 g \ _:\...4. MI • WP/0.1 j VA Ma+ • 11, k. • • • ( 0 �` • • • • • co ot till \ • • • N **. VA • • I *117 . / /1 :: ' Y. - •s: % • • • • • • * Ye' ‘ \ " \ .)>,,,,c1,A \ \ A i / \ 7\ *x \\\\ y \ V" t„ t , .... 'v, \ i \\\ I' I-N.v*. .., >\V'.. • • / / TOWNSHIP LINE 0 • • • • EXIST. BRIDGE PP MATCHLINE SEE SHEET EC01.03 /N N • • • • • • V. I , • .1*#* \ \ \ \\I \')\t , A 0 \v o\ k I '4, .%k , I \ E ALL E M E :1 '1217 PAGE 593 cE)(<4IILSE. R!FOX \_____ 1 Xi \ \ \ \I ' \ • EXIST. BRIDGE >t OWNER/DEVELOPER: r:L tr 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: ,44.,ap TUTTLE SURVEYING SERVICES Films 81/R1177#6' SERF/CAT 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (970)949-0257 FAX (970)949-1080 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ECO-LANDSUITMAP.DWG N O O (n () Z C (7 W 0 O O O (n z w 0_ w > (.0 z Lu J O w < N O \>- Z (T)Z 0 f Cr) M rY d jwI A LI] w m o 0 woo J J L� a_ a_ 2 3 4 5 6 7 8 9 10 H G F E D C B 1 ',y\ a� — - \\ N • ` �, ', 1 4' ts N • r 0 1 i t 1 V%\I •'�\ • \ • \� 1\ •• '�—''�\\+ \XXXXXXX ,�\ \,% IXXXXXXXX \xxxxxxx F �<XXOXXXX �, \� 1' X X X X X X 7. �.. \-i_ I/jX X X X X X L•\\\ X 4,XXXXX \'.\\4_X\*�XXXX \xxx \X NH; -.X x \ //\-XXXXX\ \ , /XXXXXXXX� N KxXXXXXXX\\� SFT X X E XX>\\I\ X X X X X 12 X X X X X X •X • • N N •; N • • .\ — — —i1• // // // // // I/ I/ ll II II II II II II N II 066 • CD \ XXXX //I/ XXX X \`\ 1/ x x x x x\ \ 1I1/ XXXXXX;\ SII \;\\<)xXXXXXXX� jj\ �XXXXXX `III \, \ j�X X X X X XIII" \ �'�, >\ X X X X • , • • • ,•, \,•• \ •I \ tek /j‘k,„‘_„_.4.4 4[X X X X11 I I • ,XXXX\III I X X X \II X X) 11 \ \ ,t 1 \ Z,\\ ,G,\\ \ I , • ♦ \ \ \ oo 0O' / 1 N 0 O 0 N \\ \ 6O 'O' • MATCHLINE SEE SHEET ECO1.02 N N N /•, ,' \ \ •�. \ y N N N G,/ \ N\ ' ,•''1.1 ► ./. \ \/ \ \ * SECTION LINE O O O C N -'/0 1,-99\ • • • '• I I I I • • • , •• ---= O s, / \ / r T —�1 i . -[.-k, „„. .„. " s*."-itais „1,\ % \4. \ \\ \,, \ \, \.\ ‘ ., \ A ;I ' 1 '. \ \ 1‘x / \4'''*/*,*/*/*;, :\ : ' •**\ 'I :1 \ .. \ GA: , v,,, L'I\ II Ik'I x I b \ \\ I I I' ..I I••,X;I I,II \I- ,. P.. I \\• II b I I I\ I 100 0 i I ►,\ ,\ \ I I 1.. \ ,, 7\ , \\L_nr.,\ \ , \ I i. \, I\ _..0 I \\'\ \\\t\\\\ \\'` I \ '‘,...tr-' .`".7 -LT-•/ ',, ..,I \ \\ \\ -*-, ,,\ (// ‘.....\\\ \O I\ \I 0 \ . \.\,Fwk\Ng4,\\IF \\\\\\ \\\\\\ \\\\\\\ \\ \ ii\‘'1...V1!‘.\\\ \\\ \\\ \\\\\ \\?6'!\36ki.\ l'.\\\ \\\\\ \\It \. , \\\,\,, I I II \ . \ \\ \\ \ \ 1 ' ALi \\ \ \ \ )\ 7. \ , I\ \ N I --- I\ \ Ibt. \ li 1 ‘ \..t..1-'.....\6\ \ \ \c\ ,".. \;\ \\ V\ \ \ \ \ ' \''i.\.,!cO\ \\ . \ \\ \\ 0 \\ \\ \ 2"1;:i \ :, il \ \ I \E4- \ \ \ 0 1 \ s, , /tr%\\ .,1 \ \\\1, 'A_ ‘. \ \\\‘) ,A .‘ i. \ \9A iffil - A 1\ \ \tkPot\ \ I \)\ I \ \\\ \ \\ \ \ \ " 1`, \ .. ".... QIU \ t A \ \ \ 't \ \( \ \%, \ .1 1!"... \\ \ \ \ : 1 \ . \ \\ \ \ \ \\ \ \.. \ 1.1 ‘1,4.. i%.\ \i -oi \F' fli . t; '„\ \ A \\ t \ \\ i \. 1. \\ \\\\\ \\ \\ \\\ \ \ \ \ . \ \EXIST. 25'\ *. \\\\ \\ \\ 1\ \ \\)( \ I\ \I \ \ *\ \\\ \ \\ \ \\ \ \. , \ \. , \\\ \\ \\I\ \ \\)(\ \ N ( 0 0 . • 0 • V \ ( r •r / / I 609 - O N • • • • • • • 0 N N (.0 01 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET EC01.04. 8 TOWNSHIP LINE • • . \ \ ?I' ". . , , vi., \ cil , ., \ 1.\ \ • .'...\ As' 11' t \ n: I " \\ • N 1ST. HERON ROOKERY EE AREA as 0 \\ \ • • \L\ •.‘.\ t /X X X k\\‘ • • • • • • \ \-i. 4% +\ r X X X X ), ' -:• : , i $\ \ • \ GC Z& \ '-... 7'1— • \ \ \ -1 \ • V\ X X X X X ›Z.. \ \--/- .. \ i .. * • • • • • EXIST. HERON 1,4 ROOKERY _74. TREE AREA • • • • • • • • • • • • • • • • • • • • • • • • • • • MATCHLINE SEE SHEET ECO1 .04 1/4 Ogag • 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 LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: ea Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: .:440.1_ TUTTLE SURVEYING SERVICES 11/77Ls SI/R1177/VC SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (9701949-0257 FAX (970)949-1980 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ECO-LANDSUITMAP.DWG N 0 O 01 U) z CD U) w 0 O O O 01 z w (n Lu > co z Lu J O UJ o \o zrnz O f Cr) M\ c.) LI] A EL LI] W00 o0 I- 11-1 oo J J L� a_ 3 5 6 7 8 9 10 H G F E D C B 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 r ■■■■■■1 ■■■■■■1 r i L 0 9 WV N CD SS ST CB G eGV G E 0 T 0 ET JB a a EXIST. SLOPES GREATER THAN 20% EXIST. SLOPE INSTABILITY AREA EXIST. TOP SOIL STOCKPILE AREA CONSERVATION EASEMENT BOOK 1171 PAGE 929 & RECEPTION NO. 760571 EXIST. BUILDING EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY EXIST. CDOT R—O—W MONUMENT EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 20133) EXIST. PROPERTY PIN, NO. 5 REBAR Sc CAP (L.S. 22680 U.N.O.) EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. COUNTY SURVEYOR BRASS CAP FIRE HYDRANT WATER VALVE WATER MANHOLE WELL IRRIGATION BOX SANITARY SEWER MANHOLE STORM SEWER MANHOLE STORM SEWER CATCH BASIN GAS METER GAS VALVE GAS MANHOLE GAS MARKER ELEC. METER EXIST. ELEC. MANHOLE EXST. TELE. RISER/BOX EXIST. TELE. MANHOLE EXIST. EXIST. EXIST. EXIST. TELE. MARKER JUNCTION BOX POST TRAFFIC POLE GD G UT OT UE OE ST SS ST UUUUUUU U U U PW RW x— —x -• —V (OP P TP C- 0 0 iCob • IMBI — —5280— - EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 4 s ....i�•• •1 `.\ 1, X\• +\ () 4, ,.- t % -,.\ N -_, GLENWOOD DITCH LINE GAS LINE UNDERGROUND TELE. OVERHEAD TELE. UNDERGROUND ELEC. OVERHEAD ELEC. CULVERT SANITARY SEWER STORM SEWER DITCH FLOW GUARDRAIL POTABLE WATER LINE RAW WATER LINE TREES TREELINE FENCE SIGN POWER POLE TELE. POLE LIGHT POLE GUY WIRE POST TRAFFIC POLE BOULDERS/ROCKS MAILBOX RETAINING WALL WETLANDS LIMITS RIVER/LAKE/WATERWAY CONTOUR \ r•, • • MATCHLINE SEE SHEET EC01.03 • • I \ \ ; .•• NN. 0 '0 • • %.• , • \•' • /s 4. — • , EXIST. 25' GLENWOOD DITCH EASEMENT GRANT _ REC. NO. 798016 \ \ 7 \1. \\ \\ \ \\ \ \'`\ \I\ q ' \ \ \ \ CCB \ \ 1 I EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 • \4 1 I1 1 \ \: 1 f • • • N • • • d ;\ \\ \ \q \ \\ \ m\ \ \ ' \\ \ R \ \ \ \� I 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 \.\ \' V,,� I AMENDMENT THERETO BOOK 1217 AT PAGE 596 \1,a \ \, •\ \ `\• 1 \ \ \ \\\ \'• \ \\\R \ \\\ \\ \\+\ \\ \9\\ \ � ,\\\\y\ \�\\ `I' \ \ \ \\ \ \\ \ \ •• , • • , \\ \\\• -r,\ h \\ \\ \. . \ tL • \ •\1010 T \ \\\ \\\N\\\\q \ \ \ \ • • \ \\ \'•, \\ , asre ■ , 0 59 44. • AA0 •A A A•A•A� A.A.A.A, V •A•A ' \ •A• lr •A• + "AYA .� A•A A•A•A•A 1•A•A• A•a•A•A•A •A•A• •A•A•A •A• A•AYA•I•A A•A•.. X :A•A•A•A•A A•A•A•A I •. • •A•A•A•A• I •A• - ATA•A•A•A x '• VA•A•A•A•A \►A•A•A•A•A• YA•A• AYA �•A•A•A• �A•A•A .\•• 1, , '• EXIST. 50\ 5•, \�F� • , •• EASEMENT \ • • 100 N 0 100 200 SCALE IN FEET 0 0 oTh \\ \ \ \\ \A \\\ \--) I� ,\\\ \\\ \ \\ \\\ \ \\ //I( ,•\ \� AGREEMENT IN BOOK 1164 AT \\ \\ PAGE 818 GRANTS SANDERS \ RANCH RIGHT TO CROSS FIBER •�`\ \\\�\ \ OPTIC EASEMENT THAT LIES WITHIN / � �•• \\ R RAILROAD CORRIDOR T \ \\ \ .\\\ \ \ \� \ \\ ,� • • ' \ '• . -\ , • ,• • ,04,10 o ��►`' moo. , , • EXIST. CONTOURS — CONCENTRIC CIRCLES WITH TICKS INDICATES DEPRESSION EXIST. CONTOURS — CONCENTRIC CIRCLES INDICATES HILL ii)o,44;i4tx • • • • • • • EXIST. BIKE \ \ \ \ \ TRAIL \\ \\\ \ \\ \\ \\ \ \\ EXIST, \ WILDLIFE \\ \ \ FENCE',GA�' \\\\ \ \\� \ \ \ ' • \\\ \ VA \\X\ \ \\ \\ R EXIT. R WILdLI . \ \\\ \ \\\ \\\\ \ \\\ \\ �o\\ \ FENCE \,, \\ \ \ \ .\.\ \\ \\ \\� \ \\ o \ �ca. '� •`,�,\ \\\ \\ \\\ \ \\ \\\ 0 \/ / \\�\ \ \�\ ` �\ \ \\\\ \\\\\\,\�\ ,♦,, \ \\ \ : \ • • • 4. N 1121 • '\.\\ • \\*.. • • nEFINLINE AV VA AV A • \\••\ \\.\ N` • \\\,\ • \ V \A- \ A\ .ft7.497if "CIA • MEM • • • • \ \<:.\\\\\ \\‘.\\ \\\ \,\\\7' \\\ \\ \\\ • • AgrAMW\J \**\.• -))/.\-\$\.\ . \*: \ %M4 kW= atRY mior_zeirfAr AST • OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 0. Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (9701949-0257 FAX (970)949-1080 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE COLORADO EXISTING CONDITIONS/ LAND SUITABILITY MAP SHEET NUMBER: 3 5 6 7 8 C� 0 w > 0 U O 0 0 01 Lu Lu I U) z J a- 0 U z C� w 0 C� Z w Lu zCD Z w J a- J w IY a - N O N 0 O 01 z CD w 0 0 cnO O z 0 w r, cn ~ N Lu z Lu J O w Z coZ CD cn E w LI] wm Q 0 O Lu Z Lu 1- 1- w 00 _J J J Li 0 0 PLOT STYLE: 81 40CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 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 ITAOF 1 14 FEET; D S NCE 2 50. 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 30'47'11 E A DISTANCE OF 294.19 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE N 89'53'16 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 83'52'12 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, 58'27'19 W A DISTANCE OF 41.45 FEET; 29'51'31 W A DISTANCE OF 8.28 FEET; 24'16'24 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; 68'12'23 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; 30'16'07 W A DISTANCE OF 22.97 FEET; 25'41'38 W A DISTANCE OF 169.44 FEET; 4117'39 E A DISTANCE OF 82.61 FEET; 38'34'52 E A DISTANCE OF 34'26'44 W A DISTANCE OF 57'58'09 W A DISTANCE OF 53'43'31 W A DISTANCE OF 55'58'11 W A DISTANCE OF 56'14'57 W A DISTANCE OF 49'16'04 W A DISTANCE OF 44'30'51 W A DISTANCE OF 32'49'55 W A DISTANCE OF 37'44'19 W A DISTANCE OF 1810'02 W A DISTANCE OF 27'58'19 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 57'01'32 W A DISTANCE OF 30'33'12 W A DISTANCE OF 37'39'02 W A DISTANCE OF 37'32'30 W A DISTANCE OF 20'02'15 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; 83'14'43 E A DISTANCE OF 393.54 FEET; 07'15'26 W A DISTANCE OF 21.79 FEET; 80'51'11 E A DISTANCE OF 50.00 FEET; 89'15'06 E A DISTANCE OF 65.56 FEET; 57'50'04 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 56'07'00 E A DISTANCE OF 26.86 FEET; N 07'38'31 E A DISTANCE OF 27.93 FEET; N 37'41'57 W A DISTANCE OF 28.06 FEET; N 50'00'15 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 43'42'10 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 73'16'24 E A S 53'05'15 E A S 63'37'30 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 41'51'16 E A DISTANCE OF 88.65 FEET; S 57'39'13 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 14'37'01" 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 37'27'43" E A DISTANCE OF 21.60 FEET; THENCE, N 77'02'57" 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 57'33'47" 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 19'17'44" 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 00'16'30" 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 '1 iN gook I II 0,`" \-.L \ I \ L V% blV OPEN SPACE (PASSIVE) ah 1111.42k. q' G'L-ENWootk f `� � braY�' I SPRING, ,, e'1. -Il' 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. III 5.06 AC. NEIGHBORHOOD CENTER 2.30 AC. USEABLE COMMUNITY SPACE (<25% SLOPE) 33.93 AC. -.! � TOTAL AREA OF PUBLIC OPEN SPACE 0 AC.' TOTAL AREA OF RIGHT-OF-WAY (PRIVATE)1 t = TA11411146 10,000 S.F. TOTAL DRIVEWAYS AND PARKING AREAS (MAXIMUM) 28.000 S.F. ��Innf111Q 10,000 S.F. UTILITY TRACT BUILDING AND PARKING SUM MARY7 TOTAL AREA OF UTILITY TRACTS 7 BUILDING AREA (MAXIMUM) 20.000 S.F. DRIVEWAYS AND PARKING AREAS (MAXIMUM) 20,000 S.F. 1111�11�� 20,000 S.F. LOT AND TRACT COUNTS RESIDENTIAL USES 366 NEIGHBORHOOD CENTER USE 1 UTILITY USE . - ISI 11 F►O �� 4 �� 23 RIGHT-OF-WAY USE 14 OFF-STREET PARKING SPACES RESIDENTIAL` oil NEIGHBORHOOD CENTER' (MAXIMUM) 30 OPEN SPACE 0 PARKS AND COMMON AREAS (MAXIMUM)9 15 UTILITY` (MAXIMUM) 5 NUMBER OF DWELLING UNITS 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS1ACRE �,• SITE 1111 1 t SI* I r t ____ 113 109 82 •47. N \\\\\\\\ I 1 twanyik CA BcNDA'LE 0 ii 111 ,111 ��� Fez" tf �ilk ( �\ -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.' 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 SUM MARY7 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 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 RESIDENTIAL` 732 NEIGHBORHOOD CENTER' (MAXIMUM) 30 OPEN SPACE 0 PARKS AND COMMON AREAS (MAXIMUM)9 15 UTILITY` (MAXIMUM) 5 NUMBER OF DWELLING UNITS 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS1ACRE '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. ° INCLUDES TWO SPOTS PER DWELLING UNIT. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. 5 ONE SPACE PER 400 SQUARE FEET OF BUILDING AREA. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. ' 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. °SEE 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. `PROVIDED 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. I 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: I- m C a Logistics I Planning I Design 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) j%fOtss-us corn 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 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 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 w J 0 z 0 m U 0 L] z w J Li co w w 0 0 J 0 0 w 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 # LOTITRACT # AREA (SOFT) AREA (AC) AVERAGE LOT AREA (SOFT) RESIDENTIAL USES ATTACHED HOME 1 B3 1-20 123,187 2.83 6,159 2 87 13-23 59,624 1.37 5,420 2 138 6-13 48,618 1.12 6,077 ESTATE EXECUTIVE 6 6 619 B22 1-8 1 83,412 97,842 ' 1.91 2.25 10,427 97.842 0 Q o N Ld 0 (I) D TOWN 1 B4 1-9 54,613 1.25 6,068 1 1 95 B6 1-5 1-25 - 35,194 171,306 ' 0.81 3.93 7,039 6,852 2 88 1.5 35,000 0.80 7,000 3 B9 1, 3-18 105,307 2.42 6,195 3 4 610 B11 1-18 1-16 - 132,680 98,482 - 3.05 2.26 7,371 6,155 4 613 1-11 85,318 1.96 7,756 4 914 1-5 37,789 0.87 7,558 4 5 615 Bi 1-12 1-18 - 92,693 132,581 ' 2.13 3.04 7,724 7,366 5 62 1-9 66,569 1.53 7,397 6 920 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 6 612 B16 1-8 1-11 50,813 63,986 ' 1.17 1.47 6,352 5,817 6 617 1-13 71,500 1.64 5,500 6 918 1-11 61,000 1.40 5,545 GARDEN HOME 1A 1B 625 B26 1-21 1-13 - 96,494 53,224 - 2.22 1.22 4,595 4,094 2A 624 1-28 108,814 2.50 3,886 4A 623 1-19 102,350 2.35 5,387 5A 627 1-14 47,719 1.10 3,409 SUBTOTAL Z321,854 53.30 AVERAGE: 6,344 % OF TOTAL 4.3% 33% USE DESIGNATION 8 Q USES (PRIVATE) OPEN SPACE 1 17.08 AH 13,043 0.30 13.043 1 AP 102,372 2.35 102,372 1 AU 18,335 0.42 18,335 2 3 BH2 BH1 38,927 34,523 - 0.89 0.79 38,927 34.523 3 BB 306,225 7.03 306,225 4 BN 343,044 7.88 343,044 4 5' BO AN 68,465 137,118 - 1.57 3.15 68,465 137,118 6 AO 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 25% COMMON AREA 1 1 AC AE 173,540 1,046 - 3.98 0.02 173,540 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 3 BG BT 16,881 2,514 - 0.39 0.06 16,881 2,514 3 BU 4,395 0.10 4,395 3 BV 16,015 0.37 16,015 4 4' BK BL 17,550 5,957 - 0.40 0.14 17,550 5,957 4 BO 43,379 1.00 43.379 4 BR 4,811 0.11 4,811 4 5 BS AL 5,190 94,265 ' 0.12 2.16 5,190 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 CENTERI 11 I AA 100,109 2.30 100,109 SUBTOTAL 100,109 2.30 AVERAGE: 100,109 OF TOTAL %PARK 1% 1 Al 243,291 5.59 243,291 3 91 213,052 4.89 213,052 4 6 BJ AX 107,098 180,613 - 2.46 4.15 107,098 180,613 SUBTOTAL 744,054 17.08 AVERAGE: 186,014 OF TOTAL %RIGHT-OF-WAY 11% (PRIVATE) USE DESIGNATION RIGHT-OF-WAY 1 RC 225,152 5.17 225,152 1 RF 66,876 1.54 66,876 2 3' RB RD 139,192 88,815 - 3.20 2.04 139,192 88.815 4 RA 167,649 3.85 167,649 4 RH 73,186 1.68 73,186 5 6 RG RE 77,902 150,916 - 1.79 3.46 77,902 150,916 1A AD1 34,504 0.79 34.504 19 AJ1 16,702 0.38 16,702 2A 4A BC1 BM1 - 28,684 24,073 - 0.66 0.55 28,684 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 16% UTILITY IRRIGATION & MAINTENANCE WATER 8, WASTEWATER UTILITY 1 1 AG AO 58,252 47,383 - 1.34 1.09 58,252 47.383 6 AR 50,021 1.15 50.021 SUBTOTAL • % OF TOTAL 155,656 3.57 2% AVERAGE: 51,885 TOTAL 6,933,010 159.16 ' 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 (CCRS) 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% 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, BC, BR. BS, BT, BU. BV, CD COMMON AREA LANDSCAPE STANDARD GARDEN/ORCHARD AB, AM, BA GARDEN/ORCHARD LANDSCAPE STANDARD UT]L]TY3 AG, AO, AR UTILITY LANDSCAPE STANDARD NEIGHBORHOOD CENTER AA NEIGHORHOOD CENTER LANDSCAPE STANDARD PARK Al. AX.BI, BJ PARK LANDSCAPE STANDARD RIGHT-OF-WAY RA, RB, RC, RD2, RE. RF, RG. RH (AND ADI, AJ1, AK1. BC1, BM1, BM2) RIGHT-OF-WAY LANDSCAPE STANDARD 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 VVILL 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 I ESTATEI TOWN VILLAGE ATTACHED GARDEN HOMES CUMULATIVE AFFORDABLE CONSTRUCTION AFFORDABLE (%) ESTIMATE 1 0 39 0 20 0 0 0.0% 2012-2014 1B 0 0 0 0 13 13 18.1% 2012-2014 2 2A 0 0 5 0 12 0 19 0 0 28 0 12.0% 2013-2015 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 4A 0 O 44 0 8 0 0 0 0 19 0 16.7% 2015-2017 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 I- m c 1r Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'oeie t Ira TUTTLE SURVEYING SERVICES MIME SURKYINC SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jefJriotss-ux corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL FAX 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 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PUD-03-SITEPLANMAP.DWG N 0 0 01 Cn Z C (n W 0 0 O (c3 O 01 z W (n W W _1 O L JI < N O Z O7 Z O f C) M jLI] I A LI] w m Q o 0 Lij 1- 1 - woo _J J J L_ a_ 0 2 3 4 5 6 7 8 9 10 H G F E D C B RURAL lb (SINGLE FAMILY �� HOME) �i 0 \\: c.,/> /,' ROP. 40' ACCESS & - UTILITY EASEMENT PER \\`OOK 1217 PAGE 610 .44f; es '" I It / / mow_ N89'43'30"W A, 343.07' RESIDENTIAL SUBURBAN (VA CANT) • IM N3705'26 E 19.78' , . . - . . . . . • SECTION LINE 12 1\ 7 \` EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 I \ . . . . N89'43'30" W 609.19' 0 .p; 0 �' I , ,/ 7700LOT S.F.I.' / ,- ," / \ / ^S sq 7 TRACT BO //1/.. \ (COMMON AREA) ,/ / s sA3 _ ass \ 43379 S.F. // // ,ohoo °o•4Tv -,, sq�gw \ / ///,../ �'., .. :4. ,/',//',;,>. \ 400 \\ / / ,/ i LOT 6 hr\`a, r, /, g3q; \ \ r / , / 400 S.F. o o, .'00• ly sg3q?: T 4 /4/.56, .. °0' F 7700LOS.F.5.ti°.. ,,'s q , TOWNSHIP LINE TRACT RH (ROW) 73186 S.F. In • 05 03 Q5 - V \ \ EXIST. 20' OPEN SPACE CONSERVATION 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 LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 • . \ \ \ \ \ .0A0 \ aria \ \ �.. N19'38'52'W 5.90' 9'20'03.E 18.99' c3 N89'43'30' 53.18' \\ TRT BO (OPEN SPACE) 68465\ S.F. \ EXIST. EASEMENT, BOOK 1142 PAGE 963 AND AMENDMENT BOOK 1217 PAGE 588 \ \\ EXIST. BIKE \ TRAIL AV \ EXIST. 100 -YR FLOODPLAIN TYP. \ \ \f PROP. 8' TRAIL EASEMENT N18'38'S,4"W\ 25.59 \ TRACT BR \ \ (COMMON AREA 4811 S.F. \ \ ` II I 1 \ \? LOT 5 N- °' 7350 S.F. i o� N86'38'39"E N"' I 110.00'____--1, ,9\. N\\ TRACT BM (GARDEN0HOMES)12835S.F. (SEE SHEET PUD04.01) "\ s \CD• 0\ \- LOT 3 '$e• \\0 6000 S.F. o- - \ \LOT2 \s' 6000 S.F. ,.� �' _ , 00 i \ i ./ \SLOT 1 0) \off 6000 S.F. \oa ,- 100 N 0 100 200 SCALE IN FEET RESIDENTIAL SUBURBAN (VACANT) \- \ \ \ n \ EVA EASEMENT TO SH82 RURAL 'SINGLE FAMII, HOME) 4I TRACT BN (OPEN SPACE) I -\\ so," -7-5L 7-02; s2. L! '7:c2tz,\. a. GLENWND DITCH EASEMENT I 378.5 PLA UNIT DE PMENT • ENTIAL) PIANNE.b UNIT L T 7717 S.F. N791.1405' 019_9,7- o \- (TO BE DEFINED AT TIME OF FINAL PLAT) PROP'. EVA CROSSING RFTA (Cd7PkUCTED TO CROSING EASEMENT • LOT 13 \-0_ LOT 15__ _S2-\ 1.5"' N854513"E LOT 10 7626 S.F. 4 EXIST. WETLANDS TYP. DEVELOPMENT \ TRACT BT \ (COMMON AREA) \\\\ TRACT BE)\ 30622\5 SF\ ND EASEMENT I NU MI NM RN iii 200 METER HERON PROTECTION AREA REC. NO. 760571 114 LOT 8 1.1-81 11.3 1,9 110.00' I 7150 S.F. ggi I 7420 S.F. • 67°00 TRACT RD (ROW) 88815 S.F. I & OLIO' EASEMENT I / / I / / TRACT BI (PARK) 213052 S.F. MATCHLINE SEE SHEET PUD03.02 60.00' LOT 7 6000 S.F. NOTES: 1. PROP. 15' DRAINAGE & UTILITY EASEMENT. 2. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. (FRONT) LOT LINE (REAR) TYPICAL LOT UTILITY Sc DRAINAGE EASEMENTS SCALE: N.T.S. NOTE: 1 ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN THE PLANS. 25, EASEMENT WHERE REAR LOT LINE IS RIGHT-OF-WAY. CURVE TABLE CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C7 8.50' 12.43' 83'46'22" 7.62' 11.35' C14 74.01' 58.83' 45'32'42" 31.07' 57.29' C27 722.00' 22.38' 1'46'33" 11.19' 22.38' C34 8.50' 13.25' 89'17'02" 8.39' 11.95' C39 778.00' 65.08' 4'47'33" 32.56' 65.06' C44 328.00' 39.56' 6'54'39" 19.81' 39.54' LEGEND I I 0 so 0 RESIDENTIAL USE OTHER COMMUNITY SPACE USE' UTILITY USE OPEN SPACE USE EXIST. SLOPES GREATER THAN 20% PROP. SLOPES GREATER THAN 20% GEOHAZARD BUFFER ZONE (NO BUILD) SLOPE INSTABILITY AREA EXIST. CONSERVATION EASEMENT HERON PROTECTION ZONE HERON ACTIVITY ZONE 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. EXIST. PROP. PROP. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. WETLANDS FLOODPLAIN LIMITS LOT/TRACT LINE BLOCK BOUNDARY & PROP. EASEMENT LINE PROPERTY LINE (PROJECT LIMITS) PROPERTY LINE TOWNSHIP LINE SECTION LINE ZONING BOUNDARY COUNTY SURVEYOR BRASS CAP 1 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: ``\:"\- $0,,Ivwum.p.w.E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: ,440.1_ TUTTLE SURVEYING SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon Colorado 81620 TEL (9701949-0257 FAX (970)949-1980 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 SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PUD-03-SITEPLANMAP.DWG N O 0 (n (n Z CD (n W 0 0 O O (n Z H < 0 UJ ZLu W O O _J J J L_ LL LL I W 0 Z U) (n I U H 2 3 4 5 6 7 8 9 10 PROP. 20' DRAINAGE & UTILITY EASEMENT TRACT AK (GARDEN HOMES) 63039 S.F. (SEE SHEET PUD04.02) (DEED RESTRICTED AFFORDABLE HOUSING) FICII9G 5A TRACT AD =1LING 1A (GARDEN HOMES) r 130999 S.F. (SEE SHEET PUD04.02) MATCHLINE SEE SHEET PUD03.02 PROP. RAW WATER IRRIGATION PRE-TREATMENT/ DETENTION POND EASEMENT PROP. 8' TRAIL EASEMENT TRACT AC (COMMON AREA) 173540 S.F. TRACTAL\ N L (COMMON AREA)`, •N , -94265 S.F. 0•4 Alt* •••;•4' s 14832: fes\✓ A TRACT RG (ROW) 77902 S.F. TRACT AO (WATER & WASTEWATER ) UTILITY) / UTILITY EASEMENT - TRACT AJ (GARDEN HOMES) 69928 S.F. (SEE SHEET PUD04.02) PEED RESTRICTED AFFORDABLE HOUSING) CD •D 524 ii TRACT RC (ROW) 225152 S.F. 5880 S.F PROP. BUILDING ENVELOPE (TO BE DEFINED AT TIME OF FINAL PLAT) Ss • (TO BE DEFINED At TIME OF FINAL PLAT) PLANNED lb-ATIT DEVELOPMENT • 7074 S.F. LOT 18 EXIST. WETLANDS . TYP. ! I 1 ''CI 3:6, : :8:7°1 ;013°'471°86"6:1:1; ;'-'11'9i '''' \ 1\6') zt ''-q..00,1'..• 4.\,,/q:i -`tS s LOT 4 :,,,,,,,,/ t. WIN R014 LOT 6 co, CURVE TABLES CURVE NO. RADIUS LENGTH DELTA TANGENT CHORD C200 213.00' 49.84' 13'24'27" 25.04' 49.73' C261 78.00' 116.78' 85'46'48" 72.46' 106.17' C262 78.00' 5.74' 4'13'12" 2.87' 5.74' C263 888.00' 24.76' 1'35'51" 12.38' 24.76' C264 C208 572.00' 12.10' 1'12'42" 6.05' 12.09' C266 428.00' 50.00' 6'41'36" 25.03' 49.97' C267 888.00' 56.39' 3'38'18" 28.20' 56.38' C268 C212 8.50' 12.23' 82'24'52" 7.44' 11.20' C213 268.00' 58.43' 12'29'34" 29.33' 58.32' 428.00' 50.00' 6'41'36" 25.03' 49.97' C215 268.00' 62.02' 13'15'33" 31.15' 61.88' 428.00' 50.00' 6'41'36" 25.03' 49.97' C273 C217 772.00' 107.66' 7'59'26" 53.92' 107.58' C218 150.01' 59.25' 2737'52" 30.02' 58.87' C219 150.01' 61.64' 23'32'41" 31.26' 61.21' C279 163.00' 73.08' 25'41'17" 37.16' 72.47' C229 126.01' 412.86' 187'43'25" 1866.73' 251.45' 187.00' 22.81' 6'59'21" 11.42' 22.80' C234 828.00' 65.48' 4'31'53" 32.76' 65.47' C235 828.00' 55.97' 3'52'23" 28.00' 55.96' C293 C237 212.00' 121.58' 32'51'32" 62.51' 119.92' C238 8.50' 12.23' 8724'52" 7.44' 11.20' C239 268.00' 110.54' 23'37'54" 56.07' 109.75' C298 372.00' 44.52' 6'51'25" 22.29' 44.49' C247 268.00' 60.39' 12'54'36" 30.32' 60.26' C310 157.00' 72.99' 26'38'17" 37.17' 72.34' C255 472.00' 157.17' 19'04'42" 79.32' 156.44' C256 213.00' 109.27' 29'23'35" 55.87' 108.08' CURVE NO. RADIUS j LENGTH DELTA TANGENT CHORD C261 78.00' 116.78' 85'46'48" 72.46' 106.17' C262 78.00' 5.74' 4'13'12" 2.87' 5.74' C263 888.00' 24.76' 1'35'51" 12.38' 24.76' C264 428.00' 18.61' 2'29'27" 9.31' 18.61' C266 428.00' 50.00' 6'41'36" 25.03' 49.97' C267 888.00' 56.39' 3'38'18" 28.20' 56.38' C268 428.00' 50.00' 6'41'36" 25.03' 49.97' C269 888.00' 56.46' 3'38'34" 28.24' 56.45' C270 428.00' 50.00' 6'41'36" 25.03' 49.97' C272 428.00' 50.00' 6'41'36" 25.03' 49.97' C273 428.00' 50.00' 6'41'36" 25.03' 49.97' C274 428.00' 50.00' 6'41'36" 25.03' 49.97' C279 163.00' 73.08' 25'41'17" 37.16' 72.47' C286 187.00' 22.81' 6'59'21" 11.42' 22.80' C293 303.00' 210.39' 39'46'59" 109.63' 206.19' C294 303.00' 23.49' 4'26'28" 11.75' 23.48' C295 157.00' 208.16' 75'57'52" 122.58' 193.24' C298 372.00' 44.52' 6'51'25" 22.29' 44.49' C310 157.00' 72.99' 26'38'17" 37.17' 72.34' S85'52 OC! W 100.00 IR \ \? '\,- t----155° 00°9:-S-1.----;\ -4 73 Ln 4'6,:sto0 \1401 \‘‘‘\1*.:.;(4A.' VkINt tialk \\*4 ROI EXIST. BIKE TRAIL 100 0 100 200 SCALE IN FEET \\\ PUBLIC LAND \ (RESOURCE/ 5 5 9 0 6000 S.F. (TO BE DEFINED AT TIME OF FINAL PLAT) - CROSSING RESERVATION - • CONSERVATION EASEMENT / • TRACT AT \ (COMMON AREA) 29908 S.F. l';::°°: 9TRA('‘ ROW) s(s(':-5919:1. :S41:,:F•c -- N 150916 S.F. CT RE TRACT AD 150.00 lii \ \ GLENWOOD DITCH EASEMENT GRANT REC. NO. 798016 it I PROP. PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) TRACT CD \ (COMMON AREA) 41523 S.F. PROP. 8' TRAIL EASEMENT MATCHLINE SEE SHEET PUD03.04 PROP. 32' ACCESS & UTILITY EASEMENT 25' GLENWOOD DITCH -ZASEMENT w/w/A 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 LINE (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT THERETO BOOK 1217 AT PAGE 596 MN OWNER/DEVELOPER: • COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: ,44.4•_ TUTTLE SURVEYING SERVICES Illms SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jetfOiss-us. corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (970)949-0257 FAX (970)949-1080 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 SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PUD-03-SITEPLANMAP.DWG N 0 (n (n Z CD (7 w 0 O O (n z II < 0 UJ z w O O _J J J Li o- o- 1 2 3 4 5 6 7 8 9 10 H G F E D C B • •: • CreoyooerAr7/7 air / 4:44 411P, • /0" .7?4,/. #417 '444V 44,40* / = PLANNED UNIT •<• DEVELOPMENT PROP. 8' TRAIL EASEMENT m MATCHLINE SEE SHEET PUD03.03 • (CONSERVATION) \ • • PROP. BUILDING ENVELOPE (70'X40') (TO BE DEFINED AT TIME OF FINAL PLAT) PROP. 32' ACCESS & UTILITY EASEMENT .V� • • •' .A4- ; . �. � 100 -YR {.. `._ FLOODPLAIN • s N, 1 EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT \ \ ■ PAGE 1 AMENDED BY BOOK 1217 PAGE 593 \� \ \ 1 ■ I EXIST. RAILROAD CORRIDOR BETWEEN SANDERS \ c I1 RANCH NORTH PROPERTY LINE (MP 367.3) I ti 1 \ AND SANDERS RANCH SOUTH PROPERTY LINE \ I 1 1 1 1 \ (MP 368.77) IS SUBJECT TO LICENSE GRANT BOOK 1142 AT PAGE 993 AND AMENDMENT \ THERETO BOOK 1217 AT PAGE 596 V` \ \ PROP. 25' GLENWOOD DITCH EASEMENT \ \ 1 \ • \ \ \ \ I GLEN1:Ng DITCH \\ \(/ \ \\ th \ \ \ \\ 1 \\I \ �� 1\ \ EASEMENT GRANT \\ \ \\� \\ \\ \ \\ \ REC. NO. 798016 VA \\1%3,\\ \ \ \ N \ • \ \\ \ \ \ \ 1 1 I \ \\ *',/�\ �� '` \ \ \\\ \\\ \\ \\ \ J lI 1 \\ \ ♦ \• .\\ \ \\ \\\� \\ `,, \\ \\ \ // 1 \\ ,��' \� �� \) \\\ \1�\ \\\` .\ \\\ \\ \\ ( \ \ \\\\ A/ \ \\\\\\ \\� \ ` \ \ \\\\ \\\ \\ \\ \ \ \ \\\ \\ \\\ \\ \ ter \ \ TRACT AR (WATER & WASTEWATER UTILITY) 50021 S.F. \ , \ \ \ Pv \ \\ \ \ \ vA vv \ \ 20' EVA \ C QSSING EASEMENT /\ \v- \\\ \\\ ► \\\I I_\ \\\ k \ • N N N N b p ON t\� ., \ \ / \ ' \ • \\\ PROP. EVA CROSSING RFTA (CONSTRUCTED TO RFTA STANDARDS) PUBLIC LAND (RESOURCE/ RECREATIONAL) 1\ \\\ \\\ XIST. BIKE L • • EXIST. WETLANDS TYP. N30116 '07"W 22.97' y�N21' 59' 14'W $ 27.50' N30'58'21"W 29.32' \ \\\ \�,\\ \\\ \\ \\ (\ • 1425'47'01"W 30.08' \,Sl/N30'26'40"W 24.58 PLANNED UNIT DEVELOPMENT (OPEN SPACE) • • 0' 568'12'23"E 146. 7.40' a ''''4 ?9 2,31ss A9�SSS ss g4,OF •9 �Oe • _ .-. • 544.28'05"E • • 546'2112"E� 0 9.99' 557 25 6. 0 01 E •. c • 1728 N87'31 '44"E LOT 1 (ESTATE LOT) 97842 S.F. �� ,'4 14n A 550'09'49'E 26.07' 587'31'4 \ \ �y2A6• \ ,� • S29151'31"E '00'53"E 9.87' S24' 16'24"E 25.22' N87'28'29"E 36.35' 558'27'1941.453'52' "E ; -�� SQ g 0.8S \ \ \ \ \ \ \ \ \ //\\ \ \\ /,/ \\\ \ \ \ \ ♦ • \ 58953'16 W \ 218.07' RURAL (AGRICULTURAL) • • 100 N 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' 2758'32" 54.06' 105.95' C402 1482.50' 626.05' 24'11'45" 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: :4)f,www:miri COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1lLogistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1 976 Avon Colorado 8162 0 TEL (9701949-0257 FAX (970)949-1080 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 SHEET NUMBER: 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PUD-07-LOTDETAILS.DWG N 0 0 01 1n z CDC w 0 0 0 O z w 1- ~ u w .. w J O UJ QO \O z CO Z CnE w LI] W m Q o0 1- 1- I - w 00 _I J J Li 0 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H F E D C B A \ • 6596 S.F. F 5548 S.F O� 4gs') C7 4598 S.F. TRACT BMI (ROW) 24073 S.F. N84'34'47'E 5,4'3845'w (1-a5 6266 S.F. 5448 S.F. 6787 S.F. LOT 10 4617 S.F. LOT 15 \ 6165 S.F. LOT 14 6360 S.F. LOT 16 1\183'38'36"E LOT 13 PROP. 15' DRAINAGE & UTILITY EASEMENT 6417 S.F. LOT 17 4025 S.F. LOT 12 3990 S.F. 580'09'03.E LOT 18 5575 S.F. cfN 11 TOWNSHIP LINE 50 PROP. 20' DRAINAGE & UTILITY EASEMENT TRACT BM PLAN N 0 50 100 SCALE IN FEET • LEGEND • . . 0 NOTES: n - - ------- 1 I 4168.19 ,3 BC ^ N LOT 17 3794 S.F. N87'57'S0"E LOT 20 \ � 4909 S.F. \ 148757'50"E� - - 107.07' LOT 21 5335 S.F. 1185'45'12"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. 4567 S.F. \ \ 59.81 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 -O -W MONUMENT PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 20133) PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 22680 U.N.O.) COUNTY SURVEYOR BRASS CAP 1. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. X\ \ \ \ N 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' C10 97.00' 132.91' 78'30'21" 79.26' 122.76' C11 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' 57'51'44" 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' 17'06'37" 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: L m C co ca Logistics I Planning I Design 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/J tss-us corn 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 U) z C� w 0 0 0 0 z w 0_ N u w •• z� w - J o w 0\>- z coZ CnE w LI; W m Q o0 I- I - woo _I J J Li 0 0- PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A .I' -F LIP% AI L L L ' • 1/l1f ./. \V - N N81'44.42"111 / / 5284 S.F. • • _j__-______ LOT 7 4774 S.F. /� 4272 S.F. FI LOT 12 4809 S.F ACT AK N79'40'05"w 885110'27"E A179.40108 Iv 2427 S.F,,,, N79.40'081', --N7.9'49'O5"w 8.56' LOT 13 4150 S.F. 581'44'23"E ( LOT 14 4338 S.F. S80'38'08. 587122100"E 587122'00"E 22.46' 10.97' N87'22'00"W N87'22'00"W 12.86' 20.58' C248 LOT 3 3172 S.F. LOT 12 4878 S.F. LOT 18 LOT 15 4354 S.F. TRACT AK I (ROW) 15319 S.F. LOT 19 4728 S.F. S79.81,33„E 4966 S.F. N �.• 5141 S.F. N81'38,304, LOT 21 5277 S.F. 4529 S.F. LOT 12 4934 S.F. TRACT AJ I (ROW) 16702 S.F. 89.06'1 c2po �\ LOT 11 5812 S.F. LD1 3 \\ 3895 S.F. 120.52: C205 C204 5. 5886 S.F. / / / , / / 3906 S.F. S89'28' 14"E 589'28'14"E FILING TRACT A 1B SECTION LINE 7". TRACT AD. AJ & AK PLAN ALL TRACT AJ & AK LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. • 50 N 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' 2'53'28" 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' 26'34'56" 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' 2'26'35" 3.62' 7.25' C206 170.00' 33.14' 11'10'06" 16.62' 33.08' C207 65.00' 10.40' 9'10'15" 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' 9'50'13" 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' 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' 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" 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: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L d C co ca Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES ,'' ms SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 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 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PRPN-01-COVER.DWG N 0 O 01 U) z CD C w 0 0 O O 01 z 0 w CN cn ~ O Lu z Lu J O w Z CO Z m cn E ci w LI] w m Q 0 O LiJI- I - w 00 J J LL 0 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 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 POIT ON THE WESTERLY RIGHT OF WAY LINE OF COLORADOSTATE 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 30'47'11 E A DISTANCE OF 294.19 FEET; THENCE, DEPARTING SAID RIGHT OF WAY LINE N 89'53'16 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 83'52'12 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, 58'27'19 W A DISTANCE OF 41.45 FEET; 29'51'31 W A DISTANCE OF 8.28 FEET; 24'16'24 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; 68'12'23 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; 30'16'07 W A DISTANCE OF 22.97 FEET; 25'41'38 W A DISTANCE OF 169.44 FEET; 4117'39 E A DISTANCE OF 82.61 FEET; 38'34'52 E A DISTANCE OF 34'26'44 W A DISTANCE OF 57'58'09 W A DISTANCE OF 53'43'31 W A DISTANCE OF 55'58'11 W A DISTANCE OF 56'14'57 W A DISTANCE OF 49'16'04 W A DISTANCE OF 44'30'51 W A DISTANCE OF 32'49'55 W A DISTANCE OF 37'44'19 W A DISTANCE OF 1810'02 W A DISTANCE OF 27'58'19 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 57'01'32 W A DISTANCE OF 30'33'12 W A DISTANCE OF 37'39'02 W A DISTANCE OF 37'32'30 W A DISTANCE OF 20'02'15 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; 83'14'43 E A DISTANCE OF 393.54 FEET; 07'15'26 W A DISTANCE OF 21.79 FEET; 80'51'11 E A DISTANCE OF 50.00 FEET; 89'15'06 E A DISTANCE OF 65.56 FEET; 57'50'04 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 56'07'00 E A DISTANCE OF 26.86 FEET; N 07'38'31 E A DISTANCE OF 27.93 FEET; N 37'41'57 W A DISTANCE OF 28.06 FEET; N 50'00'15 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 43'42'10 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 73'16'24 E A S 53'05'15 E A S 63'37'30 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 41'51'16 E A DISTANCE OF 88.65 FEET; S 57'39'13 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 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: 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 14'37'01" 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 37'27'43" E A DISTANCE OF 21.60 FEET; THENCE, N 77'02'57" 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 57'33'47" 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 19'17'44" 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 O1 iN gook IN 0,`" \-.L \ , L X2b1V OPEN SPACE (PASSIVE) ah ` GLENwootk Ilw S 34.43 AC. bra ' C1. -Il' DETENTION AREAS (LIMITED USE)2 PERCENT OPEN SPACE 25.44% OTHER COMMUNITY SPACE 7\\)* RECREATIONAL OPEN SPACE (PARKS) 17.08 AC. COMMON AREAS (GENERAL)3 im A COMMON AREAS (ORCHARD/GARDEN) 5.06 AC. - i•... A 11411146 33.93 AC. PERCENT OTHER COMMUNITY SPACE t41,=k TOTAL AREA OF PUBLIC OPEN SPACE 0 AC.' ��Innf111Q 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. � 1111�11�� 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) es. LOT AND TRACT COUNTS RESIDENTIAL USES F►O �� NEIGHBORHOOD CENTER USE �� UTILITY USE 3 OPEN SPACE USE 11 RECREATIONAL USE (PARKS) oil 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 0 PARKS AND COMMON AREAS (MAXIMUM)9 �,• SITE'a UTILITY` (MAXIMUM) 5 NUMBER OF DWELLING UNITS 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS1ACRE ..� 1.. ____ 113 107 82 •47. N \\\\\\\\ ( 1 4,„, CA -RB NDA'LE :: H i ,ill ��Fez" • f \\ 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.' 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 SUM MARY7 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 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 RESIDENTIAL` 732 NEIGHBORHOOD CENTER' (MAXIMUM) 30 OPEN SPACE 0 PARKS AND COMMON AREAS (MAXIMUM)9 15 UTILITY` (MAXIMUM) 5 NUMBER OF DWELLING UNITS 366 GROSS RESIDENTIAL DENSITY 2.30 UNITS1ACRE '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. ° INCLUDES TWO SPOTS PER DWELLING UNIT. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. 5 ONE SPACE PER 400 SQUARE FEET OF BUILDING AREA. ON -STREET PARKING ALSO PROVIDED BUT NOT INCLUDED IN TOTAL. 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. °SEE 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. `PROVIDED AS NECESSARY TO SERVE PLAY FIELDS, COURTS AND PLAYGROUNDS. PLAN APPROVALS APPROVAL THE APPROVAL OF THIS PRELIMINARY PLAN PURSUANT TO BOARD OF GARFIELD COUNTY COMMISSIONERS' RESOLUTION SHALL EVIDENCE THE FINDINGS AND DECISION OF THE BOARD OF GARFIELD COUNTY COMMISSIONERS THAT THIS PRELIMINARY PLAN FOR RIVER EDGE COLORADO IS IN GENERAL CONFORMANCE WITH THE GARFIELD COUNTY COMPREHENSIVE PLAN AND ALL APPLICABLE REQUIREMENTS OF THE GARFIELD COUNTY UNIFIED LAND USE RESOLUTION OF 2008, AS AMENDED, (ULUR), AND THAT THIS PRELIMINARY PLAN COMPLIES WITH THE PROVISIONS OF THE RIVER EDGE COLORADO PUD APPROVED BY BOARD OF GARFIELD COUNTY COMMISSIONERS' RESOLUTION CERTIFICATE OF APPROVAL THE BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS PRELIMINARY PLAN THIS ___ DAY OF , A.D., 20__, 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 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: I- m C a Logistics I Planning I Design 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) j%fOtss-us corn 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 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 PRELIMINARY PLAN COVER SHEET (1 OF 8) SHEET NUMBER: PRPN01.01 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PRPN-02-NOTES.DWG N cciO O (n (n z CD U) w 0 O O O (n z w r, cn O o Lu nj z� Lu J O z coZ cnE w U LI] W m Q o0 I- I - w 00 J J LL 0 C- I_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 4 5 6 8 10 H G F E D C B A TABLE 3 - DEDICATIONS BY FILING FILING OPEN SPACE OTHER COMMUNITY SPACES1 CUMULATIVE COMMUNITY AREA (%) OPEN SPACE AREA (AC.) OPEN SPACE (%) CUMULATIVE OPEN SPACE AREA (AC.) CUMULATIVE OPEN SPACE [ala) 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% 1EXCLUDES NEIGHBORHOOD CENTER 2INCLUDES BOTH GENERAL AND GARDEN/ORCHARD COMMON AREA TABLE 4 - LANDSCAPE AREAS AND STANDARDS TRACT TYPE TRACT IDENTIFICATION LANDSCAPE STANDARD 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, BC, BK, BL, BQ, BR. BS, BT, BU. BY, CD COMMON AREA LANDSCAPE STANDARD GARDEN/ORCHARD AB, AM, BA GARDEN/ORCHARD LANDSCAPE STANDARD UT]L]TY3 AG, AO, AR UTILITY LANDSCAPE STANDARD NEIGHBORHOOD CENTER AA NEIGHORHOOD CENTER LANDSCAPE STANDARD PARK Al. AX.BI, BJ PARK LANDSCAPE STANDARD RIGHT-OF-WAY RA, RB, RC, RD2, RE. RF, RG. RH (AND ADI, AJ1, AK1. BC1, BM1, BM2) RIGHT-OF-WAY LANDSCAPE STANDARD LANDSCAPE PLANS MEETING THE LANDSCAPE STANDARDS CONTAINED IN THE PUD GUIDE SHALL BE SUBMITTED TO GARFIELD COUNTY WTH 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 1MLL 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 FILING LOTS BY FILING 1 AFFORDABLE LOT SUMMARY CONSTRUCTION ESTIMATE ESTATE' TOWN VILLAGE ATTACHED GARDEN HOMES AFFORDABLE CUMULATIVE AFFORDABLE (ala) 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 PLAN NOTES 1. CONTROLLING DOCUMENTS: 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 (CCRS); AND PROJECT DOCUMENTS IDENTIFIED WITHIN THE PUD GUIDE ALL OF WHICH WERE APPROVED BY THE GARFIELD BOARD OF COUNTY COMMISSIONERS BY RESOLUTION # , AND SHALL CONTROL THE REVIEW OF THE FIRST FINAL PLAT. UPON RECORDING OF THE RIVER EDGE PUD IN THE OFFICE OF THE GARFIELD COUNTY CLERK AND RECORDER THE RECORDED PUD PLAN, PUD GUIDE, CCRS, AND PROJECT DOCUMENTS SHALL TAKE PRECEDENCE IN THE REVIEW OF ANY SUBSEQUENT FINAL PLAT. 2. STANDARDS: 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. 3. PHASING: PHASING SHALL GENERALLY FOLLOW SUBDIVISION UNITS (FILINGS) AS PROVIDED FOR BY THE PUD GUIDE. 4. PUD PLAN NOTES: 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 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. 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: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 I- d C co ca Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES TATTER SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 KEY MAP: 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 PRELIMINARY PLAN GENERAL NOTES (2 OF 8) SHEET NUMBER: PRPN02.01 1 3 4 5 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PRPN-03-PRELIMPLANMAP.DWG N 0 0 01 U) Z CD (n W 0 0 0 0 01 z w0_ Cn - .ct >7; J o LTJ Z (77Z 0 f C) M 0 L`] A LI] wm Q o Li j0 z � I- I - woo _I J J L._ 0 11 1 2 3 4 5 6 7 8 10 H G F E RURAL I (SINGLE' FAMILY II HOME) I \ ---0 r PROP. 40' ACCESS & UTILITY EASEMENT PER •\ BOOK 1217 PAGE 610 0 EXIST. 100 -YR FLOODPLAIN TYP. C=1..-. 1111 77 RESIDENTIAL SUBURBAN (VA CANT) . • 343.07 .. EXIST. 20' OPEN SPACE CONSERVATION EASEMENT, BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 - 2 i \ \ SECTION LINE EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 I \ 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 .. L64 (b 10 ▪ /. / 7651LOTS.F. ,�, s� 6.J ,•C''' : - 79L19LOT S.F.11 , LOT 12 \\I \ 10161 S.F. l i ..-.._. 609.19r TOWNSHIP LINE .. TRACT RH (ROW) 73186 S.F. co 03 co co . V RFZP RO \ \t \, \ \ • \ \ \ \ \ \ \\ \ \ \ \ \ \ ETRAILXIST. BIKE \ \ \ \ EXIST. EASEMENT, BOOK 1142 � \ PAGE 963 AND AMENDMENT BOOK 1217 PAGE 588 \ \ `899' .. 62 g, .. •• 53.18 \\ TRA�T BO (OPEN SPACE) 68465\ S.F. \ \ \ • • • • • NORTH PROPERTY - LINE TABLE LINE BEARING DISTANCE LINE BEARING DISTANCE L1 N 0'16'30" E 312.94' L33 N 22'53'40" E 44.14' L2 N 0'16'30" E 217.77' L34 N 1620'5" E 10.82' L3 N 21'30'1" W 72.23' L35 N 5'11'46" W 77.59' L4 N 19'33'6" W 43.27' L36 N 14'22'48" E 68.20' L5 N 19'23'49" W 74.18' L37 S 84'28'58" W 49.93' L6 N 44'41'59" W 134.55' L38 N 8659'39" W 55.55' L7 N 19'17'44" W 91.04' L39 S 70'24'18" W 70.95' L8 N 9'56'14" E 50.76' L40 N 77'2'57" W 89.66' L9 N 7'57'46" W 141.45' L41 S 3727'43" E 21.60' L10 N 11'32'3" W 63.83' L42 S 20'49'33" W 42.96' L 1 1 N 20'5'27" W 94.24' L43 S 5633'52" W 39.34' L12 N 629'1" W 117.20' L44 S 85'2'33" W 52.20' L13 N 41'3'46" E 78.19' L45 N 65'10'24" W 98.43' L14 N 11'58'37" W 33.82' L46 N 25'39'22" W 181.92' L15 N 2651'45" W 209.99' L47 N 36'43'10" W 93.22' L16 N 54'46'3" W 24.70' L48 N 71'20'44" W 85.73' L17 N 35'50'41" W 41.30' L49 N 59'7'3" W 95.71' L18 N 4'11'29" W 158.65' L50 N 82'32'35" W 28.23' L19 N 81'56'22" W 85.02' L51 S 59'31'57" W 45.48' L20 N 5733'47" W 65.70' L52 S 2Z57'52" W 56.05' L21 N 8751'35" W 36.97' L53 S 79'41'48" W 37.80' L22 N 59'54'48" W 54.16' L54 N 78'0'43" W 33.84' L23 N 53'11'32" W 37.73' L55 N 29'35'31" W 119.58' L24 N 3614'36" W 44.36' L56 N 83'47'24" W 93.00' L25 N 2617'29" W 55.52' L57 N 5647'27" W 123.97' L26 N 32'0'44" W 61.05' L58 N 4611'10" W 54.30' L27 N 29'28'14" W 63.68' L59 N 49'54'10" W 86.97' L28 N 7'37'51" E 54.66' L60 N 49'54'10" W 64.72' L29 N 4'40'52" E 71.03' L61 N 65'36'14" W 60.45' L30 N 3'48'8" E 36.48' L62 S 9'35'9" E 120.78' L31 N 8'59'51" E 47.16' L63 S 19'38'52" E 2644.53' L32 N 10'34'58" E 35.11' L64 S 89'43'30" E 1005.44' NORTH PROPERTY - CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT CHORD Cl 2815.00' 494.34' 10'3'42" 247.81' 493.70' / `\ • \ \\ `' \4- PROP. 8' TRAIL EASEMENT �. • N • • • • ,• � A �v \ N �� \ 1 \ N\ \, 1 ! n\ 1% \ I '% \\ iNfo I-\ - 1.• : ;_� I J \ TRACT BM A T� (GARDEN HOMES) S.. F.. I (SEE SHEET PRPN04.01) \� 1• LOT 5 ii ca 7350 S.F. -21 LOT 4 Is 6000 S.F. \a vf8 A LOT 3 A- \0 6000 S.F. LOT \s 6000 S.F. \o \a• _ ,3 - 1 J D \ RURAL `ikyl 'SINGLE FAMI�\ I HOME) I B / TRACT BN (OPEN SPACE) 343044 S.F. EXIST. 25' \J\ \ LENWOOD DITCH 1 \ ASEMENT GRANT \ EC. NO. 798016I\ \ / PLANND UNIT DEVE OPMENT C'• 'Alaf.�)A91►,+►°+AAA++4 eAAI>AAao+a ►+ �i'A•�'+�Aa°1+���•rAAAA� �! age++4°AA;i• F:::,►„►4V •I SARs+++°*►e+'s ,:ef++q+t ;!,,,,,,,....,%**4#, . ;..,es.A ►■ *** !:•AAAA !1(!4aat .4.AA72AA4 *' .+t%Af,►ey4'°M..:::"...°ra,A. 4:007..„1-4..A ....f, • 1f e• 'NAA3" ,)t°°A°t►AIOAA°A+.■.,yA (OPEN SPACE & _. °++ *s. 40•„.AA.A=. SING E FAMILY , J i '. • +•A,► • •0:40A1.°4.°Ai RE IDENTIAL) = I '':. .'.+ a+•A+°°.A°+A0 - PLANNED UNIT ' ' DEVELOPMENT '1;;• (CONSERVATION) \ RESIDENTIAL SUBURBAN (VACANT) -\"" \- EVA EASEMENT TO SH82 \ \\ (TO BE DEFINED AT TIME PROP. EVA OF FINAL PLAT) CROSSING RFTA (C0� STR1UCTED TO PROP. 20' EVA RFT�STA�IDARDS) CROSSING EASEMENT \ t•F \ ("Ns \ \ \ SOUTH PROPERTY - LINE TABLE LINE BEARING DISTANCE DELTA LINE BEARING DISTANCE ..._ , SOUTH PROPERTY - CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT CHORD 1 , 1 1'\ I1 \\ \ \III CT BS \ \«OM ON AREA) S F CD \\* 1 1 \ \\ \ NOTE 1\ 1\ 1 I \ I III 1I I \I PROP. 25 GLENWOOD DITCH EASEMENT LOT 5 o, 8785 S.F. LOT 7 7090 S.F. �eeo S\ LOT 7 0\ 6000 S.F. o\ ' v T 6000LOS6.F. ) , • 7626 S. • 7717 S.F. 113140P. 30' DRAINAGE & UTILITY EASEMENT \ \ \ EXIST. WETLANDS TYP. \ TRACT BT TRACT BB\ (OPEkS CE) 30622\5 F\ 1\\ \;\ • 21.14' LI 326 cr 142.42' CHERT COURT TRACT RD (ROW) 88815 S.F. TRACT 61 (PARK) 213052 S.F. 200 METER HERON PROTECTION AREA REC. NO. 760571 ci 7420 SF PROP. WATER QUALITY/DETENTION POND EASEMENT MN MATCHLINE SEE SHEET PRPN03.02 6000 S.F. o. I OPEN SPACE) \ • 34523 S.F. • NOTES: PROP. 15' DRAINAGE & UTILITY EASEMENT. 2. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. 3. FOR STREET TYPICAL SECTIONS, SEE SHEET PRPN03.04. \ SCALE 0 IN FEET 100 200 PROPERTY ZONING EXISTING ZONING: RESIDENTIAL SUBURBAN PROPOSED ZONING: PLANNED UNIT DEVELOPMENT (PUD). APPLICATION FILED CONCURRENTLY WITH PRELIMINARY PLAN UTILITY SOURCES POTABLE WATER: SANITARY SEWER: ELECTRICITY: NATURAL GAS: TELEPHONE: CABLE: RAW WATER IRRIGATION: 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. (FRONT) LOT LINE (REAR) TYPICAL LOT UTILITY & DRAINAGE EASEMENTS SCALE: N.T.S. NOTE: ;ALL DIMENSIONS ARE TYPICAL UNLESS NOTED OTHERWISE IN THE PLANS. LEGEND • • 0 25, EASEMENT WHERE REAR LOT LINE IS RIGHT-OF-WAY TRACT, INCLUDING GARDEN HOME LOTS. EXIST. SLOPES GREATER THAN 30% GEOHAZARD BUFFER ZONE (NO BUILD) SLOPE INSTABILITY AREA EXIST. CONSERVATION EASEMENT HERON PROTECTION ZONE HERON ACTIVITY ZONE 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. GLENWOOD DITCH EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS PROP. LOT/TRACT LINE PROP. BLOCK BOUNDARY PROP. FILING BOUNDARY EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE EXIST. ZONING BOUNDARY EXIST. CDOT R -O -W MONUMENT EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. EXIST. COUNTY SURVEYOR BRASS CAP PROPOSED UTILITIES SANITARY SEWER LINE POTABLE WATER LINE RAW WATER LINE STORM SEWER LINE DRAINAGE CHANNEL DRAINAGE OUTLET DRAINAGE BOX CULVERT FIRE HYDRANT WATER QUALITY/DETENTION POND 20133) OWNER/DEVELOPER: witr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design to 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: ,440.1_ TUTTLE SURVEYING SERVICES SI/R117/AV SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (970)949-0257 FAX (970)949-1080 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 PRELIMINARY PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PRPN-03-PRELIMPLANMAP.DWG N O O 01 U) z CD U) W 0 O O O 01 z W m u ON W >� W J O < N O O \>- Z Z O - Ln m\ Q W m 1= LI] W m Q 0 Li jD Z � W O O L� 0 2 3 4 5 6 7 8 9 10 H G F E D C B A • eeee ►eee► ee.44. 'see,•°reel,• mere OAAoee. 0 A44ee1ee• oeoe•e *AO SO ♦�°e00�?�0\ .etesee� ►���eeeeeteet� 6� ,3•oe►. ♦ • •►oeeeee v�reee`V.", s 1/4 000e \ • 40•1/4 N••MeesO�De \ �•ed,?�eee' ♦we ,oeeee • 1 ••4*. •••••• !�t'�O°ae444. .40O4�e4�,Oe. ��e°ooee044 e mee No. e0►�e0e♦ ♦ eO,e"eo ••• \N �e oeeeee•eo;. eso►♦ eeoeeee4• • , .•���o_�4�e PROP. 20' DRAINAGE & UTILITY EASEMENT —\ \ / \/ \ / / TRACT At ' (COMMON AREA)`,, -94265 S.F. \ lis \'9 P. \ - — 1 TRACT AK (63039 S MES) (SEE SHEET PRPN04.02) (DEED RESTRICTED AFFORDABLE HOUSING) FILI$G MATCHLINE SEE SHEET PRPN03.02 lOO TRENT O PiLING 1 A I (1 0999 S.F. I(SEE SHEET PRPN04.02 B 1 PROP. RAW WATER IRRIGATION PRE-TREATMENT/ DETENTION POND EASEMENT -- - PROP. -- 8' TRAIL EASEMENT -1 L 1 56.39• TRACT RG (ROW) 77902 S.F TRACT AO i (WATER & WASTEWATER ) UTILITY) , 47383 S.F. ,' , / '. ' \ % \\' \ / . . I ./ PROP. 3O'--:-.7 " 1 DRAINAGE E & \\ i� UTILITY EASEMENT ` IN 1 I A , !1 TRACT AJ I I (GARDEN698 HOMES) MES) y. (SEE SHEET PRPN04.02) (DEED RESTRICTED AFFORDABLE HOUSING) L2j,.. , of 1 I L 1 , \ I I 1 Se " III '')'\-' ')'h \ 1 1 III \1 b 1 1 \ 1 11 1 1 \\ \ I 111 I II 1 \.I j 11 ►I 1\ 4 1' 1 � III 1 t".3 Z — I I ii 11 III \' 1 cnazz� 1( ` 1 1 .7t� J„ I j \ \1 _r=11 \ 1,1' I CO s 1 1 1 s 1 I PROP. BUILDING ENVELOPE (120'X50') 1, I (TO BE DEFINED AT TIME OF FINAL PLAT) I 1 I, • •PROP. BUILDING ENVELOP` (70'X40') (TO BE DEFINED AI TIME OF FINAL PLAT) ,q /L61600:0: %Lor 14 8 ,' 6632 S.F. ' m / 6/ Q29, 3g /11/6063 / / LOT 12 4g /// 6503 S.F.m \\\�?� 6p3 ' LOT 1/1.F.:!// / o/• / 7016 S.F. �`� .0'/ LOT 10 \6003'\ / 7101 S.F.. i / p. / \ '_ 1 1 1 II1 ' I 5001' 3\\ I ' I \1 \ I II I \1 I 1 TRACT AHI1 ► E -4, I I11 I I� 1304, S.F. (OPEN 1\SPAC EXIST. WETLANDS TYP. .r: • • • 100 -YR ; , . \ • • FLOODPLAIN TYP \ • - L18 ''�ao\\ 77OT04 S.F. pm// / oo•\ / ' / / / •\ i LOT 19 ;// 6600 S.F. pO ,/ a + xx' LOT 20 ,' / 6600 S.F. p0 / 6600 S.F. 0� ; ' ?s ' ',,/ \ r•,. \O0o• ; /,'6600LOT S.F.7 c�,',' s000• /0/6600T S.F. / \60 �//' t• 1 •,••\- cb co c4 ci PLANNEDUNIT `S \1�; DEVELOPMENT (CONSERVATION) TOWNSHIP LINE TRACT AP \ (OPEN SPACE . \ � N 102372 S.F. • LOT 10 1 5636 S.F. __ 1 1u, LOT 9 l0 5500 S.F 0 100.00 IL, LOT 8 ,0 5500 SF. I� loo a0 100 100 200 SCALE IN FEET PUBLIC LAND f5 'r LOT 472).,c,.,/ 6Ooo. ; ' 6600 S.F ,'es /' LOT 3 �.c\s000 6615 S.F.��; /' • N A389' / 7815 S.F. m \, ollr LOT 13 �', I1E', 5500 S.F. 'S',', �- I 10000 __-- r, 11 1 LOT 12 .;\ (.1.) 5500 S.F. LOT 10 11`z.',\ 5500 S.F. o', 1$ 1 100.00 r" LOT 9 VP IIS 5500 .V) *SI • . .• • . • • • ,•, -I- -{-\\\\\ a + + \\\O\ TRACT CE \' ` (OPEN SPACE) --F— + + \ \ \ 637236 S.F. + i ' 6864 S.F. oma% ,' ` �� •�, LOTS .• . , • '/ 6986 S.F. LOT 2 ' •/o 0 6936 S Fa . C.S. , • A`•° r, / p �.• � F , 9., ,/' 7285 LOT 1 �� S.F 0,1 LOT2 61 5500 S.F. 10000'-- LOT 3 8I 1 5500 S.F. o 'lc' 710000 __-- / u• LOT 4 0, 5500 S.F. •1 100.00'____ ''''.:- '...''' ••••••••-'.-- .s.-..--.:-.,---.:-..-_-.,\•,..-_-.::....,,:....,... . 'N -N\ ,./•//11/, PROP. UTILITY EASEMENT \,, ', '. • N �/� C <4\4)p it - 0 °s 6' (TO BE DEFINED AT TIME OF FINAL PLAT) • • .r CROSSING RESERVATION - f LOT 2 / 9938 S.F. 1 I 1 1 I 1 EXIST. BIKE TRAIL 1 r I 1 III I 11 LOT 11 1 0' \ 5100.0500 OT 0' S.F. d'o �.I�• 1 L cers• 5500 S.F. 'o', 1 10000'_ --i 5500 S.:8.. a' - -OT 5500 S.F. \\\"'- $ loo \r\\16\11:1\ ---°°6-00:0-1:1S-7.- -_- ; r 100LOT _ ;F:\!1, 600.00 0S._7F. to 100.00'__-- LOT 5 gl ro 5500 S.F. 100 00 r - 100.00 1 °0I I s, LOT 6 of I g 6000 S.F. 1 100.00 - -- ia TRACT AO, I 64760 S.F.\ EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC. NO. 798016 PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) TRACT RE (ROW) 150916 S.F. fD PROP. 25' GLENWOOD '1 DITCH EASEMEN \T\ EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 PROP. 8' TRAIL EASEMENT MATCHLINE SEE SHEET PRPN03.04 PROP. 32' ACCESS, EVA & UTILITY EASEMENT 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 MI MI OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 03 el Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES Illms SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jellOtss-us. corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (970)949-0257 FAX (970)949-1080 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 PRELIMINARY PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PRPN-03-PRELIMPLANMAP.DWG N 0 0 01 U) Z CD U) w 0 0 0 O 01 z w 0_ u N W J O W 00\>- Z Z m C..) LI] A 2 3 4 5 6 7 8 9 10 H G F E D C B o_ PROP. 8' TRAIL EASEMENT MATCHLINE SEE SHEET PRPN03.03 IM \ "••••••-- PLANNED UNIT ' DEVELOPMENT (CONSERVATION) '• -� TRACT CE (OPEN SPACE) 637236 S.F. _ ". - ^'-'fir,•` �_ \.• 5,1 EASEMENT 100 -YR • � �,;. . ,� \ `• • ,= .'�?i�'.\ MIG PROP. 32' ACCESS, EVA & UTILITY EASEMENT PROP. BUILDING ENVELOPE (70'X40') (TO BE DEFINED AT TIME OF FINAL PLAT) TRACT AR II II t co r- EXIST. 50' OPEN SPACE EASEMENT BOOK 1143 AT PAGE 1 AMENDED BY BOOK 1217 PAGE 593 I 1EXIST. RAILROAD CORRIDOR BETWEEN SANDERS \ OI \ I 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 \ ►- , \ \\\ \ \t 1 1 N \ \ \ oft I \\ (WATER 8r WASTEWATER UTILITY) ... 50021 S.F. PROP. 25' GLENWOOD DITCH EASEMENT 1 EXIST. 25' GLENWOOD DITCH EASEMENT GRANT REC. NO. 798016 I \ \ 17 \ \ t\ \ \ \ \ ` \ I \\ \ \ • \ \ \ \ \\ `-• \\ "v \ \ 605\ N • 0,9 a \\ \\ \\\ B \ \ \ \ `\\ \ \ \ \ \ -`PROP. 20' EVA \ \ \ CROSSING EASEMENT \ \\ \ \ \ \ • `\ • \\\ \\ \\ \\ • \\ \\\ AAAAAA. AAAAAAAAAAAAA�. ANNA.\ \ \ \\ \ \ \ \ vyy Tv. \ \ v v v v \\\ \\ \A \V \ \ ► ROW `60 O PROP. EVA CROSSING RFTA (CONSTRUCTED TO FTA STANDARDS) \ f 'EXIST. BIKE TRAIL I' \ PUBLIC LAND (RESOURCE/ RECREATIONAL) ( 56' - ROW EXIST. WETLANDS TYP. PLANNED UNIT DEVELOPMENT (OPEN SPACE) 5,1 EASEMENT 5' SIDEWALK 5' 8' 10' 10' 8' 5' 5' SIDEWALK 1.5' DRY UTILITY �"�"� BURY DEPTH TO TRENCH TYP. J BE DETERMINED BY GAS COMPANY TYP. ALTERNATE LOCATION f GAS WHEN ROAD CAN NOT ACCOMMODATE GAS 1.5' N • L., V) w GAS .1- SANITARY • STORM SEWER SEWER 5' MIN. 10' MIN. 10' MIN. 5'1 EASEMENT -LO POTABLE WATER TYPICAL SECTON A -A 24' - ROW 5'' EASEMENT 12' 12' U) a ~ SANITARY SEWER 5.00' MIN. 41 10' MIN. POTABLE O WATER TYPICAL SECTON B -B z L•J�, �1O RAW WATER \ \ \ \\ \ \\ \ \ \ \ \ \ \\\ \\ \\i \ \ \\ \\ \v\\ \\ \\\ \\ \ \ \ NI \ \ \ 1 \ `�\ \ \\ \\ \\( \ \ \\ \\\ \\\ S \\ k\ \�.\ k \ I \ O \ \\.\ .\../ RURAL / \\\:0:-\\ �\�. \, \ \,\:1\\\\ (AGRICULTURAL) \ 68' - ROW 6' ROADSIDE DITCH 4' PAVED SHOULDER 12' 12' RAISED MEDIAN 12' 4' PAVED SHOULDER 12' 6' ROADSIDE DITCH 5' EASEMENT TYPICAL SECTON C -C 53' - ROW 5,1 EASEMENT 5' SIDEWALK 5' 12' 6' RAISED MEDIAN 12' 1.5' 1_ RAW Vv WATER 1.5' 5' 5' SIDEWALK Lt-) STORM • SEWER 10' MIN. � O POTABLE WATER TYPICAL SECTON D -D DRY UTILITY TRENCH TYP. NOTE: 1 TYPICAL 5' EASEMENT WHERE TRACTS AND LOTS ABUT RIGHT-OF-WAY 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 '6 C r et a Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'0Nc OW! TUTTLE SURVEYING SERVICES ,'ams SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (9701949-0257 FAX (970)949-1080 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 PRELIMINARY PLAN SHEET NUMBER: 2 3 4 5 6 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PRPN-07-LOTDETAILS.DWG N O O (n CD z U) w 0 O O O (n 0 w in • N w (NI z w J O w Q0 CN >- z coZ cnE • w LI] W Q o0 I— I— w 00 LL 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A \ \ • • • / l i / \ i\ • \ 31.88' • i/ \ �. ��n \ 0a 5 \\ \ • N- • • • \ \ \ \ \ •\ \ • • • \ \ r ' PROP. 15N ' `. DRAINAGE & UTILITY EASEMENT LOT 13 6417 S.F. • \ \ IN \ \ TOWNSHIP LINE --N,N,1/4,1 Ai Aicoot CO CO \ \ • PROP. 20' DRAINAGE & UTILITY EASEMENT TRACT BM PLAN 5' EASEMENT 24' ROW 5' EASEMENT - 12' 12' 20' ROW TRACT BC PLAN ALL TRACT BC LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. 5' EASEMENT 10' 10' TYPICAL SECTION A -A TYPICAL SECTION B -B LEGEND 0 EXIST. CONSERVATION EASEMENT 20' CONSERVATION EASEMENT ACCESS CONTROL AREA EXIST. BUILDING EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS o PROP. LOT/TRACT LINE PROP. BLOCK BOUNDARY PROP. FILING BOUNDARY EXIST. & PROP. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE - EXIST. SECTION LINE EXIST. ZONING BOUNDARY EXIST. CDOT R—O—W MONUMENT •Q EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 20133) O EXIST. PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 22680 U.N.O.) • EXIST. COUNTY SURVEYOR BRASS CAP PROPOSED UTILITIES SANITARY SEWER LINE POTABLE WATER LINE RAW WATER LINE STORM SEWER LINE DRAINAGE CHANNEL DRAINAGE OUTLET DRAINAGE BOX CULVERT a— — NOTES: FIRE HYDRANT WATER QUALITY/DETENTION POND 1. PROP. GRADING REPRESENTS MASS OVERLOT GRADING. N 50 0 50 100 SCALE IN FEET OWNER/DEVELOPER: :41,,InowumrE COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES ,'ams SUR1177iVC SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn 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 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 PRELIMINARY PLAN TRACTS AD, AJ, AK, BC, BM (7 OF 8) SHEET NUMBER: PRPN04.01 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PRPN-07-LOTDETAILS.DWG N O 0 01 z CD U) LTJ 0 O O 0 U) 0 w in cn ~ N N z LiJ J O UJ Q0\>- z CoZ cnE w LI] W m Q o0 I- I- uJ 0 0 _J J J Li 0 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A —F AP% AI • L L • 1/1 'I :-..`CREEK� _.j 5284 S.F. 4788 S.F. 4774 S.F. LOT 10 3947 S.F. _L__— ----- — I _1 ---------- 3281, 30.48. LOT 11 3812 S.F. 4272 S.F. FI LOT 12 4809 S.F. ACT AK 4267 S.F. LOT 7 2427 S.F. LOT 13 4150 S.F. 2293 S.F. 1 < / \\ / \ Sv/ /^\ \\ / \ \ / \ / \ < \ LOT 11 3768 S.F. ( S. • > `• / S / S / 2732 S.F. 22.4fi 10.44' LOT 3 3172 S.F. LOT 12 4878 S.F. LOT 2 4557 S.F. LOT 3 3935 S.F. LOT 14 4338 S.F. ( 18.62' 548' LOT 18 6149 S.F. LOT 15 4354 S.F. \ \\ LOT 2 `\ 3153 S.F. TRACT AK I (ROW) 15319 S.F. LOT 19 LOT 17 5521 S.F. 4728 S.F. 4028 S.F. 4966 S.F. LOT 16 4741 S.F. • • 5141 S.F. 5277 .F. 4529 S.F. LOT 12 4934 S.F. • A I • • • \• TRACT AJI (ROW) 16702 S.F. LOT 11 • • • \ \ \ ••• 3895 S.F. • 10 4851 S.F. SI LOT 4 2826 S.F. I /_25' 20.42' • / LOT 7 3170 S.F. ea 5886 S.F. 3906 S.F. FILING TRACT A 1B • • SECTION LINE • • • TRACT AD. AJ & AK PLAN ALL TRACT AJ & AK LOTS ARE DEED RESTRICTED FOR AFFORDABLE HOUSING. • N\ 50 N 0 50 100 SCALE IN FEET 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 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES ,'' ms SUR1177AC SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 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 PRELIMINARY PLAN TRACTS AD, AJ, AK, BC, BM (8 OF 8) SHEET NUMBER: PRPN04.02 1 2 3 4 8 10 c3 0 0 01 z LJ 0 01 0 01 LTJ LTJ U) z J a_ 0 U z C3 (n W a C3 z_ W W z_ C3 z W J a_ J W a N O DESIGN TASKS\06.02 O O O 01 z LJ 01 w z LSI _1 0 I -J 0\o Z coZ m w LI] wm Q o0 I— I- 11-1 00 _J J J Li a_ a_ N PLOT STYLE: 81 40CAD_MSTANDARD.CTB 10 A 250 0 250 500 SCALE IN FEET 1/4 MILE RADIUS (1320') ® \ \ 5 MINUTE WALKING DISTANCE \ \ \ L Oft 40 de 4/ Vi / I- / /i \ I 1 � J 000 1/4 MILE RADIUS (1320') 5 MINUTE WALKING DISTANCE / / / / / / SH82 RIO GRANDE TRAIL CONNECTION NOP. NEIGHBORHOOD CENTER .00 i •. RF• / • . - ' • • ♦/ I .0 ( // • / /I / ' -1— .•7 �� ■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■ ■■■■■■■■ ■■■■■ ■■■■ /\\ \ ■■■■ \* :;,: ■ ■ / \ , 1, 1 1 , 1 I I , \ \ I I 1 1 I I 1 (LiLLJ 1 I I 3L -_I_ \'4/ / \ ) • NNE ■ NNE ■■■■■ ■■■■■ ■■■■ ■■■■■ NNE NEN iii iNNEi ■ x'1/8 MILE Za RADIUS (6601/,; • • • • . . • • • • • I • • • • • PLAN DESCRIPTION: OPEN SPACE AND LANDSCAPE FRAMEWORK A NETWORK OF PASSIVE OPEN SPACE, PARK AND RECREATION AREAS WILL BE CONNECTED BY A PEDESTRIAN CIRCULATION SYSTEM OF SIDEWALKS AND SOFT TRAILS. THIS SYSTEM AND OPEN SPACE AND RECREATION FRAMEWORK WILL BE THE MAJOR AMENITY FOR THE COMMUNITY. ACTIVE PARKS, RECREATION FIELDS, PLAYGROUND AND TOT LOTS WILL BE LOCATED STRATEGICALLY THROUGH -OUT THE NETWORK PROVIDING RECREATIONAL AMENITIES TO ALL RESIDENTS ACCESSIBLE VIA THE OPEN SPACE AND CIRCULATION SYSTEM. PRODUCTIVE AND EDIBLE LANDSCAPES, INCLUDING COMMUNITY GARDENS AND NEIGHBORHOOD ORCHARDS WILL BE INTEGRATED AND DISPERSED IN BETWEEN THE RESIDENTIAL LAND USES AS GATHERING AND FOCAL PLACES FOR RESIDENTS WHILE PROVIDING EDUCATIONAL VALUE. ftiv aft Nal • t • • de''..,•J Nal THE COMBINATION OF TRAILS, RECREATION AREAS, AND OPEN SPACE SYSTEM WITH THE ABILITY TO ENGAGE IN 'INTERACTIVE COMMUNITY AGRICULTURE' ON A SMALL SCALE WILL MAKE RIVER EDGE A VERY DESIRABLE PLACE TO LIVE, FILLING A UNIQUE NICHE PERHAPS NOT YET ACCOUNTED FOR IN GARFIELD COUNTY. THIS UNIQUE COMBINATION WILL HELP ESTABLISH A SENSE OF PLACE, FOSTER COMMUNITY, ENGAGING RESIDENTS WITH THEIR IMMEDIATE ENVIRONMENT AND THEMSELVES IN MULTIPLE WAYS. IT IS INTENDED THIS OVERALL FRAMEWORK WILL SET THE TONE AND BECOME A MAJOR DRIVER OF THE IDENTITY OF THE COMMUNITY. DESIGN APPROACH & PHILOSOPHY THE DESIGN APPROACH TO LANDSCAPING OF PARK AND OPEN SPACE SYSTEMS OF THE PROJECT WILL BE ENVIRONMENTALLY SENSITIVE AND CONTEXTUAL IN ORDER TO PROTECT THE SURROUNDING NATURAL ENVIRONMENT AND FIT INTO THE OVERALL CHARACTER OF THE AREA. REGIONALLY APPROPRIATE PLANTS AND WATER CONSERVING LANDSCAPE PRACTICES WILL BE APPLIED AND SERVE AS STRONG UNIFYING ELEMENTS THROUGH -OUT ALL OPEN SPACE AND PARK AREAS OF THE PROJECT. THE OPEN SPACE AND RECREATION PLAN BRINGS RESIDENTS CLOSE TO THE LAND AND PROVIDES A VARIETY OF OPPORTUNITIES TO INTERACT WITH EACH OTHER AND NATURE, IN ACTIVE AND PASSIVE WAYS. THIS PHILOSOPHY IS EXPRESSED IN THE PLAN BY THE INCLUSION OF A VARIETY OF SPACES TO RECREATE, PLAY, AND EXERCISE AS WELL AS TO LEARN ABOUT NATURE AND THE ART OF GARDENING AND CYCLES OF FOOD AND PLANT PRODUCTION. THIS PHILOSOPHY IS DIRECTLY REINFORCED WITH THE OPPORTUNITY FOR RESIDENTS TO PARTICIPATE IN • I ♦ 1 , r- - - --1 i _ --A _.i; \ \\ • • • ' '• 'HANDS-ON' CULTIVATION OF LAND AND NURTURING OF PLANTS AS PART OF THE UNIQUE LANDSCAPE OFFERINGS. THE GOAL IS THE OPEN SPACE AND RECREATION FRAMEWORK WILL FOSTER A STRONG SENSE OF COMMUNITY AND HEALTHY LIFE-STYLE. COMMUNITY OPEN SPACES A TOTAL OF 74.47 ACRES TO BE LEFT IN AN OPEN MANNER AND HELD IN COMMON BY THE COMMUNITY AS SOME FORM OF 'COMMUNITY OPEN SPACE'. THIS AREA IS APPROXIMATELY 46.8% OF THE TOTAL AREA OF THE PROJECT. THE TOTAL 'COMMUNITY OPEN SPACE' IS DIVIDED INTO (3) THREE DIFFERENT CATEGORIES CONSISTENT WITH GARFIELD COUNTY REGULATIONS. THE THREE CATEGORIES ARE AS FOLLOWS: • USEABLE OPEN SPACE (46.55 ACRES) • LIMITED USE OPEN SPACE (10.84 ACRES) • RECREATION OPEN SPACE (17.08 ACRES) USEABLE OPEN SPACE 46.55 ACRES OR 62.5% OF THE TOTAL OPEN SPACE IS CATEGORIZED AS 'USEABLE OPEN SPACE'. USEABLE OPEN SPACE ("UOS") IS OPEN SPACE THAT IS LOCATED ON SLOPES OF 25% OR LESS AND GENERALLY LEFT OPEN FOR THE ENJOYMENT OF THE COMMUNITY IN A VARIETY OF WAYS. UOS SERVES AS A LANDSCAPE BUFFER BETWEEN RESIDENTIAL AREAS OF THE PROJECT, PROVIDES AREAS FOR PASSIVE RECREATION, COMMUNITY BEAUTIFICATION, AND COMMUNITY GARDENING. INCLUDED IN UOS ARE THE FOLLOWING SUB -CATEGORIES OF THE 'COMMUNITY OPEN SPACE': • OPEN SPACE (TRACTS) (40.50 ACRES) • COMMON AREA (TRACTS) (11.83 ACRES) • GARDEN/ORCHARDS (TRACTS) (5.06 ACRES) OPEN SPACE: 'OPEN SPACE' IS A CATEGORY OF UOS HELD IN COMMON BY THE COMMUNITY FOR THE PURPOSES OF BUFFERING OF ENVIRONMENTALLY SENSITIVE AREAS AND EXISTING INFRASTRUCTURE ADJACENT TO THE PROJECT WHILE ALLOWING LIMITED PASSIVE USES INCLUDING WALKING, RUNNING, HIKING, WILDLIFE AND SCENERY VIEWING. LANDSCAPING OF 'OPEN SPACE' IS TO BE PREDOMINANTLY NATIVE AND DROUGHT TOLERANT PER THE SUCCESSFUL ESTABLISHMENT OF SEED MIXES TO BE APPLIED IN THE RECLAMATION PHASE ZERO. \/ ' • • •,,:- • LIMITED USE OPEN SPACE AS PASSIVE OPEN SPACE, WITH LIMITED USE FOR THE ENJOYMENT OF THE LIMITED USE OPEN SPACE (LUOS) IS OPEN SPACE THAT IS LOCATED ON SLOPES OF 25% OR GREATER AND WITHIN THE SLOPES ADJACENT TO WATER QUALITY AND DETENTION FEATURES. EXISTING SLOPES EXCEEDING 25% AND ANY NEWLY CREATED SLOPES EXCEEDING 25% WITHIN OPEN SPACE AREAS ARE CLASSIFIED AS LUOS AREAS. LUOS SPACE IS INTENDED COMMUNITY, GIVEN DIFFICULTY FOR ACCESS AND UNSUITABLE GRADIENTS FOR ADA ACCESSIBLE CIRCULATION ROUTES AND FLAT PLAYING FIELDS. THE COMMUNITY SOFT TRAIL AVOIDS AREAS OF LIMITED USE OPEN SPACE, WITH THE EXCEPTION OF MINOR ENCROACHMENTS WHERE STEPS ARE USED TO ACCOMPLISH VERTICAL TRANSITIONS TO LINK SECONDARY TRAILS. MI WIN PORTIONS OF THE 'SOFT TRAIL' SYSTEM ARE LOCATED WITHIN 'OPEN SPACE' AREA. THE 'SOFT TRAIL' TAKES THE MOST ADVANTAGEOUS ROUTE FOR INTEREST, PRIVACY AND OVERALL EXPERIENCE OF ITS FUTURE RESIDENTS. A LARGE AREA OF 'OPEN SPACE' IS CONTIGUOUS WITH THE EXISTING ADJACENT CONSERVATION AREA ALONG THE ROARING FORK RIVER IN ORDER TO CREATE A LARGER REGIONAL TRACT OF CONTIGUOUS OPEN SPACE LAND FOR HABITAT AND WILDLIFE PURPOSES. IMPROVEMENTS WITHIN THE OPEN SPACE WILL BE VERY LIMITED AND INCLUDE ONLY PORTIONS OF THE SOFT TRAIL AND ASSOCIATED SEATING AND VIEWING AREAS. Iwo 0° COMMON AREAS: 'COMMON AREAS' IS A CATEGORY OF UOS HELD IN COMMON BY THE COMMUNITY FOR MULTIPLE -USES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&RS). THESE ARE TRACTS WITHIN RESIDENTIAL AREAS OF THE COMMUNITY TO BE LEFT OPEN TO BREAK UP THE RESIDENTIAL AREA WITH LANDSCAPING AND ALLOW FOR CIRCULATION SYSTEM CONNECTIONS TO OCCUR THROUGHOUT THE COMMUNITY OPEN SPACE SYSTEM. COMMUNITY GARDENS WILL BE ALLOWED IN 'COMMON AREAS' AS DEFINED BY THE CURS. A FEW 'COMMON AREAS' ARE UNIQUE AND WILL HAVE SPECIFIC LANDSCAPES TREATMENT. THE USE OF 'COMMON AREAS' WILL EVOLVE OVER TIME AS THERE IS NEED FOR IMPROVEMENTS AND THE INTENT IS TO RESERVE FLEXIBILITY FOR THE COMMUNITY NEEDS INTO THE FUTURE. GARDEN/ORCHARD: 'GARDEN/ORCHARD' AREAS SPECIFICALLY SET ASIDE FOR COMMUNITY GARDENS AND CULTIVATING FRUIT TREES THAT ARE APPROPRIATE FOR THE AREA. THE 'GARDEN/ORCHARD' AREAS WILL BE HELD IN COMMON BY THE COMMUNITY AND THE MAINTENANCE WILL BE THE RESPONSIBILITY OF THE RIVER EDGE COLORADO PROPERTY OWNERS ASSOCIATION, INC. ("POA") WITH VOLUNTARY ASSISTANCE FROM RESIDENTS. THE MAJORITY OF EDIBLE FRUIT PRODUCTION WILL BE SHARED AMONGST THE COMMUNITY FOR CONSUMPTION, WHILE OTHERS MAY BE SOLD AT LOCAL FARMERS MARKETS. IT IS INTENDED THE 'GARDEN/ORCHARD' BECOME A MAJOR IDENTITY ELEMENT FOR THE COMMUNITY AND DISTINGUISHING AMENITY AROUND WHICH FESTIVALS, CELEBRATIONS, TRADITIONS, CAN BE ORGANIZED AND REVOLVE. APPROPRIATE FENCING WILL BE CONSTRUCTED FOR THE PURPOSE OF PROTECTION FROM WILDLIFE PREDATION. • • • RECREATION OPEN SPACE RECREATION OPEN SPACE (ROS) IS 'COMMUNITY OPEN SPACE' THAT IS LOCATED ON SLOPES 25% OR LESS AND IS SPECIFICALLY PROGRAMMED AND DESIGNED FOR ACTIVE RECREATION USES INCLUDING ORGANIZED SPORTS AND PLAY ACTIVITIES. TWO MAIN AREAS OF ROS EXIST WITHIN THE PROJECT. EACH IS CENTRALLY LOCATED IN THE NORTH AND SOUTHERN AREAS OF THE RESIDENTIAL AREA(S) OF THE COMMUNITY. EACH ROS AREA IS NO FURTHER THAN 1/4 MILE (APPROXIMATELY A 5 MINUTE WALK) TO THE SURROUNDING RESIDENTIAL LAND USES IT SERVES AND IS LOCATED IN CLOSE VICINITY TO GARDEN HOMES. WITHIN EACH OF THESE ROS AREAS A SPECIFIC PROGRAM FOR PARK AMENITIES IS CALLED FOR AS PART OF PUD PLAN AND INCLUDED AS PUBLIC BENEFITS. THESE INCLUDE: • MULTI-PURPOSE LAWN AREAS: THESE ARE LARGE AREAS SUITABLE FOR THE PLAYING OF INFORMAL ORGANIZED SPORTS SUCH AS SOCCER AND FOOTBALL, AND OTHER GAMES SUCH AS BALL AND FRISBEE TOSSING, KITE FLYING, AND OTHER TRADITIONAL PARK ACTIVITIES. SLOPE GRADIENTS SHALL BE APPROPRIATE FOR ANY AREAS INTENDED AS MULTI-PURPOSE SPORT FIELDS (AVERAGE GRADES NOT TO EXCEED 2.5 TO 3%). THESE AREAS WILL BE SURFACED WITH A CUSTOMIZED BLEND OF FESCUE TURF THAT IS LESS WATER INTENSIVE THAN REGULAR TURF AND APPROPRIATE FOR LIGHT TO MODERATE FOOT TRAFFIC AND RECREATIONAL PLAY. THE RECOMMENDED BLEND WILL BE DETERMINED AT THE TIME OF FINAL DESIGN. TREES, SHRUBS AND GRASSES MAY BE STRATEGICALLY LOCATED AT THE EDGES OF THE MULTI-PURPOSE LAWN AREAS TO PROVIDE SHADE AND CREATE BUFFERS WITH RESIDENTIAL AREAS. • MULTI -USE HARD SURFACE COURT: (1) 60X120 MULTI -USE HARD SURFACE COURT FOR BASKETBALL AND OTHER HARD COURT ACTIVITIES WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • MULTI -USE SOFT SURFACE COURT: (1) 60X120 MULTI -USE SOFT SURFACE COURT FOR A SAND FIELD FOR VOLLEYBALL, BADMINTON, BEACH SOCCER AND OTHER SIMILAR SOFT SURFACE SPORTS WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • PLAYGROUNDS / TOT LOTS: ONE PLAYGROUND AND TOT -LOT IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THE PLAYGROUNDS AND TOT LOTS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT IT SERVES. EACH PLAYGROUND AND TOT LOT WILL BE DESIGNED TO ENGAGE AT LEAST (2) DIFFERENT AGE GROUPS (3 TO 5 YEARS OLD, AND 6 TO 9 YEARS OLD) AND THERE WILL BE APPARATUSES AND PLAY OBJECTS TO SERVE BOTH GROUPS. • PICNIC / PARK AREA: ONE PICNIC / PARK AREA IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THESE AREAS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT THEY SERVE. EACH OF THESE AREAS WILL HAVE A SHELTER THAT PROVIDES A MINIMUM OF 20' X 20' OF COVERED SPACE, BBQ GRILLS, TRASH RECEPTACLES, AND PICNIC TABLES. THE AREAS AROUND THE PICNIC / PARK AREA WILL BE LANDSCAPED TO ACCENTUATE THE USER EXPERIENCE, CELEBRATE THE IDENTITY OF THE COMMUNITY AND GIVE NEIGHBORS SPECIAL • LEGEND 4. • DEVELOPMENT AREAS (RESIDENTIAL/COMMUNITY FACILITIES) COMMON AREA GARDEN/ORCHARD PARK - ACTIVE RECREATION OPEN SPACE - PASSIVE RECREATION CONSERVATION EASEMENT PEDESTRIAN CIRCULATION - SOFT TRAIL PEDESTRIAN CONNECTIONS (INCLUDES SOFT AND HARD TRAILS)1 RIO GRANDE TRAIL 1 INITIAL ALIGNMENTS TO BE DETERMINED AT TIME OF FINAL PLAT. PLACES TO GATHER. SIDE WALK AND SOFT TRAIL EXTENSIONS WILL CONNECT THESE AREAS TO THE COMMUNITY CIRCULATION SYSTEM. • SIDEWALKS AND SECONDARY 'SOFT TRAIL' CONNECTIONS: SIDEWALKS AND 'SOFT TRAIL' CONNECTIONS WILL BE PROVIDED TO THE PARKS AND AS CONNECTIONS BETWEEN AREAS WITHIN EACH PARK. OTHER SPACES TWO ADDITIONAL SPACES SUPPORT THE COMMUNITY'S NEEDS AND FURTHER CONNECTIONS BETWEEN 'COMMUNITY OPEN SPACES'. THESE INCLUDE RIGHTS-OF-WAY AND NEIGHBORHOOD CENTER. NEIGHBORHOOD CENTER THE NEIGHBORHOOD CENTER IS THE MAJOR COMMUNITY FOCAL AND GATHERING POINT. THE NEIGHBORHOOD CENTER OFFERS A RANGE OF FACILITIES BOTH INDOORS AND OUT INCLUDING POTENTIAL COMMUNITY SERVICE USES SUCH AS DAY CARE CENTER, COFFEE/SANDWICH SHOP OR HEALTH CLUB. THE NEIGHBORHOOD CENTER WILL LIKE INCLUDE MEETING ROOMS, KITCHEN, AND FITNESS ROOM AND OTHER COMMUNITY MULTIPURPOSE ROOMS AND FACILITIES. RIGHTS-OF-WAY ("ROW") ALL NEIGHBORHOOD STREETS WILL HAVE WITHIN THEIR RIGHT-OF-WAY A 5' WIDE TREE LAWN AREA ADJACENT AND IN BETWEEN THE ROADWAY CURBS AND SIDEWALKS, ON BOTH SIDES OF THE STREET. IN ADDITION TO TREE LAWNS, THERE ARE A FEW LARGER AREAS ALSO WITHIN THE RIGHT-OF-WAY (ROW) OF STREETS THAT COULD BE CATEGORIZED AS UOS. DUE THE LINEAR NATURE AND HIGHLY VISIBILITY OF THESE AREAS THROUGHOUT THE COMMUNITY, THEIR LANDSCAPING IS VERY IMPORTANT IN SETTING THE TONE AND CHARACTER FOR THE OVERALL PROJECT. THE EMPHASIS OF THE PROJECT IS TO HAVE AN EXPLICIT WATER CONSERVING AND REGIONALLY APPROPRIATE PALETTE OF PLANT AND LANDSCAPE MATERIALS USED THROUGHOUT THE COMMUNITY. THESE CONCEPTS WILL BE INTEGRATED INTO THE ROW. PEDESTRIAN NETWORK THE OVERALL PEDESTRIAN NETWORK IS MADE UP OF 'SOFT TRAILS' AND SIDEWALKS WHICH LINK ALL AREAS OF THE COMMUNITY TOGETHER. SOFT TRAIL SYSTEM A SOFT TRAIL SYSTEM FORMING AN APPROXIMATE 1.5 MILE SECONDARY PEDESTRIAN NETWORK INTERNAL TO THE COMMUNITY WILL CONNECT THE VARIOUS RESIDENTIAL AREAS TO EACH OTHER AND THE 'COMMUNITY OPEN SPACE 'AND RECREATION AREAS OF THE PROJECT. THIS PATH IS PREDOMINANTLY WITHIN THE UOS, ALTHOUGH IT ALSO TRAVERSES ACROSS AREAS OF ROS, AND TO A LESSER DEGREE LUOS. THE SOFT TRAIL IS INTENDED TO WORK HAND-IN-HAND WITH THE SIDEWALK NETWORK AS PART OF THE OVERALL COMMUNITY CIRCULATION SYSTEM. THE CORE ROUTE OF THE SOFT TRAIL IS ALONG CATTLE CREEK, AROUND THE GARDEN/ORCHARD AREAS AND THE WESTERN BOUNDARY OF THE PROJECT ORIENTED TOWARDS THE ROARING FORK RIVER. SECONDARY ROUTES OF THE SOFT TRAIL ARE PLANNED INTERNAL TO THE COMMUNITY THROUGH PARK AND COMMON AREAS. THE SOFT TRAIL SYSTEM CONNECTS TO THE RIO GRANDE TRAIL IN THE VICINITY OF THE NEIGHBORHOOD CENTER. A SIMPLE SYSTEM OF SIGNAGE AND WAY -FINDING THROUGHOUT THE COMMUNITY WILL DESIGNATE THE SOFT PATH ROUTE AND HELP USERS ORIENT THEMSELVES. SIDE WALK SYSTEM A SIDEWALK SYSTEM WITH 5 FOOT WIDE SIDEWALKS ON BOTH SIDES OF EVERY MAJOR STREET WITHIN THE PROJECT PROVIDES THE PRIMARY PEDESTRIAN CIRCULATION FRAMEWORK FOR THE COMMUNITY. THIS SYSTEM IS 100% ADA COMPLIANT AND PROVIDES ACCESS TO ALL THE MAJOR AMENITIES OF THE COMMUNITY. THE 'SOFT TRAIL' SYSTEM CONNECTS TO THE SIDEWALK SYSTEM IN SEVERAL AREAS, AND TOGETHER BOTH SYSTEMS PROVIDE AN EXTENSIVE PEDESTRIAN NETWORK THAT OFFERS AN ALTERNATIVE TO DRIVING A CAR. OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11' LogigaIllanniqIesign ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: OPEN SPACE PLAN SHEET NUMBER: OS01 .01 3 4 5 6 9 10 v ■■■■■■■■■■■■ \ ■■■■■■■■■■■■■■■■■ ■iiiiiiii.N ■ �/t` ■■■■ . • —I \ I. I 1 I I 1 (LiLLJ 1 I I 3L -_I_ \'4/ / \ ) • NNE ■ NNE ■■■■■ ■■■■■ ■■■■ ■■■■■ NNE NEN iii iNNEi ■ x'1/8 MILE Za RADIUS (6601/,; • • • • . . • • • • • I • • • • • PLAN DESCRIPTION: OPEN SPACE AND LANDSCAPE FRAMEWORK A NETWORK OF PASSIVE OPEN SPACE, PARK AND RECREATION AREAS WILL BE CONNECTED BY A PEDESTRIAN CIRCULATION SYSTEM OF SIDEWALKS AND SOFT TRAILS. THIS SYSTEM AND OPEN SPACE AND RECREATION FRAMEWORK WILL BE THE MAJOR AMENITY FOR THE COMMUNITY. ACTIVE PARKS, RECREATION FIELDS, PLAYGROUND AND TOT LOTS WILL BE LOCATED STRATEGICALLY THROUGH -OUT THE NETWORK PROVIDING RECREATIONAL AMENITIES TO ALL RESIDENTS ACCESSIBLE VIA THE OPEN SPACE AND CIRCULATION SYSTEM. PRODUCTIVE AND EDIBLE LANDSCAPES, INCLUDING COMMUNITY GARDENS AND NEIGHBORHOOD ORCHARDS WILL BE INTEGRATED AND DISPERSED IN BETWEEN THE RESIDENTIAL LAND USES AS GATHERING AND FOCAL PLACES FOR RESIDENTS WHILE PROVIDING EDUCATIONAL VALUE. ftiv aft Nal • t • • de''..,•J Nal THE COMBINATION OF TRAILS, RECREATION AREAS, AND OPEN SPACE SYSTEM WITH THE ABILITY TO ENGAGE IN 'INTERACTIVE COMMUNITY AGRICULTURE' ON A SMALL SCALE WILL MAKE RIVER EDGE A VERY DESIRABLE PLACE TO LIVE, FILLING A UNIQUE NICHE PERHAPS NOT YET ACCOUNTED FOR IN GARFIELD COUNTY. THIS UNIQUE COMBINATION WILL HELP ESTABLISH A SENSE OF PLACE, FOSTER COMMUNITY, ENGAGING RESIDENTS WITH THEIR IMMEDIATE ENVIRONMENT AND THEMSELVES IN MULTIPLE WAYS. IT IS INTENDED THIS OVERALL FRAMEWORK WILL SET THE TONE AND BECOME A MAJOR DRIVER OF THE IDENTITY OF THE COMMUNITY. DESIGN APPROACH & PHILOSOPHY THE DESIGN APPROACH TO LANDSCAPING OF PARK AND OPEN SPACE SYSTEMS OF THE PROJECT WILL BE ENVIRONMENTALLY SENSITIVE AND CONTEXTUAL IN ORDER TO PROTECT THE SURROUNDING NATURAL ENVIRONMENT AND FIT INTO THE OVERALL CHARACTER OF THE AREA. REGIONALLY APPROPRIATE PLANTS AND WATER CONSERVING LANDSCAPE PRACTICES WILL BE APPLIED AND SERVE AS STRONG UNIFYING ELEMENTS THROUGH -OUT ALL OPEN SPACE AND PARK AREAS OF THE PROJECT. THE OPEN SPACE AND RECREATION PLAN BRINGS RESIDENTS CLOSE TO THE LAND AND PROVIDES A VARIETY OF OPPORTUNITIES TO INTERACT WITH EACH OTHER AND NATURE, IN ACTIVE AND PASSIVE WAYS. THIS PHILOSOPHY IS EXPRESSED IN THE PLAN BY THE INCLUSION OF A VARIETY OF SPACES TO RECREATE, PLAY, AND EXERCISE AS WELL AS TO LEARN ABOUT NATURE AND THE ART OF GARDENING AND CYCLES OF FOOD AND PLANT PRODUCTION. THIS PHILOSOPHY IS DIRECTLY REINFORCED WITH THE OPPORTUNITY FOR RESIDENTS TO PARTICIPATE IN • I ♦ 1 , r- - - --1 i _ --A _.i; \ \\ • • • ' '• 'HANDS-ON' CULTIVATION OF LAND AND NURTURING OF PLANTS AS PART OF THE UNIQUE LANDSCAPE OFFERINGS. THE GOAL IS THE OPEN SPACE AND RECREATION FRAMEWORK WILL FOSTER A STRONG SENSE OF COMMUNITY AND HEALTHY LIFE-STYLE. COMMUNITY OPEN SPACES A TOTAL OF 74.47 ACRES TO BE LEFT IN AN OPEN MANNER AND HELD IN COMMON BY THE COMMUNITY AS SOME FORM OF 'COMMUNITY OPEN SPACE'. THIS AREA IS APPROXIMATELY 46.8% OF THE TOTAL AREA OF THE PROJECT. THE TOTAL 'COMMUNITY OPEN SPACE' IS DIVIDED INTO (3) THREE DIFFERENT CATEGORIES CONSISTENT WITH GARFIELD COUNTY REGULATIONS. THE THREE CATEGORIES ARE AS FOLLOWS: • USEABLE OPEN SPACE (46.55 ACRES) • LIMITED USE OPEN SPACE (10.84 ACRES) • RECREATION OPEN SPACE (17.08 ACRES) USEABLE OPEN SPACE 46.55 ACRES OR 62.5% OF THE TOTAL OPEN SPACE IS CATEGORIZED AS 'USEABLE OPEN SPACE'. USEABLE OPEN SPACE ("UOS") IS OPEN SPACE THAT IS LOCATED ON SLOPES OF 25% OR LESS AND GENERALLY LEFT OPEN FOR THE ENJOYMENT OF THE COMMUNITY IN A VARIETY OF WAYS. UOS SERVES AS A LANDSCAPE BUFFER BETWEEN RESIDENTIAL AREAS OF THE PROJECT, PROVIDES AREAS FOR PASSIVE RECREATION, COMMUNITY BEAUTIFICATION, AND COMMUNITY GARDENING. INCLUDED IN UOS ARE THE FOLLOWING SUB -CATEGORIES OF THE 'COMMUNITY OPEN SPACE': • OPEN SPACE (TRACTS) (40.50 ACRES) • COMMON AREA (TRACTS) (11.83 ACRES) • GARDEN/ORCHARDS (TRACTS) (5.06 ACRES) OPEN SPACE: 'OPEN SPACE' IS A CATEGORY OF UOS HELD IN COMMON BY THE COMMUNITY FOR THE PURPOSES OF BUFFERING OF ENVIRONMENTALLY SENSITIVE AREAS AND EXISTING INFRASTRUCTURE ADJACENT TO THE PROJECT WHILE ALLOWING LIMITED PASSIVE USES INCLUDING WALKING, RUNNING, HIKING, WILDLIFE AND SCENERY VIEWING. LANDSCAPING OF 'OPEN SPACE' IS TO BE PREDOMINANTLY NATIVE AND DROUGHT TOLERANT PER THE SUCCESSFUL ESTABLISHMENT OF SEED MIXES TO BE APPLIED IN THE RECLAMATION PHASE ZERO. \/ ' • • •,,:- • LIMITED USE OPEN SPACE AS PASSIVE OPEN SPACE, WITH LIMITED USE FOR THE ENJOYMENT OF THE LIMITED USE OPEN SPACE (LUOS) IS OPEN SPACE THAT IS LOCATED ON SLOPES OF 25% OR GREATER AND WITHIN THE SLOPES ADJACENT TO WATER QUALITY AND DETENTION FEATURES. EXISTING SLOPES EXCEEDING 25% AND ANY NEWLY CREATED SLOPES EXCEEDING 25% WITHIN OPEN SPACE AREAS ARE CLASSIFIED AS LUOS AREAS. LUOS SPACE IS INTENDED COMMUNITY, GIVEN DIFFICULTY FOR ACCESS AND UNSUITABLE GRADIENTS FOR ADA ACCESSIBLE CIRCULATION ROUTES AND FLAT PLAYING FIELDS. THE COMMUNITY SOFT TRAIL AVOIDS AREAS OF LIMITED USE OPEN SPACE, WITH THE EXCEPTION OF MINOR ENCROACHMENTS WHERE STEPS ARE USED TO ACCOMPLISH VERTICAL TRANSITIONS TO LINK SECONDARY TRAILS. MI WIN PORTIONS OF THE 'SOFT TRAIL' SYSTEM ARE LOCATED WITHIN 'OPEN SPACE' AREA. THE 'SOFT TRAIL' TAKES THE MOST ADVANTAGEOUS ROUTE FOR INTEREST, PRIVACY AND OVERALL EXPERIENCE OF ITS FUTURE RESIDENTS. A LARGE AREA OF 'OPEN SPACE' IS CONTIGUOUS WITH THE EXISTING ADJACENT CONSERVATION AREA ALONG THE ROARING FORK RIVER IN ORDER TO CREATE A LARGER REGIONAL TRACT OF CONTIGUOUS OPEN SPACE LAND FOR HABITAT AND WILDLIFE PURPOSES. IMPROVEMENTS WITHIN THE OPEN SPACE WILL BE VERY LIMITED AND INCLUDE ONLY PORTIONS OF THE SOFT TRAIL AND ASSOCIATED SEATING AND VIEWING AREAS. Iwo 0° COMMON AREAS: 'COMMON AREAS' IS A CATEGORY OF UOS HELD IN COMMON BY THE COMMUNITY FOR MULTIPLE -USES AS DEFINED IN THE COVENANTS, CONDITIONS AND RESTRICTIONS (CC&RS). THESE ARE TRACTS WITHIN RESIDENTIAL AREAS OF THE COMMUNITY TO BE LEFT OPEN TO BREAK UP THE RESIDENTIAL AREA WITH LANDSCAPING AND ALLOW FOR CIRCULATION SYSTEM CONNECTIONS TO OCCUR THROUGHOUT THE COMMUNITY OPEN SPACE SYSTEM. COMMUNITY GARDENS WILL BE ALLOWED IN 'COMMON AREAS' AS DEFINED BY THE CURS. A FEW 'COMMON AREAS' ARE UNIQUE AND WILL HAVE SPECIFIC LANDSCAPES TREATMENT. THE USE OF 'COMMON AREAS' WILL EVOLVE OVER TIME AS THERE IS NEED FOR IMPROVEMENTS AND THE INTENT IS TO RESERVE FLEXIBILITY FOR THE COMMUNITY NEEDS INTO THE FUTURE. GARDEN/ORCHARD: 'GARDEN/ORCHARD' AREAS SPECIFICALLY SET ASIDE FOR COMMUNITY GARDENS AND CULTIVATING FRUIT TREES THAT ARE APPROPRIATE FOR THE AREA. THE 'GARDEN/ORCHARD' AREAS WILL BE HELD IN COMMON BY THE COMMUNITY AND THE MAINTENANCE WILL BE THE RESPONSIBILITY OF THE RIVER EDGE COLORADO PROPERTY OWNERS ASSOCIATION, INC. ("POA") WITH VOLUNTARY ASSISTANCE FROM RESIDENTS. THE MAJORITY OF EDIBLE FRUIT PRODUCTION WILL BE SHARED AMONGST THE COMMUNITY FOR CONSUMPTION, WHILE OTHERS MAY BE SOLD AT LOCAL FARMERS MARKETS. IT IS INTENDED THE 'GARDEN/ORCHARD' BECOME A MAJOR IDENTITY ELEMENT FOR THE COMMUNITY AND DISTINGUISHING AMENITY AROUND WHICH FESTIVALS, CELEBRATIONS, TRADITIONS, CAN BE ORGANIZED AND REVOLVE. APPROPRIATE FENCING WILL BE CONSTRUCTED FOR THE PURPOSE OF PROTECTION FROM WILDLIFE PREDATION. • • • RECREATION OPEN SPACE RECREATION OPEN SPACE (ROS) IS 'COMMUNITY OPEN SPACE' THAT IS LOCATED ON SLOPES 25% OR LESS AND IS SPECIFICALLY PROGRAMMED AND DESIGNED FOR ACTIVE RECREATION USES INCLUDING ORGANIZED SPORTS AND PLAY ACTIVITIES. TWO MAIN AREAS OF ROS EXIST WITHIN THE PROJECT. EACH IS CENTRALLY LOCATED IN THE NORTH AND SOUTHERN AREAS OF THE RESIDENTIAL AREA(S) OF THE COMMUNITY. EACH ROS AREA IS NO FURTHER THAN 1/4 MILE (APPROXIMATELY A 5 MINUTE WALK) TO THE SURROUNDING RESIDENTIAL LAND USES IT SERVES AND IS LOCATED IN CLOSE VICINITY TO GARDEN HOMES. WITHIN EACH OF THESE ROS AREAS A SPECIFIC PROGRAM FOR PARK AMENITIES IS CALLED FOR AS PART OF PUD PLAN AND INCLUDED AS PUBLIC BENEFITS. THESE INCLUDE: • MULTI-PURPOSE LAWN AREAS: THESE ARE LARGE AREAS SUITABLE FOR THE PLAYING OF INFORMAL ORGANIZED SPORTS SUCH AS SOCCER AND FOOTBALL, AND OTHER GAMES SUCH AS BALL AND FRISBEE TOSSING, KITE FLYING, AND OTHER TRADITIONAL PARK ACTIVITIES. SLOPE GRADIENTS SHALL BE APPROPRIATE FOR ANY AREAS INTENDED AS MULTI-PURPOSE SPORT FIELDS (AVERAGE GRADES NOT TO EXCEED 2.5 TO 3%). THESE AREAS WILL BE SURFACED WITH A CUSTOMIZED BLEND OF FESCUE TURF THAT IS LESS WATER INTENSIVE THAN REGULAR TURF AND APPROPRIATE FOR LIGHT TO MODERATE FOOT TRAFFIC AND RECREATIONAL PLAY. THE RECOMMENDED BLEND WILL BE DETERMINED AT THE TIME OF FINAL DESIGN. TREES, SHRUBS AND GRASSES MAY BE STRATEGICALLY LOCATED AT THE EDGES OF THE MULTI-PURPOSE LAWN AREAS TO PROVIDE SHADE AND CREATE BUFFERS WITH RESIDENTIAL AREAS. • MULTI -USE HARD SURFACE COURT: (1) 60X120 MULTI -USE HARD SURFACE COURT FOR BASKETBALL AND OTHER HARD COURT ACTIVITIES WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • MULTI -USE SOFT SURFACE COURT: (1) 60X120 MULTI -USE SOFT SURFACE COURT FOR A SAND FIELD FOR VOLLEYBALL, BADMINTON, BEACH SOCCER AND OTHER SIMILAR SOFT SURFACE SPORTS WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • PLAYGROUNDS / TOT LOTS: ONE PLAYGROUND AND TOT -LOT IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THE PLAYGROUNDS AND TOT LOTS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT IT SERVES. EACH PLAYGROUND AND TOT LOT WILL BE DESIGNED TO ENGAGE AT LEAST (2) DIFFERENT AGE GROUPS (3 TO 5 YEARS OLD, AND 6 TO 9 YEARS OLD) AND THERE WILL BE APPARATUSES AND PLAY OBJECTS TO SERVE BOTH GROUPS. • PICNIC / PARK AREA: ONE PICNIC / PARK AREA IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THESE AREAS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT THEY SERVE. EACH OF THESE AREAS WILL HAVE A SHELTER THAT PROVIDES A MINIMUM OF 20' X 20' OF COVERED SPACE, BBQ GRILLS, TRASH RECEPTACLES, AND PICNIC TABLES. THE AREAS AROUND THE PICNIC / PARK AREA WILL BE LANDSCAPED TO ACCENTUATE THE USER EXPERIENCE, CELEBRATE THE IDENTITY OF THE COMMUNITY AND GIVE NEIGHBORS SPECIAL • LEGEND 4. • DEVELOPMENT AREAS (RESIDENTIAL/COMMUNITY FACILITIES) COMMON AREA GARDEN/ORCHARD PARK - ACTIVE RECREATION OPEN SPACE - PASSIVE RECREATION CONSERVATION EASEMENT PEDESTRIAN CIRCULATION - SOFT TRAIL PEDESTRIAN CONNECTIONS (INCLUDES SOFT AND HARD TRAILS)1 RIO GRANDE TRAIL 1 INITIAL ALIGNMENTS TO BE DETERMINED AT TIME OF FINAL PLAT. PLACES TO GATHER. SIDE WALK AND SOFT TRAIL EXTENSIONS WILL CONNECT THESE AREAS TO THE COMMUNITY CIRCULATION SYSTEM. • SIDEWALKS AND SECONDARY 'SOFT TRAIL' CONNECTIONS: SIDEWALKS AND 'SOFT TRAIL' CONNECTIONS WILL BE PROVIDED TO THE PARKS AND AS CONNECTIONS BETWEEN AREAS WITHIN EACH PARK. OTHER SPACES TWO ADDITIONAL SPACES SUPPORT THE COMMUNITY'S NEEDS AND FURTHER CONNECTIONS BETWEEN 'COMMUNITY OPEN SPACES'. THESE INCLUDE RIGHTS-OF-WAY AND NEIGHBORHOOD CENTER. NEIGHBORHOOD CENTER THE NEIGHBORHOOD CENTER IS THE MAJOR COMMUNITY FOCAL AND GATHERING POINT. THE NEIGHBORHOOD CENTER OFFERS A RANGE OF FACILITIES BOTH INDOORS AND OUT INCLUDING POTENTIAL COMMUNITY SERVICE USES SUCH AS DAY CARE CENTER, COFFEE/SANDWICH SHOP OR HEALTH CLUB. THE NEIGHBORHOOD CENTER WILL LIKE INCLUDE MEETING ROOMS, KITCHEN, AND FITNESS ROOM AND OTHER COMMUNITY MULTIPURPOSE ROOMS AND FACILITIES. RIGHTS-OF-WAY ("ROW") ALL NEIGHBORHOOD STREETS WILL HAVE WITHIN THEIR RIGHT-OF-WAY A 5' WIDE TREE LAWN AREA ADJACENT AND IN BETWEEN THE ROADWAY CURBS AND SIDEWALKS, ON BOTH SIDES OF THE STREET. IN ADDITION TO TREE LAWNS, THERE ARE A FEW LARGER AREAS ALSO WITHIN THE RIGHT-OF-WAY (ROW) OF STREETS THAT COULD BE CATEGORIZED AS UOS. DUE THE LINEAR NATURE AND HIGHLY VISIBILITY OF THESE AREAS THROUGHOUT THE COMMUNITY, THEIR LANDSCAPING IS VERY IMPORTANT IN SETTING THE TONE AND CHARACTER FOR THE OVERALL PROJECT. THE EMPHASIS OF THE PROJECT IS TO HAVE AN EXPLICIT WATER CONSERVING AND REGIONALLY APPROPRIATE PALETTE OF PLANT AND LANDSCAPE MATERIALS USED THROUGHOUT THE COMMUNITY. THESE CONCEPTS WILL BE INTEGRATED INTO THE ROW. PEDESTRIAN NETWORK THE OVERALL PEDESTRIAN NETWORK IS MADE UP OF 'SOFT TRAILS' AND SIDEWALKS WHICH LINK ALL AREAS OF THE COMMUNITY TOGETHER. SOFT TRAIL SYSTEM A SOFT TRAIL SYSTEM FORMING AN APPROXIMATE 1.5 MILE SECONDARY PEDESTRIAN NETWORK INTERNAL TO THE COMMUNITY WILL CONNECT THE VARIOUS RESIDENTIAL AREAS TO EACH OTHER AND THE 'COMMUNITY OPEN SPACE 'AND RECREATION AREAS OF THE PROJECT. THIS PATH IS PREDOMINANTLY WITHIN THE UOS, ALTHOUGH IT ALSO TRAVERSES ACROSS AREAS OF ROS, AND TO A LESSER DEGREE LUOS. THE SOFT TRAIL IS INTENDED TO WORK HAND-IN-HAND WITH THE SIDEWALK NETWORK AS PART OF THE OVERALL COMMUNITY CIRCULATION SYSTEM. THE CORE ROUTE OF THE SOFT TRAIL IS ALONG CATTLE CREEK, AROUND THE GARDEN/ORCHARD AREAS AND THE WESTERN BOUNDARY OF THE PROJECT ORIENTED TOWARDS THE ROARING FORK RIVER. SECONDARY ROUTES OF THE SOFT TRAIL ARE PLANNED INTERNAL TO THE COMMUNITY THROUGH PARK AND COMMON AREAS. THE SOFT TRAIL SYSTEM CONNECTS TO THE RIO GRANDE TRAIL IN THE VICINITY OF THE NEIGHBORHOOD CENTER. A SIMPLE SYSTEM OF SIGNAGE AND WAY -FINDING THROUGHOUT THE COMMUNITY WILL DESIGNATE THE SOFT PATH ROUTE AND HELP USERS ORIENT THEMSELVES. SIDE WALK SYSTEM A SIDEWALK SYSTEM WITH 5 FOOT WIDE SIDEWALKS ON BOTH SIDES OF EVERY MAJOR STREET WITHIN THE PROJECT PROVIDES THE PRIMARY PEDESTRIAN CIRCULATION FRAMEWORK FOR THE COMMUNITY. THIS SYSTEM IS 100% ADA COMPLIANT AND PROVIDES ACCESS TO ALL THE MAJOR AMENITIES OF THE COMMUNITY. THE 'SOFT TRAIL' SYSTEM CONNECTS TO THE SIDEWALK SYSTEM IN SEVERAL AREAS, AND TOGETHER BOTH SYSTEMS PROVIDE AN EXTENSIVE PEDESTRIAN NETWORK THAT OFFERS AN ALTERNATIVE TO DRIVING A CAR. OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11' LogigaIllanniqIesign ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: OPEN SPACE PLAN SHEET NUMBER: OS01 .01 3 4 5 6 9 10 0 0 0 0 z Q w w z w _J 0 w o \o z coZ cn Q E LI; U 0_ 1 . w w Q Qo o w I -1- w00 w 0_ 0_ PLOT STYLE: 81 40CAD MSTANDARD.CTB 10 A 250 0 250 500 SCALE IN FEET SH82 Roy ,1 k *00** ik I 1 II* • � \ 111-1��V.... _ �i1U001110111��i ■ ■ . ,� �.' ! �1-1-1-1-1-1-01-1-1-1-001P ■ 444 \\ �. �I1-01-001-1-001-1-1-001 ■ ■1011, • `\ ��-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-� ■ _.00000001a-lauuuuuuuouav 'i AV1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 I ..I01-1-1-1-1-1-1-1-1-01-1-1-1-1-1-1-000001-1-1�i• A ��-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1� .ALV1-1-1-1-1-1-1-1� 1�. .11111111111111 \1111111111111111111111111111. �� X10-1-1-1-1-000001-1-1-1� VA � :-I -/ P 71-1-1-1-1-1-1-1-1-1-01-1-001-00001-1�. •I 1 • i� 1 +1- ►.N L2 TA f /1 1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1�, ■� 11-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-..A' N.Y1V1VA/A-.- •� �►►' 00000000000001-0000001-001-I x-01-1-01-1-01-1-1-1-1-1-1-1-1-1-1-00001-1-01-i-�•! .• ♦ 0-0000001-001UO-10-001-001-io0� X000001-01-10-1-1-1-1U-10000-001pv�- �.\, �j��•00000000000000-000000-01--1-0�-1-1-01-0�-1-1-1-1��-1���1-1-01-�•� II!A ►� ��1--1-1---1-1-1-�-�-�-1-�-1-�-1-AVAV.V8•••t-� �1---1_-1-1-1-1__-1-1-1-1-1-1-1-1-��•� D1! -A VA m1-01-1-1-01-0001-1-1-01 T. _ Arm% oo0luoo000OO-oAv ��...�u.0.-o�-O�-OO�.O.U-000OOO000OO,�-A ��-----1-----1----1-------1-1---1-�---M 1�------1--1----1-�-1-Al' -------------gyp ••1-1-1-1-1-1-1-1-11v N. 1-1-1-1-1-1-1p' �auuuuu- _.01-1-001-1-t WA vo, fit A0-1-1-01-101-1\.. 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THESE PLANS SUPPORT THE PUD GUIDE AND LANDSCAPE PLAN. 2. THE PROTOTYPICAL LANDSCAPE PLANS ARE SCHEMATIC IN NATURE AND DEPICT GENERAL LANDSCAPE DESIGN INTENT. FINAL LANDSCAPE PLANS SHALL BE DEVELOPED AT TIME OF FINAL PLAT FOR EACH FILING. FINAL LANDSCAPE PLANS SHALL REASONABLY CONFORM TO THE PROTOTYPICAL PLANS WHILE ALLOWING FLEXIBILITY FOR SPECIFIC SITE CONDITIONS AND CIRCUMSTANCES. 1 • As ©• v • • • • • . • • 1 -• • • 1� • • • ♦ • %A,05.01 • • • 3 -• 3. PLANT AND QUANTITIES SHALL BE PER THE RATIOS AND PERCENTAGES STATED IN THE PUD GUIDE. 4. THE PROTOTYPICAL LANDSCAPE PLANS SHALL BE COORDINATED WITH THE EROSION AND SEDIMENT CONTROL PLAN AND THE RECLAMATION PLAN (PHASE 0). OPEN SPACE TRACTS ARE PROPOSED TO BE FULLY RECLAIMED AND REVEGETATED IN ADVANCE OF DEVELOPMENT PER THE RECLAMATION PLAN (PHASE 0). 5. THESE PLANS WERE PREPARED BY OR UNDER THE SUPERVISION OF A LICENSED AND REGISTERED LANDSCAPE ARCHITECT IN THE STATE OF COLORADO. (PEDRO CAMPOS, STATE OF COLORADO LANDSCAPE ARCHITECT, LICENCE #373). 0 • • 4 40 04 4 •1 1• • 1. 1 1 1 4 1 EXIST. PROPERTY LINE (PROJECT LIMITS) 1 • • • • •• • • • • •1• 1 • 1 1 • i1 • • • •• • 1•• • • • • • 1 • • • • • •1 + • 1 •/ • • f • • • •�• 1 • 1 • 1 , * 1 / v • • • 1 • ♦ f • • • ♦ • • 1 • • 1 1 • • • f • f • • • • • ▪ f - 1 , , • 4101114 • 00040.0/ • • , • • • 4 • • • 4 • • • • • • , , 1 • 1 • ' • • • , • • ' • ' • 1 • • • { • • 1 .0• 14 0114.0i • • • • • • • • • • ♦ • • • • 4 • 4 • • • , • • , , 4 •• • •• • • •/ • 11• •1.1• •1.11✓ • + • • • 1 • • • • • + • • • • • 1 • • %1 • 4 •• •/ �♦ • 1/ • 1 ' • ♦ ♦ • • • • • • f • • • • • f 1 • • , • , • • • • •• 1 • • 4 • • • • • 4 1 4 • ' •/ 4 • 4 ♦ 4 4 , ♦ • , • 4/ • • ,•,• • , • V 4 • • • 1 , • 4 • • • • • •� • • • • • •• • •• • •• •• • • • • • • • • • • 1 1 f ♦ • • f • • f ; O .344 • ♦ 1 1 1 • , • • • 1 • ♦ ♦ • , • • 1 • • • • • • • / f f 1 1. 1• 1 1 1, 1, • / 1 • • 1 • • •• ♦•/ • 1 • • • 1 • • • • • • • ♦ • r 19 • 4 • • • 1 1 4/ I // 1 1/ • • • 00' PROTOTYPICAL LANDSCAPE DRAWINGS INDEX AND DESCRIPTIONS (REFER TO DRAWING SHEETS LA SERIES) LA01.00 LANDSCAPE PLAN OVERALL LA02.01 STREET RIGHT-OF-WAY PROTOTYPICAL LANDSCAPE PLAN 300' LINEAL SEGMENT OF ROAD SHOWING TREATMENT ON BOTH SIDES OF THE ROAD. LA02.02 ROUNDABOUT STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN PLAN OF ROUNDABOUT INTERSECTION. LA02.03 REGULAR STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN PLAN OF REGULAR / TRADITIONAL STREET INTERSECTION. LA03.01 COMMON AREA PROTOTYPICAL LANDSCAPE PLAN - CONDITION # 1 CONNECTION TO SOFT TRAIL BETWEEN RESIDENTIAL LOTS LA03.02 COMMON AREA PROTOTYPICAL LANDSCAPE PLAN - CONDITION #2 COMMON AREA BETWEEN RESIDENTIAL LOTS WITH FRONTAGE TO RFTA RIO GRANDE TRAIL LA03.03 SINGLE-FAMILY LOT PROTOTYPICAL LANDSCAPE PLAN TYPICAL LANDSCAPE COVERAGE / SURFACE TREATMENTS FOR SINGLE-FAMILY LOT LA03.04 COMMUNITY GARDENS AND ORCHARDS PROTOTYPICAL LANDSCAPE PLAN SCHEMATIC DIAGRAM OF COMMUNITY GARDENS Sc ORCHARDS PLOT LA04.01 PARK & ACTIVE RECREATION PROTOTYPICAL LANDSCAPE PLAN SCHEMATIC DIAGRAM OF MULTI -USE LAWN, MULTI -USE HARD SURFACE COURT, PLAYGROUND, PATHS, PICNIC SHELTER, OTHER PARK ELEMENTS, BASIC LANDSCAPING, GROUNDCOVER, SURFACE TREATMENTS LA05.01 HERONRY SCREEN AREAS 'A' & 'B' PROTOTYPICAL LANDSCAPE PLAN PROTOTYPICAL SCREEN PLANTINGS FROM PRE -DEVELOPMENT RECLAMATION PLAN APPLIED TO (2) AREAS THAT ARE NOW DESIGNATED FOR HERONRY SCREENING. - MAP LEGEND A / / / ♦/ i • •� , •/ OPEN SPACE COMMON AREA PARK ORCHARD / GARDEN DEVELOPMENT AREAS - RESIDENTIAL / COMMUNITY FACILITIES PEDESTRIAN CIRCULATION - SOFT PATH CONSERVATION AREAS (OUTSIDE RIVER EDGE PROPERTY). OWNER/DEVELOPER: r COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 4- Logistics Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'� c ' `h-7 TUTTLE SURVEYING SERVICES 7U77ZE SURIE'Y/NC SKRJ//CKS 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J Iss- us. corn 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 DESIGNED BY: PMC/WSO DRAWN BY: PMC CHECKED BY: PMC/WSO SHEET TITLE: LANDSCAPE PLAN OVERALL SHEET NUMBER: LA01.00 1 2 3 5 6 7 8 9 10 O O O z w 0 LU z J O w 0\o Z co z m 0 E o � w U m I=� w w m Q o0 W O O I J J LL 0 0 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 .C. (TYPICAL S 100'-0" (TYPICAL LAYOUT OF PLANTING AREA) ..' ■■■■■■■■.I1■I .\..rpl■■■■■p"! •I MMIMIOROIMM I::::iliOii:::: SPECIES TO VARY FROM SELECTION IN SCHEDULE BELOW, LOCATIONS TO BE STAGGERED/ ALTERNATED (''\ ■■■■■■■■■■■l1\■.pt. ■■■■, ■■■■■■■II...[ ■■■■......■.ii.-... mommo■■■■■mmm2i■■ '................ I I I ■ 0 0 0 0 0 00 0 0 0 0 REET TREE SPACING) I 0 0 O 00 1 5'-0" LANDSCAPE ZONE 1----- 0 5'-0" SIDEWALK X00 7//i TYPICAL STREET ENLARGED PLAN SCALE: 1/4" = 1'-0" n LOT 6 LOT 7 • 0 KEY LEGEND/SCHEDULE: -r 60'-0" LOT 15 1 LOT 8 1 I LOT 14 T1 I 00' .0" TYPICAL STREET ENLARGED PLAN SCALE: 1" = 10' LOT 9 1 0 If) LOT 13 A - -r • 1 00 0 LOT 10 0 _,•11111•1/M11•=111,4111-.18110.•••111_7ffIl LOT 12 TYPICAL STREET LANDSCAPE PLAN SCALE: 1" = 20' LOT 11 OWNER/DEVELOPER: NN:"\ .0,!•vw.m.w.w.E D� f � COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In d C co co Lagistics I Planning I Design 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/J tss—us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 KEY MAP: 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: STREET RIGHT-OF-WAY PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.01 1 2 3 4 5 6 7 8 9 10 o o O ® DECIDUOUS TREE POTENTIAL XERIC TREE SPECIES: POTENTIAL GRASS SPECIES: , LOW GROW TURF (20% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) Tatarian Maple — Acer tataricum Blue Grama Grass — Bouteloua gracilis Ginnala Maple — Acer ginnala 'flame' Blue Fescue — Festuca Glauca Shubert Chokecherry — Prunus virginiana 'Shubert' Blue Avena Grass — Helictotrichon sempervirens Bur Oak — Quercus macrocarpa Little Blue Stem — Schizachyrium scoparium Honey Locust — Gleditsia triacanthos inemris Indian Rice Grass — Oryzopsis hymenoides Western Catalpa — Catalpa speciosa European Mountain Ash — Sorbus aucuparial P P Coffeetree — Gymocladus diocus PLANTING NOTES: 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH—IN R.O.W.) PERENNIALS & FLOWER BEDS (15%SHRUB MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA)Kentucky 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH—IN R.O.W.) NATIVE GRASS Western Hackberry — Celtis occidentalis 1. PLANT MATERIAL TO BE IRRIGATED BY A NON—POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL POTENTIAL XERIC SHRUB SPECIES: PERIOD OF ESTABLISHMENT. /MIN. j / GROUND COVER MULCH (65% ( ) WITH—IN EVERY 100 OF R.O.W. PLANTING AREA) Chinese Juniper varieties — Juniperus chinensis 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% Juniperus horizontalis varieties — Juniperus OR LESS WATERING REQUIREMENTS. horizontalis 3. SOIL AMENDMENT TO BE COORDINATED WITH Juniperus sabina varieties — Juniperus sabina RECLAMATION PLAN. p 4. TOPSOIL TO BE FROM STOCKPILES ON—SITE. varieties 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. Mugo Pine varieties — Pinus muga varieties Saskatoon Serviceberry — Amelanchier alnifolia 6. PLANT MATERIALS TO BE SOURCED FROM ON—SITE tridentata — Mountain Big Sage NURSERY AND REGIONAL WESTERN SLOPED BASED Spreading Cotoneaster — Cotoneaster divaricatus NURSERIES TO THE EXTENT POSSIBLE. Cinquefoil — Potentilla varieties Alpine Currant — Ribes alpinum Pixwell Gooseberry — Ribes hirtellum 'Pixwell' White Snowberry — Symphoricarpos albus 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH—IN R.O.W.) LANDSCAPE BOULDER SIDEWALKPER CIVIL)Artemisia SIDEWALK( CROSSWALK (PER CIVIL) ■U■U■U■U■■ GROUND COVER (COBBLE)p ■■■■■■■■■■ ■■■■■■■■■■ (65% MIN. WITH—IN EVERY 100' ■........■ ■•■■■•■■■■ OF R.O.W. PLANTING AREA) ROUNDABOUT LANDSCAPING (TBD AT FIRST FILING) OWNER/DEVELOPER: NN:"\ .0,!•vw.m.w.w.E D� f � COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In d C co co Lagistics I Planning I Design 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/J tss—us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 KEY MAP: 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: STREET RIGHT-OF-WAY PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.01 1 2 3 4 5 6 7 8 9 10 O O O z w LU z LLI s-� J O L -L -i o \o Z CO z m E w LI] wm Q o0 I- I- 11-1 O O I J J LL 0 0 0 PLOT STYLE: 81 40CAD_MSTANDARD.CTB 10 A COMMON AREA '-0" SIDEWALK GROUND COVER PLANTINGS (18" MAX HEIGHT) DUE TO SIGHT LINE RESTRICTIONS MUTCD STANDARD CROSSWALK STRIPING Mb. p' EW N`Jro�- .�_.pr Al my - Arm C» iMErollo1/ I■EMJ■I IrMEMMENVy AM•1%./AREW —I rr --r1� MAIN ROUNDABOUT ENLARGED PLAN SCALE: 1" = 10' NEIGHBORHOOD CENTER KEY LEGEND/SCHEDULE: f3/ (fr#AA, COMMUNITY GARDENS AND ORCHARDS Ail AlkFIF d11PPP r .uv :iiroir _ CrGr 1_i•AmmmAnErrAMiarr er r r .IWNEW .OMAN., Away .. Away � ...o ■L !.== OIJr O Ql� �. PP— COMMON AREA GROUND COVER PLANTINGS (18" MAX HEIGHT) DUE TO SIGHT LINE RESTRICTIONS ROUNDABOUT DRIVEABLE APRON (REFER TO CIVIL) rE'r ANLL... ILLIOIrI ..LOLL. AAAA... COMMUNITY GARDENS AND ORCHARDS NEIGHBORHOOD CENTER MAIN ROUNDABOUT LANDSCAPE PLAN SCALE: 1" = 20' OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In N C Logistics I Planning I esign 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/J tss-us corn 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 SH82 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: ROUNDABOUT STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.02 1 3 4 5 6 7 8 9 10 ° O ® DECIDUOUS TREE POTENTIAL XERIC TREE SPECIES: POTENTIAL GRASS SPECIES: LOW GROW TURF (20% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) Tatarian Maple — Acer tataricum Blue Grama Grass — Bouteloua gracilis Ginnala Maple — Acer ginnala 'flame' Blue Fescue — Festuca Glauca Shubert Chokecherry — Prunus virginiana 'Shubert' Blue Avena Grass — Helictotrichon sempervirens Bur Oak — Quercus macrocarpa Little Blue Stem — Schizachyrium scoparium Honey Locust — Gleditsia triacanthos inemris Indian Rice Grass — Oryzopsis hymenoides Western Catalpa — Catalpa speciosa European Mountain Ash — Sorbus aucuparial PLANTING NOTES: Kentucky Coffeetree — Gymocladus diocus 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH—IN R.O.W.) SHRUB NPERENNIALS k ,OF & FLOWER BEDS (15% MAX. WITH—IN EVERY 100' R.O.W. PLANTING AREA)° 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH—IN R.O.W.) NATIVE GRASS Western Hackberry — Celtis occidentalis 1. PLANT MATERIAL TO BE IRRIGATED BY A NON—POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL POTENTIAL XERIC SHRUB SPECIES: PERIOD OF ESTABLISHMENT. ji/WITH—IN GROUND COVER MULCH ( ) RY 100 OF (65% R.O.W.MIN. PLANTING EVEAREA)Juniperus Chinese Juniper varieties — Juniperus chinensis 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% horizontalis varieties — Juniperus OR LESS WATERING REQUIREMENTS. horizontalis 3. SOIL AMENDMENT TO BE COORDINATED WITH Juniperus sabina varieties — Juniperus sabina RECLAMATION PLAN. p p 4. TOPSOIL TO BE FROM STOCKPILES ON—SITE. varieties 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. Muga Pine varieties — Pinus muga varieties Saskatoon Serviceberry — Amelanchier alnifolia 6. PLANT MATERIALS TO BE SOURCED FROM ON—SITE tridentata — Mountain Big Sage NURSERY AND REGIONAL WESTERN SLOPED BASED Spreading Cotoneaster — Cotoneaster divaricatus NURSERIES TO THE EXTENT POSSIBLE. Cinquefoil — Potentilla varieties Alpine Currant — Ribes alpinum Pixwell Gooseberry — Ribes hirtellum 'Pixwell' White Snowberry — Symphoricarpos albus 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH—IN R.O.W.) LANDSCAPE BOULDER SIDEWALKPER CIVIL)Artemisia SIDEWALK( CROSSWALK (PER CIVIL) ■■■■■■■■■■ (COBBLE) GROUND COVER COBBLE ■■■■■■■■■■ ■■■■■■■■■■ (65% MIN. WITH—IN EVERY 100' =■■■■■■■■N ■■■■■■■■■■ OF R.O.W. PLANTING AREA) ♦ ROUNDABOUT LANDSCAPING (TBD AT FIRST FILING) _ _ _ _ _ OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In N C Logistics I Planning I esign 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/J tss-us corn 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 SH82 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: ROUNDABOUT STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.02 1 3 4 5 6 7 8 9 10 O O O z w cnrn LU LU o z s-� J O w o \o Z co z m E w m I=� w w m Q o0 I- I- 11-1 O O I J J LL 0 0 PLOT STYLE: 81 40CAD_MSTANDARD.CTB A PERENNIAL BEDS AT PEDESTRIAN CROSSWALKS TO ANNOUNCE INTERSECTION MUTCD STANDARD CROSSWALK STRIPING TURF AREAS AT PEDESTRIAN CROSSWALKS TO ANNOUNCE INTERSECTION TYPICAL INTERSECTION ENLARGED PLAN 2 SCALE: 1/4" = 1'-0" 1 I I I 1 I I I I I L 1 _I - LOT 8 I I 1 , I 60'-0" I L) M 1 I 1 I I I KEY LEGEND/SCHEDULE: '-0" LANDSCAPE ZONE I I I I r tO) I I I I I I PERENNIAL BEDS AT PEDESTRIAN CROSSWALKS TO ANNOUNCE INTERSECTION I I 1 I I TURF AREAS AT PEDESTRIAN CROSSWALKS TO ANNOUNCE INTERSECTION I I I I LOT 7 0 9 to I 1 I I I I I_ 1 I I II 1 II 1 I I 1 I I 1 1 1 USABLE OPEN SPACE \, I COMMON AREA TYPICAL INTERSECTION LANDSCAPE PLAN SCALE: 1" = 10' I I / 10 OWNER/DEVELOPER: 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 Logistics I Planning I esign www.8140partners.com SURVEYOR: 7'� c li Oki! TUTTLE SURVEYING SERVICES ,'ams SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 KEY MAP: 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: REGULAR STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.03 1 3 4 5 6 7 8 9 10 o o O ® DECIDUOUS TREE POTENTIAL XERIC TREE SPECIES: POTENTIAL GRASS SPECIES: , LOW GROW TURF (20% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) Tatarian Maple — Acer tataricum Blue Grama Grass — Bouteloua gracilis Ginnala Maple — Acer ginnala 'flame' Blue Fescue — Festuca Glauca Shubert Chokecherry — Prunus virginiana 'Shubert' Blue Avena Grass — Helictotrichon sempervirens Bur Oak — Quercus macrocarpa Little Blue Stem — Schizachyrium scoparium Honey Locust — Gleditsia triacanthos inemris Indian Rice Grass — Oryzopsis hymenoides Western Catalpa — Catalpa speciosa European Mountain Ash — Sorbus aucuparial P P Coffeetree — Gymocladus diocus PLANTING NOTES: 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH—IN R.O.W.) PERENNIALS & FLOWER BEDS (15%SHRUB MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA)Kentucky 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH—IN R.O.W.) NATIVE GRASS Western Hackberry — Celtis occidentalis 1. PLANT MATERIAL TO BE IRRIGATED BY A NON—POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL POTENTIAL XERIC SHRUB SPECIES: PERIOD OF ESTABLISHMENT. /MIN. j / GROUND COVER MULCH (65% ( ) WITH—IN EVERY 100 OF R.O.W. PLANTING AREA) Chinese Juniper varieties — Juniperus chinensis 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% Juniperus horizontalis varieties — Juniperus OR LESS WATERING REQUIREMENTS. horizontalis 3. SOIL AMENDMENT TO BE COORDINATED WITH Juniperus sabina varieties — Juniperus sabina RECLAMATION PLAN. p 4. TOPSOIL TO BE FROM STOCKPILES ON—SITE. varieties 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. Mugo Pine varieties — Pinus muga varieties Saskatoon Serviceberry — Amelanchier alnifolia 6. PLANT MATERIALS TO BE SOURCED FROM ON—SITE tridentata — Mountain Big Sage NURSERY AND REGIONAL WESTERN SLOPED BASED Spreading Cotoneaster — Cotoneaster divaricatus NURSERIES TO THE EXTENT POSSIBLE. Cinquefoil — Potentilla varieties Alpine Currant — Ribes alpinum Pixwell Gooseberry — Ribes hirtellum 'Pixwell' White Snowberry — Symphoricarpos albus 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH—IN R.O.W.) LANDSCAPE BOULDER SIDEWALKPER CIVIL)Artemisia SIDEWALK( CROSSWALK (PER CIVIL) ■■■■■■■■■■ GROUND COVER (COBBLE)p ■■■■■■■■■■ ■■■■■■■■■■ (65% MIN. WITH—IN EVERY 100' ■■■■■■■■■■ ■■■■■■■■■■ OF R.O.W. PLANTING AREA) ♦ ROUNDABOUT LANDSCAPING (TBD AT FIRST FILING) OWNER/DEVELOPER: 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 Logistics I Planning I esign www.8140partners.com SURVEYOR: 7'� c li Oki! TUTTLE SURVEYING SERVICES ,'ams SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS P.O. BOX 1976 Avon. Colorado 81620 TEL. (9701949-0257 FAX (970)949-1080 KEY MAP: 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: REGULAR STREET INTERSECTION PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA02.03 1 3 4 5 6 7 8 9 10 0 0 0 (f) z Q w w z LJJ �m _J 0 w o\o Z co z m�� \cn Q E - w U } w w m 0 Q I0 w 1— 1— w 0 0 w 0_ m 10 H G F E D C B 0 CC — < 0 z 0 0 0 a >J 0 J 0 A KEY LEGEND/SCHEDULE: V / ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■EINE■■■■■ LOW GROW TURF (20% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) PERENNIALS & FLOWER BEDS (15% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (MULCH) (65% MIN. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (COBBLE) (65% MIN. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) ROUNDABOUT LANDSCAPING (TBD AT FIRST FILING) 0 DECIDUOUS TREE 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH—IN R.O.W.) SHRUB 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH—IN R.O.W.) NATIVE GRASS 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH—IN R.O.W.) LANDSCAPE BOULDER SIDEWALK (PER CIVIL) CROSSWALK (PER CIVIL) POTENTIAL XERIC TREE SPECIES; Tatarian Maple — Acer tataricum Ginnala Maple — Acer ginnala 'flame' Shubert Chokecherry — Prunus virginiana 'Shubert' Bur Oak — Quercus macrocarpa Honey Locust — Gleditsia triacanthos inemris Western Catalpa — Catalpa speciosa European Mountain Ash — Sorbus aucuparial Kentucky Coffeetree — Gymocladus diocus Western Hackberry — Celtis occidentalis POTENTIAL XERIC SHRUB SPECIES: Chinese Juniper varieties — Juniperus chinensis Juniperus horizontalis varieties — Juniperus horizontalis Juniperus sabina varieties — Juniperus sabina varieties Mugo Pine varieties — Pinus mugo varieties Saskatoon Serviceberry — Amelanchier alnifolia Artemisia tridentata — Mountain Big Sage Spreading Cotoneaster — Cotoneaster divaricatus Cinquefoil — Potentilla varieties Alpine Currant — Ribes alpinum Pixwell Gooseberry — Ribes hirtellum 'Pixwell' White Snowberry — Symphoricarpos albus POTENTIAL GRASS SPECIES: Blue Grama Grass — Bouteloua gracilis Blue Fescue — Festuca Glauca Blue Avena Grass — Helictotrichon sempervirens Little Blue Stem — Schizachyrium scoparium Indian Rice Grass — Oryzopsis hymenoides PLANTING NOTES: 1. PLANT MATERIAL TO BE IRRIGATED BY A NON—POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL PERIOD OF ESTABLISHMENT. 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% OR LESS WATERING REQUIREMENTS. 3. SOIL AMENDMENT TO BE COORDINATED WITH RECLAMATION PLAN. 4. TOPSOIL TO BE FROM STOCKPILES ON—SITE. 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. 6. PLANT MATERIALS TO BE SOURCED FROM ON—SITE NURSERY AND REGIONAL WESTERN SLOPED BASED NURSERIES TO THE EXTENT POSSIBLE. 4T‘‘‘ RECLAIMED OPEN PACE (LANDSCAPING PER RECLAMATION P6A4 SEEDING) � o�t OIMENrONsimmEro LOT LINE _—__— _---__—_— _— 10' DRAINAGE & UTILITY EASEMENT LOT 3 • 0 W II z° J I- 0 J 11)k Pilida 111111111 I. illiiiiiiii till IIIIN IM MENEr MEM NI Emir , Mil --- ! 1 APPROXIMATELY 8-10% SLOPE RECL s IMED OPEN SPACE (LANDSCAPING P €R R CLAMATION PLAN SEEDING) 11 II rya 111. 11. to e 119 las i' 1114 it; 41 10' DRAINAGE & UTILITY EASEMENT • LOT LINE 7-- LOT LINES a 0 pr irlor mak -0:reizrz „mar 5'DRAINAGE& UTILITY EASEMENT H- z w eo w w cow Q� � J 0 1 1��� �� 111 1_I��IO»! 10 UI M iii�iiiiii�i�ii . �.. i ----II -Wr — 8' WIDE DECOMPOSED GRANITE PATHWAY CONNECTION PERENNIAL AND FLOWER BEDS TO ANNOUNCE PATHWAY CONNECTION 5' DRAINAGE & UTILITY EASEMENT MUTCD STANDARD CROSSWALK STRIPING LOT 4 TYPICAL STREET R.O.W. PLANTING REF: LA02.01 I— I I I I I I , I I I 1 1 I 1 I I I I 1 I 1 , II I SOFT TRAIL CONNECTION LANDSCAPE PLAN SCALE: 1" = 10' OWNER/DEVELOPER: 117 �,r a COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'� c opap TUTTLE SURVEYING SERVICES TUTTZE SURIO17NC SZRJICKS 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) jet/0 Iss- us. corn 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 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: COMMON AREA PROTOTYPICAL LANDSCAPE PLAN CONDITION #1 CONNECTION TO SOFT TRAIL SHEET NUMBER: LA03.01 1 2 3 4 5 6 7 8 9 10 0 CD 0 O N) 0 Q U) F- w w N Q N F- w w z J 0- / 0 U z C� w 0 z w w z CC z Lu Q J 0 J w 0 N 0 (n N O CO O cn (n Q z C� w 0 0 0 O (n F- z w Q F- (n - w > co w s- 0 0 (-LJ o \o Z z m w LI] wm Q o0 I- 1-1-1 00 _J J J Li a-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 KEY LEGEND/SCHEDULE: ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ LOW GROW TURF (20% MAX. WITH–IN EVERY 100' OF R.O.W. PLANTING AREA) PERENNIALS & FLOWER BEDS (15% MAX. WITH–IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (MULCH) (65% MIN. WITH–IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (COBBLE) (65% MIN. WITH–IN EVERY 100' OF R.O.W. PLANTING AREA) RFTA BUFFER LANDSCAPING (PER RFTA OPEN SPACE EASEMENT) 0 DECIDUOUS TREE 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH–IN R.O.W.) SHRUB 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH–IN R.O.W.) NATIVE GRASS 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH–IN R.O.W.) LANDSCAPE BOULDER SIDEWALK (PER CIVIL) CROSSWALK (PER CIVIL) POTENTIAL XERIC TREE SPECIES: Tatarian Maple – Acer tataricum Ginnala Maple – Acer ginnala 'flame' Shubert Chokecherry – Prunus virginiana 'Shubert' Bur Oak – Quercus macrocarpa Honey Locust – Gleditsia triaconthos inemris Western Catalpa – Catalpa speciosa European Mountain Ash – Sorbus aucuparial Kentucky Coffeetree – Gymocladus diocus Western Hackberry – Celtis occidentalis POTENTIAL XERIC SHRUB SPECIES: Chinese Juniper varieties – Juniperus chinensis Juniperus horizontalis varieties – Juniperus horizontalis Juniperus sabina varieties – Juniperus sabina varieties Mugo Pine varieties – Pinus mugo varieties Saskatoon Serviceberry – Amelanchier alnifolia Artemisia tridentata – Mountain Big Sage Spreading Cotoneaster – Cotoneaster divaricatus Cinquefoil – Potentilla varieties Alpine Currant – Ribes alpinum Pixwell Gooseberry – Ribes hirtellum 'Pixwell' White Snowberry – Symphoricarpos albus POTENTIAL GRASS SPECIES: Blue Grama Grass – Bouteloua gracilis Blue Fescue – Festuca Glauca Blue Avena Grass – Helictotrichon sempervirens Little Blue Stem – Schizachyrium scoparium Indian Rice Grass – Oryzopsis hymenoides PLANTING NOTES: 1. PLANT MATERIAL TO BE IRRIGATED BY A NON–POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL PERIOD OF ESTABLISHMENT. 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% OR LESS WATERING REQUIREMENTS. .3. SOIL AMENDMENT TO BE COORDINATED WITH RECLAMATION PLAN. 4. TOPSOIL TO BE FROM STOCKPILES ON–SITE. 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. 6. PLANT MATERIALS TO BE SOURCED FROM ON–SITE NURSERY AND REGIONAL WESTERN SLOPED BASED NURSERIES TO THE EXTENT POSSIBLE. EXISTING RFTA "RIO GRANDE TRAIL" NO WORK IN THIS AREA ��nlnQrADIIV(„/ P.FG?RAIAI(, PFR V' L I \1 V 1 1 1 Y \J 1 `1 \ RFTA nPEN SPL (E EArQERA1 MT • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • N n • «, I • I • •, I • 10' DRAINAGE & UTILITY EASEMENT OPTIONAL SPLIT RAIL FENCE (SIDE AND REAR YARD ONLY) I • REF: LA03.03 FOR TYPICAL LOT INFORMATION LOT 1 •, I • 5' DRAINAGE & UTILITY EASEMENT • I • MEE MEE MEi ME■ MEi MEE ME■ - ®®:INE11111111®/.® NEE wrr ■--: ■ter t Es. 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PLANTING REF: LA02.01 I COMMON AREA CONDITION #2 LANDSCAPE PLAN SCALE: 1" = 10' OWNER/DEVELOPER: ti COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 4 In G) co co Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES TUTTl�' SURK)7A'c SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je% ftss-u& corn 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 DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: COMMON AREA PROTOTYPICAL LANDSCAPE PLAN CONDITION #2 BETWEEN LOTS I ALONG RFTA SHEET NUMBER: LA03.02 1 3 4 5 6 8 9 10 O O O z < w w > z Lu —� J O w 0\o Z CO Z E w L LI] wm Q o0 Lu w 00 _I J J Li 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 KEY LEGEND/SCHEDULE: ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■ ■■.■■■..■■ LOW GROW TURF (20% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) PERENNIALS & FLOWER BEDS (15% MAX. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (MULCH) (65% MIN. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) GROUND COVER (COBBLE) (65% MIN. WITH—IN EVERY 100' OF R.O.W. PLANTING AREA) RFTA BUFFER LANDSCAPING (PER RFTA OPEN SPACE EASEMENT) ♦♦ FRONT YARD LANDSCAPING 40% MAX. LAWN AREA 60% MIN. GROUND COVER SIDE (Sc REAR YARD LANDSCAPING 60% MAX. LAWN AREA 40% MIN. GROUND COVER FRONT EASEMENT LANDSCAPING 100% LOW—GROW TURF LAWN X SPLIT—RAIL FENCE (IF FENCING DESIRED OR NECESSARY FOR DOMESTIC PET CONTAINMENT) 0 DECIDUOUS TREE 1.5 CALIPER MIN. SIZE (1 STREET TREE EVERY 60' O.C. WITH—IN R.O.W.) SHRUB 5 GALLON MIN. SIZE (6 SHRUBS EVERY 100' WITH—IN R.O.W.) NATIVE GRASS 1 GALLON MIN. SIZE (12 GRASSES EVERY 100' WITH—IN R.O.W.) LANDSCAPE BOULDER SIDEWALK (PER CIVIL) CROSSWALK (PER CIVIL) POTENTIAL XERIC TREE SPECIES: Tatarian Maple — Acer tataricum Ginnala Maple — Acer ginnala 'flame' Shubert Chokecherry — Prunus virginiana 'Shubert' Bur Oak — Quercus macrocarpa Honey Locust — Gleditsia triacanthos inemris Western Catalpa — Catalpa speciosa European Mountain Ash — Sorbus aucuparial Kentucky Coffeetree — Gymocladus diocus Western Hackberry — Celtis occidentalis POTENTIAL XERIC SHRUB SPECIES: Chinese Juniper varieties — Juniperus chinensis Juniperus horizontalis varieties — Juniperus horizontalis Juniperus sabina varieties — Juniperus sabina varieties Mugo Pine varieties — Pinus mugo varieties Saskatoon Serviceberry — Amelanchier alnifolia Artemisia tridentata — Mountain Big Sage Spreading Cotoneaster — Cotoneaster divaricatus Cinquefoil — Potentilla varieties Alpine Currant — Ribes alpinum Pixwell Gooseberry — Ribes hirtellum 'Pixwell' White Snowberry — Symphoricarpos albus POTENTIAL GRASS SPECIES: Blue Grama Grass — Bouteloua gracilis Blue Fescue — Festuca Glauca Blue Avena Grass — Helictotrichon sempervirens Little Blue Stem — Schizachyrium scoparium Indian Rice Grass — Oryzopsis hymenoides PLANTING NOTES: 1. PLANT MATERIAL TO BE IRRIGATED BY A NON—POTABLE RAW DITCH WATER IRRIGATION SYSTEM FOR INITIAL PERIOD OF ESTABLISHMENT. 2. TURF TO BE LOW GROW FESCUE BLEND TURF WITH 40% OR LESS WATERING REQUIREMENTS. 3. SOIL AMENDMENT TO BE COORDINATED WITH RECLAMATION PLAN. 4. TOPSOIL TO BE FROM STOCKPILES ON—SITE. 5. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE. 6. PLANT MATERIALS TO BE SOURCED FROM ON—SITE NURSERY AND REGIONAL WESTERN SLOPED BASED NURSERIES TO THE EXTENT POSSIBLE. 44 ,08 .±.4 'rl*V -4 '4 -4 ; • ** io• 4u�a*iii�iiiiiiiiiiiiiiiiii#4. I ,�l a� �V� 87. • A #S# #S# # 441 /I A A V Vi#Si#S4"4"#t#S#UVAVAV A Iv rr MS4* 7"- 1#1***4414,4eSitNAI A # t #444 -tt tetti ' \tee/ �./�%/%%�:\ ;;, C SINGLE FAMILY LOT PROTOTYPE LANDSCAPE PLAN SCALE: 1/8" = 1'-0" OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L d C co co Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'� c 11 11.71� TUTTLE SURVEYING SERVICES ,'ams SI/RI/AVM SERF/CES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) ,je/J tss-us corn 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 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: SINGLE FAMILY LOT PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA03.03 1 2 4 5 6 7 9 10 O 0 O z < w r, LU z LU J O w \o Z CO Z E w LI] w m Q o0 LU w 00 I J J 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 .. .. .. .. -- -- EXISTING RFTA RIO GRANDE TRAIL" REC TRAIL CONNECTION TO RFTA RIO GRANDE TRAIL ia ia /i' i I II I' /I / �� 4-4i - -- -ll- / 1i_ - _ L ! L - i i 1 Il/ -1 11 II 11 ' /, / I TYPICAL STREET R.O.W. l I i / �I / / / / ,// PLANTING REF: LA02.01 /1 / ' I I lI ; // / l% ill ll II Ii ll II I% l l / // I �/� llll � lII ill � ! '�ll / / / l,I / l I �l I/ l i // II i1 /I / /I Il // ll i I / ,l I/ % II P II lI l' , / & *DEN A ET lI / II I/ s I/I 11 Il 'il / II iI Il li ,1/ ,/ 1/ /1 / 11 I/ lI I/ I / k II 1 i% II �l %l l �• l� I l II I; l I 11 k II Ii I I II l/ 1 l / it Ii II jl I!li it 1 l j l q k 1 1, / l/ / ,� j �' I Ii I� l/ /1 / § I; / II l I I I i ' l l l il k II i j I 4, lI !l j I1 , l' I iI l II I II lI II l7 l I k li ii ,I l/ 11 l ,l li i� 11 I, // % l /,' I �I /� % l l 11 k 11 1 I/ I �� �I /l it II % , 4!. / %l% I1I % 11 /, I I I II I1 / ll j IIII;l11 li / ' 11 / l l/ l I 11 ' ll II Il l' l it /, I li lI /� II , 11 k l / I� l p II / 11 1 l,1 I l l ll II Ii � Iil /�I 1 /11 /l l I I l� % I % li it 1% I I Il , l/ / /l I / l l / l ,i I Il ll I I i Ii /�/ /, / I/ l' l Ii II Il �l j II Ii I li �I %� / II I %lI' I 1, I/ ; lI !I Il II l; l ii Il , 1, li 1l 11 I !I Il % ii II 'I lI I l / II / II l 1l ,I,' l Il l NEIGHBORHOOD CENTER COMMON AREA f --------k--___0( k \jl�� k/ k\k\k\ / k\k \k k I r / I ---A // Il IICOMMUNITY GARDEN ii I ,II kl �i i -1 I- IIII l / II COMMUNITY ORCHARD k\k \k\ k\k PROP. TRAIL • • .'••• • �k\ +' k`k\ / k\k \k\k\ x SEASONAL WILDLIFE PROTECTION FENCING PER RECLAMATION PLAN COMMUNITY GARDENS AND ORCHARDS PROTOTYPICAL LANDSCAPE PLAN SCALE: 1" = 20' / / • • ./ EXIST. PROPERTY LINE ,• • (PROJECT LIMITS) • 0/ /z // / 7 .° KEY KEY LEGEND/SCHEDULE: • ,• 0•0 • • .•/ / • • ♦/ Z • . ■■■■■■I ....... ■■....' i11111ul IEEE§ ** iii COMMUNITY GARDEN COMMUNITY ORCHARD COMMON AREA STREET ROW LANDSCAPING (REF: LA02.01) COMMUNITY GARDENS & ORCHARDS NOTES (PER PUD LANDSCAPE AND OPEN SPACE STANDARDS): 1. COMMUNITY GARDEN AND ORCHARD TRACTS ARE AREAS SPECIFICALLY SET ASIDE FOR THE USE OF CULTIVATING FRUIT TREES AND VEGETABLE GARDENS. THE COMMUNITY GARDEN AND ORCHARD TRACTS WILL BE HELD IN COMMON BY THE COMMUNITY AND THE MAINTENANCE WILL BE THE RESPONSIBILITY OF THE POA WITH ASSISTANCE FROM RESIDENTS, PER FUTURE REC CONVENANTS, CONTROLS, AND RESTRICTIONS (CC&RS). THE EDIBLE FRUIT AND VEGETABLE PRODUCTION WILL BE SHARED AMONGST THE COMMUNITY FOR CONSUMPTION AND EXCESS PRODUCTION MAY BE SOLD AT LOCAL FARMERS MARKETS. 2. IT IS INTENDED THE GARDEN/ORCHARD TRACTS BECOME A MAJOR IDENTITY ELEMENT FOR THE COMMUNITY AND DISTINGUISHING AMENITY AROUND WHICH FESTIVALS, CELEBRATIONS, TRADITIONS, CAN BE ORGANIZED AND REVOLVE. 3. THE QUANTITY, SIZE, TREE TYPES, ACCESS AND USE RESTRICTIONS FOR THE GARDEN/ORCHARD TRACTS WILL BE ESTABLISHED BY THE CC&RS. 4. APPROPRIATE FENCING SHALL BE CONSTRUCTED FOR THE PURPOSE OF PROTECTION FROM WILDLIFE. OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In d C :z a Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: 7'� 11 1197:� TUTTLE SURVEYING SERVICES T'ms SERUCiS 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) je/J tss-us corn 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 SH82 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: COMMUNITY GARDENS AND ORCHARDS PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA03.04 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\LA SHEETS \LA04.01.DWG N 0 0 z 0 u -i 0 0 0 0 0 z w 0_ w z w _J 0 w o\o Z c0 Z m \cn E w 0_ - 1 . w w co 0 Q 0 w w U U LL 0_ - 0_ 0 PLOT STYLE: 8140CAD MSTANDARD.CTB 1 10 A - j L J L 1 -- L 1 1L T rT • • / • • • • • • • • , •• PLAYGROUND (200'x60') / / / 0' v PICNIC AREA (105'x105') HARD SURFACE COURT (60'xl 20') // // 20'-0" SAFETY BUFFER 4 i I / I / 1I /77-77.7 Z PARK & ACTIVE RECREATION PROTOTYPICAL LANDSCAPE PLAN SCALE: 1" = 50' KEY LEGEND/SCHEDULE: I I I I RECREATION PROGRAM ELEMENT (MULTI—PURPOSE FIELD, HARD COURT, SOFT COURT, PLAYGROUND, PICNIC SHELTER RECREATION AREA LANDSCAPING (SEE ADJACENT NOTES) SAFETY BUFFER (LOW GROW TURF) PARK / RECREATION AREA NOTES • MULTI—PURPOSE LAWN AREAS: THESE ARE LARGE AREAS SUITABLE FOR THE PLAYING OF INFORMAL ORGANIZED SPORTS SUCH AS SOCCER AND FOOTBALL, AND OTHER GAMES SUCH AS BALL AND FRISBEE TOSSING, KITE FLYING, AND OTHER TRADITIONAL PARK ACTIVITIES. SLOPE GRADIENTS SHALL BE APPROPRIATE FOR ANY AREAS INTENDED AS MULTI—PURPOSE SPORT FIELDS (AVERAGE GRADES NOT TO EXCEED 2.5 TO 3%). THESE AREAS WILL BE SURFACED WITH A CUSTOMIZED BLEND OF FESCUE TURF THAT IS LESS WATER INTENSIVE THAN REGULAR TURF AND APPROPRIATE FOR LIGHT TO MODERATE FOOT TRAFFIC AND RECREATIONAL PLAY. THE RECOMMENDED BLEND WILL BE DETERMINED AT THE TIME OF FINAL DESIGN. TREES, SHRUBS AND GRASSES MAY BE STRATEGICALLY LOCATED AT THE EDGES OF THE MULTI—PURPOSE LAWN AREAS TO PROVIDE SHADE AND CREATE BUFFERS WITH RESIDENTIAL AREAS. • MULTI—USE HARD SURFACE COURT: (1) 60X120 MULTI—USE HARD SURFACE COURT FOR BASKETBALL AND OTHER HARD COURT ACTIVITIES WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • MULTI—USE SOFT SURFACE COURT: (1) 60X120 MULTI—USE SOFT SURFACE COURT FOR A SAND FIELD FOR VOLLEYBALL, BADMINTON, BEACH SOCCER AND OTHER SIMILAR SOFT SURFACE SPORTS WILL BE DEVELOPED IN EACH OF THE NORTH AND SOUTH ENDS OF THE COMMUNITY. • PLAYGROUNDS / TOT LOTS: ONE PLAYGROUND AND TOT—LOT IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THE PLAYGROUNDS AND TOT LOTS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT IT SERVES. EACH PLAYGROUND AND TOT LOT WILL BE DESIGNED TO ENGAGE AT LEAST (2) DIFFERENT AGE GROUPS (3 TO 5 YEARS OLD, AND 6 TO 9 YEARS OLD) AND THERE WILL BE APPARATUSES AND PLAY OBJECTS TO SERVE BOTH GROUPS. • PICNIC / PARK AREA: ONE PICNIC / PARK AREA IS PLANNED FOR EACH SIDE OF THE COMMUNITY, ONE ON THE NORTH SIDE, AND ONE ON THE SOUTH SIDE. THESE AREAS WILL BE NO SMALLER THAN 1/4 ACRE IN SIZE AND LOCATED CENTRALLY WITHIN 1/4 MILE FROM THE RESIDENTIAL AREAS THAT THEY SERVE. EACH OF THESE AREAS WILL HAVE A SHELTER THAT PROVIDES A MINIMUM OF 20' X 20' OF COVERED SPACE, BBQ GRILLS, TRASH RECEPTACLES, AND PICNIC TABLES. THE AREAS AROUND THE PICNIC / PARK AREA WILL BE LANDSCAPED TO ACCENTUATE THE USER EXPERIENCE, CELEBRATE THE IDENTITY OF THE COMMUNITY AND GIVE NEIGHBORS SPECIAL PLACES TO GATHER. SIDE WALK AND SOFT TRAIL EXTENSIONS WILL CONNECT THESE AREAS TO THE COMMUNITY CIRCULATION SYSTEM. • SIDEWALKS AND SECONDARY 'SOFT TRAIL' CONNECTIONS: SIDEWALKS AND 'SOFT TRAIL' CONNECTIONS WILL BE PROVIDED TO THE PARKS AND AS CONNECTIONS BETWEEN AREAS WITHIN EACH PARK. OWNER/DEVELOPER: EmP4 COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L Logistics Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com SURVEYOR: TUTTLE SURVEYING SERVICES 7U77ZE SURIO17NC SZRJICKS 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) j%fOlss-us corn 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 DESIGNED BY: PMC/MR DRAWN BY: MR CHECKED BY: PMC/WSO SHEET TITLE: PARK & ACTIVE RECREATION PROTOTYPICAL LANDSCAPE PLAN SHEET NUMBER: LA04.01 1 2 3 4 5 6 7 8 9 10 0 0 0 z < w ( w > z w J O w 0\o Z co z E � w U w m Q o0 w U U J J J 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 w-INNIfteL-16.4 Z PROP. TRAIL PROP. WATER QUALITY POND 0 H y juumniumw N. �m,llt� N i HERONRY SCREEN AREA 'B' LANDSCAPE PLAN SCALE: 1" = 50' EXIST. PROPERTY LINE (PROJECT LIMITS) KEY LEGEND/SCHEDULE: HERONRY SCREEN AREA 'A' LANDSCAPE PLAN SCALE: 1" = 50' EXIST. PROPERTY LINE (PROJECT LIMITS) EVERGREEN TREE 6' HEIGHT MIN. SIZE (1 TREE EVERY 30' ALONG CREST OF SCREENING BERM) SHRUB 5 GALLON MIN. SIZE (GROUPINGS OF 3 APPROXIMATELY EVERY 15' BELOW TREES) HERONRY SCREEN SPECIFIC PLANTINGS: (REFER TO RECLAMATION PLAN SECTION 9.1 FIGURE 2: PLANTING TYPICAL OF HERONRY SCREENING AREAS.) POTENTIAL EVERGREEN TREE SPECIES: Ponderosa Pine — Pinus poinderosa Rocky Mountain Juniper — Sabina scopulorum POTENTIAL SHRUB SPECIES: Wood's Rose — Rosa woodsii Three Leaf Sumac — Rhus aromatica ssp trilobata Hawthorn — Crataegus erythropoda SEEDING / SITE RECLAMATION: ALL UNDEVELOPED OPEN SPACE IS TO BE RECLAIMED PER THE PROCEDURES AND METHODS DESCRIBED IN THE RECLAMATION PLAN SUBMITTED AS PART OF THIS APPLICATION. REFER TO THE PLAN FOR SPECIFIC SEED MIXES TO BE APPLIED TO ALL AREAS, INCLUDING HERONRY SCREENING AREAS. HERONRY SCREEN PLANTINGS SHALL BE INSTALLED PRIOR TO SEEDING. PLANTING NOTES: 1. SOIL PREPARATION, AMENDMENTS, WILD LIFE FENCING, AND WATERING SHALL BE APPLIED PER THE SPECIFIC RECOMMENDATIONS IN THE RECLAMATION PLAN. 2. ALL TOPSOIL TO BE FROM STOCKPILES ON—SITE. 3. COBBLE AND BOULDERS TO BE RECYCLED FROM SITE 4. PLANT MATERIALS TO BE SOURCED FROM ON—SITE NURSERY AND REGIONAL WESTERN SLOPED BASED NURSERIES TO THE EXTENT POSSIBLE. OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: '6 C r et a Logistics I Planning I Design 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/J tss-us corn 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 DESIGNED BY: EP/ZP DRAWN BY: PMC CHECKED BY: PMC/WSO SHEET TITLE: HERONRY SCREEN AREAS 'A' & 'B' PROTOTYPICAL LANDSCAPE PLANS SHEET NUMBER: LA05.01 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\RP-RECLAIMATIONPLAN.DWG N 0 0 (n (n Z CD (7 W 0 0 0 O (n Z W a_ (n W > Z W J O W < N 0 Z co z cn H G 2 3 4 5 6 7 8 9 10 0 0 0 O 0 N o \ \ \ \ \ \ LIMITS OF PROP. GRADING SECTION LINE 1\ TOWNSHIP LINE 7 co 03 co co X X • X X \ • \ • \• \ • \ F\ R \\ \ EX\S ROW 0' EPSP \ \ • • • • • • • • EXIST. BIKE PATH 6020 EXIST STEEP ESCARPMENT MITIGATION (TYP.) (SEE PRE—DEVELOPMENT RECLAMATION ACTIONS ON SHEET RP01.04) ri • I \ A , A I • • NOTE: 1. FOR ADDITIONAL NOTES, SEE SHEET RP01.04 2. SEE RECLAMATION PLAN (REPORT) FOR SPECIFIC ACTIONS AND PRELIMINARY DESIGN INFORMATION. 3. SEE EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (ES02 SERIES) FOR POST RECLAMATION CONDITIONS. Lot o EMERGENCY VEHICLE ACCESS (EVA) ONLY css EXIST. GLENWOOD DITCH (TO BE RELOCATED) PROP. GRADING TEMP. CULVERT AS REQUIRED TEMP. CONSTRUCTION ROAD (TYP.) cy, tea o INTERIM CHANNEL • • • • • • • • MATCHLINE SEE SHEET RP01.02 • • • • • Is • • • / • • • • • • 1\ I\1 \I °I\ \\\0\1\ \I F31 8 I \\%i \LI 1\ \\ \ I I \, 1FOR PROPOSED EROSION & SEDIMENT CONTROL \1,11 EXIST. 6:0\1\1- R\ \\0\\ W \\ \ 0,\ \\1111,1,1,3,16,.,;‘,\EI\zkoi 11( 0 \I II \\ 11, N LEGEND • • • • • PROP. EQUIPMENT STORAGE AREA PROP. SOILS STOCKPILE AREA PROP. SOIL PROCESSING AREA TEMPORARY CONSTRUCTION ROAD TEMPORARY CULVERT 8c OUTLET TEMPORARY CHANNEL/DITCH PROP. STEEP ESCARPMENT MITIGATION PROP. SLOPE PROTECTION GEOHAZARD BUFFER ZONE (NO BUILD) EXIST. SLOPE INSTABILITY AREA EXIST. BUILDING EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE PROPOSED EROSION CONTROL iiiefeeTeleKrarde • SILT FENCE VEHICLE TRACKING CONTROL 1 1 OUTLET PROTECTION STRAW WATTLE CHECK DAM // // // // // / EXIST. GRAVEL // IC // 100 100 200 SCALE IN FEET • • • • • • NM • 0 0 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co el Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RECLAMATION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\RP-RECLAIMATIONPLAN.DWG N O O (n (n Z C (n W 0 O O O O (n z W (n W > Z W J O W < N O \>- Z cO Z O f () M cn c.) LI] A LI] w m Q o 0 LU Woo J J J 2 3 4 5 6 7 8 9 10 H G F E D C i�� o I X990. MATCHLINE SEE SHEET RP01.01 • • o (31 faAi INTERIM CHANNEL \C\ritr\ kV\ \X% \ • \ • \ • • • • • EXIST. BIKE PATH SOIL MATERIALS STOCKPILE AND PROCESSING AREA (SEE NOTES ON SHEET RP01.04) • (396 • EQUIPMENT AND MATERIALS STORAGE tI(SEE NOTES ON SHEET RP01.04) 0 0 100 0 100 200 SCALE IN FEET 11 EXIST. GRAVEL DRIVE TCiz 019 - rl • • • LIMITS OF \ PROP. GRADING \ / PROP. STORMWATER WATER QUALITY POND (TYP.) (SEE PRE—DEVELOPMENT RECLAMATION AS SHOWN ON SHEET RP01.04) VVVVVV VVVVVV VVVVVV VVVVVV • • 0 cri to CO • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • II I lc \ 1111 O I \ \Ir RELOCATED RfrIsA TRAIL (SEE PRE—DEVELOPMENT RECLAMATION ACTIONS ON SHEET RP01.04) \II IS ' \ \ /\\ t \ I \ I\ ;,,i 1\11111,1.44.1.k. , ' IL )/ ( , \I I , \ \ \ II \\ I( I t A I IL_143\it:\ 1 \' \ 1\1\ \\I \ : \ \111.-- -v-i I \ 10 1- \ ', 11-\ \\\ \ / \ • cit • • • TOWNSHIP LINE • • END PROP. DITCH RELOCATION g‘Tc41 IV.- .7\1 1,5 EXIST. BRIDGE • • • • 6,0 MAIN CONSTRUCTION ENTRANCE ACCESS DESIGN PER CDOT STANDARDS EXST CDOT • ELK FENCE • • • • • • • /t tvon I / • c Lis • \It 6060 Iv%) • • MATCHLINE SEE SHEET RP01.03 EXIST. GLENWOOD DITCH (TO REMAIN) OWNER/DEVELOPER: nritr „..j COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 0. Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RECLAMATION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\RP-RECLAIMATIONPLAN.DWG N 0 cci0 01 Cn Z CD Cn W 0 0 0 O In z w a_ u Z LLI J O w Q \>- Z (OZ M \� C.) Li A EL LI] w m 0 0 Li j I- 11-1 oo J J L� a_ 11 H F 2 3 4 5 6 7 8 9 10 1 J • 0) 0 0 0 MATCHLINE SEE SHEET RP01.02 Itm EXIST. BRIDGE I- T� ,__ X 11 II \ s , p°5. 2'. - \ �o \°I. I I �o I o` (- I\ 1 Ix11I 1 II III II = I, 1.11' 1�I1\ I I\ I I \ .�� \.c, 1 x, 1 )11 II i\ iI\ \ I \ I o,1\ \1 I LI �I , 1 1\ 4 oti),,,\ \I 1 I 1 x� 11 I__ 1' I .\., 1 7 I 1. I I I,II ,�V-II I OPI 1111 `\/IIII\\ \\ I a 1► xl 1 \I I\` \ \ / \ \ , 111 �-, 11 ,,\ \ ��I III II I� 0 I 11 X -I\�_ ' I of I 1111 ' I 1- -I `I II 1 1; I 1 \ 1\ 1 I �� "I \ 1 ' \ 11 AI I V \ I'' I 1A I I\' II ► \ I\ I \ \ 1 1 I I II, \I\I\ `\ 1 I � \ ' 1 1\ 1 I\ \I\` 1 ) I\ II \\\ 1 I I II ;% \\11 1 �1 11\ \ / ,III III III \\\\\\\\, \vr (� \N -JI � II I II\'\:\v:\ l a N \ \ \ \' 1 1 \\.\1\\.,\,\,\,.. 11 \ 11 \ II \k\\ I \ \\ L X 01‘1-5(‘1,--4\ 1 �\ I 1 \ X \ \I 11 \ i \ \ \. \ \ ►I I� II \ I / I J \ I 1 ��I \ ■ 1 1 11 ►I �\ I �� \'— - I I' 11 1 I IVII I \\ �\ I I I\ ► \ �\ o f I I II 1\ 1 � \�1 �I "` ' 11 II 1I � I I \ I' 1 \ \\III\\ 11 X11 11\\ k 1\\P\I \\\.1\\:\\\\ \� -t,1\ I \\\� 1 1 I 1 1 1II I\ \ I \ 1 1r i I \ _ o I ;\ , \\\\I\'1'\'I 1 ' tl \ Ir I ,' ',— / — 1 1 \ �� � pOT ROW / �1 1\ E�CIS1 w FT A I / ► \/ XIST• 25 \\.,\.\\E)(11\\.s.\,...T.,\\\.,\I, 1I\11\\\\ � 1 �`.BASEMNT I \\I 1 / \II II �I\ I \\ I\\III I 1 1 1 01 I I �\ \� 1 _ 11� \ ; 1 II 1, Al 1 \, V',\ 1 I\ 1 I��-11,v\v vv 0 vv .. \\ 70 ',I�'1 1 ' 111 \'`,' \ \I \ \ T'—+ X01 ,\1\ I1 111 ' I'I l 11 Il `\ \ 'I\ - \\ � \ 1 /)\ O 11111 \ II\ ' 1! II ,� I \♦ L\ ; ` 1_ 1\ \ 11 \ 1\ --'\ \ ' 1''____.c------EXST CDOT 1 \ I ( / II ' ELK FENCE 1\A II \ 1 . / ' I (TyP) \ IAA\� I iI 1 \ 1 1 ' 11\ \\\111\ 1 V 1, 1 1 1 c \ I 11,01 �1 `\��' \ A \``� \ \\\ /\ \X I 'I \ I\ \ I \\\ 11 I I I\ \ • I\ 6, lt \, \ I, �\ X1 o y ‘, I\\ \\\\ 11 \\,/,,,I., , o 0 I I. _ 1\ 1 \ \ \ \ \ ` 1 \ l 1 .11 \\I — \ o I \ 1 \1► II \\i(' o \ I o\\ 1\ \ I� \ a\1 I/o//•I �\ \ 1 \ '\ 11\ �\ • . S. I I • • • ► EQUIPMENT AND MATERIALS STORAGE (SEE NOTES ON SHEET RP01.04) E D C B 1 \ \ . • s r \ so \ 5s \ •. \ `OHO •. \ \ \ a \ \ \ a \ \ \ SOIL MATERIALS STOCKPILE AND PROCESSING AREA (SEE NOTES ON SHEET RP01.04) I II I' N 100 0 • e\ \ \ • \ \ • \ \ \ • \ \ \ • s9 so ao \ • 100 200 SCALE IN FEET 1 1 \ \CO et CO CO tri \ \ \ \ • 0 • • • • TOWNSHIP LINE N • \ \ • • \ • ss 0 • • ` C- \\ • \ N \ \ \ \ \ • N • \ \ • \ \ • \ \ \ \ • • \ • a \ \ • \ \� 0 1 \ \ \ • \` \ • • • ••\\ 1 `Ir"1 LIMITS OF •I PROP. GRADING 1ili I 11 1 �I III 1 \\ 1\ \\ \ \ 1\ 1 \ \ If { 1 1 I \\ I ; \ I\ �\ \ rn �I o \ 1/I 1 I \ of III 1 1II I I I 1 \I V'i� V��,\ 11. \ �I \ I \ I 1\ \\ \ \ \\ ) \ o\ I I P I I I \\ /�1�\ \ /�X \\ I \ \ 1 \ \ \ \\ \ 1 \ I = o I II I ExIST. ' \1/ \\�., I\\ \\\ k \\ \ '\ I I I BIKE PATH 1 \1\ C \ / \ \ \ ' \1 I 1 \ \\, \ \ 1 D�0 1 \\ \ ` \ \\ \ \ '\ \ I 1\ \\ \ ,\ 1 ._\ \\ 1 c I 1 \\ \�`,\\ \ \ \ \ \ I \\\ \\ \ 1 A \ \ Ix I -1\,\\\\\ 1\ )\ \I\ \ II I 1I I\ _ \ 1 \ 1\\\I \'�\ I� �\ \I\\4 I \ Y � I I I I \ 11 rl 1 • • • o • • • \ '4,;\ • • • • • • SOIL MATERIALS STOCKPILE AND PROCESSING AREA (SEE NOTES ON SHEET RP01.04) MATCHLINE SEE SHEET RP01.04 \ \\\ II \ \ \'4 I 041,\_,\\\ , )\ 1\� I \ \v1�1x \ I I. rn\ \\ \\ II \\� \ \ o • EXIST. GRAVEL DRIVE OWNER/DEVELOPER: :41,1"iiirnomrPTA wtr ,„( COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Cliu) esricgn 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RECLAMATION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\RP-RECLAIMATIONPLAN.DWG N O O 01 U) z CD w 0 0 0 O 01 z wcno > z 3 4 5 6 7 8 9 10 H G F E D C B w J O L -LJ < ("NI 0 0 \>- z Co z 0 f Cr) M \cn jLI] I A LI] wm o0 I— L-1 oo Li 0- 0_ NOTES: — — \ —,Tiirk,k. \ \ \\\\N\60.? EQUIPMENT & MATERIALS STORAGE AREAS \ \ \ \ o, PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS \ \ \\ \ N N \ N N DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO `\ , \ \ N \ •6. \ EQUIPMENT & MATERIALS STORAGE AREAS• \ N. N \ N �' N. \ \\ \ o\ \ \\ \\s N, \\\\ \ \:Nx 9 \ \ \ \ os6 so \ N \ .S \ \ \ s' \\ 99 \ \ N N ,5,,,,,..> \ ' \ N N. N \ N \ `s`�T p ' S9 N \ \ \ N \� \ 8p N \ o. \ '''� — — MATCHLINE SEE SHEET RP01.03 A. COMPLIANCE WITH STATE AND FEDERAL REGULATIONS. AT A MINIMUM, ALL HAZARDOUS MATERIALS SHALL BE STORED AND USED IN COMPLIANCE WITH APPLICABLE STATE AND FEDERAL HAZARDOUS MATERIALS REGULATIONS. B. STORAGE OF HAZARDOUS MATERIALS WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY IS RESTRICTED. WHEN NO PRACTICAL ALTERNATIVE EXISTS, SITE SPECIFIC BMPs SHALL BE EMPLOYED TO MINIMIZE POTENTIAL ADVERSE WATER QUALITY IMPACTS. C. SAND AND SALT FOR ROAD TRACTION SHALL NOT BE STORED WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY UNLESS THERE IS NO PRACTICABLE ALTERNATIVE, IN WHICH CASE SUITABLE SPECIFIC BMPs SHALL BE UTILIZED. D. SPILL PREVENTION MEASURES SHALL BE IMPLEMENTED TO PREVENT SPILLED FUELS, LUBRICANTS OR OTHER HAZARDOUS MATERIALS FROM ENTERING A WATERBODY DURING CONSTRUCTION OR OPERATION OF EQUIPMENT AND/OR FACILITY. IF A SPILL OCCURS IT SHOULD BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY. E. MAINTENANCE OF VEHICLES OR MOBILE MACHINERY IS PROHIBITED WITHIN 100 FEET OF ANY WATERBODY. EMERGENCY MAINTENANCE MAY BE CONDUCTED UNTIL THE VEHICLE OR MACHINERY CAN BE MOVED. F. CONTAINMENT MEASURES SHALL BE PROVIDED FOR ALL FUEL STORAGE AREAS TO PREVENT RELEASE INTO ANY WATERBODY. INVENTORY MANAGEMENT OR LEAK DETECTION SYSTEMS MAY BE REQUIRED. G. AREAS USED FOR THE COLLECTION AND TEMPORARY STORAGE OF SOLID OR LIQUID WASTE SHALL BE DESIGNED TO PREVENT DISCHARGE OF THESE MATERIALS IN RUNOFF FROM THE SITE. COLLECTION SITES SHALL BE LOCATED AWAY FROM THE STORM DRAINAGE SYSTEM. OTHER BMPs SUCH AS COVERING THE WASTE STORAGE AREA, FENCING THE SITE, AND CONSTRUCTING A PERIMETER DIKE TO EXCLUDE RUNOFF MAY ALSO BE REQUIRED. SOIL MATERIALS STOCKPILE AND PROCESSING AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO EQUIPMENT & MATERIALS STORAGE AREAS: A. B. C. D. TEMPORARY BMPs WILL BE INSTALLED AND MAINTAINED WHILE AREA IS IN USE TEMPORARY COVERS OR VEGETATION WILL BE USED ON STOCKPILES NOT SCHEDULED FOR USE WITHIN 30 DAYS DUST CONTROL MEASURES WILL BE USED DURING PROCESSING ACTIVITIES NOISE WILL BE MONITORED AND MAINTAINED BELOW STATUTORY LIMITS DURING PROCESSING ACTIVITIES - - LIMITS OF PROP. GRADING #` \ N N N ` \ \ \ \ \\ \ \ \ 6o, \ \ N. 1 \\ / \ \ \\\\\p,\\x\60 `\ \ • N \ \ \ \ N N ?p, \ `\ \\ N \ N. \�\\\�� N N N. N. j, N \.�—�\\ \N \N\\\\\\ �' N \� \\� \N N\\ N NN \ \ \ \ N N N N. N\ \ \ \ \\ \ ,\ N N \ S99p N N \ / �'., ' N 5960 p \ \ 969 \ \ \ ` 60 00 �, N \ \ \ \ \ 4,41/ ,,,-, 1 \_ \ \ ,,� \ N , \ N. \ N ,„ e, ti //, \ , N \ N. I \ ift?.-., \ ti 7 - j • N4 s�\ \ mi 1 1 ,\ \ N \ 11 \\\ \\ \ \\ 1 \ \ \\\\I\ \ \\\ \ \\ C3\ \' 1 A V\\ VA\\V A\\V A \V, V A BIKE PATH \\\ \\\ \ \\\ \ \\\\ \x\y\: 1 \ \VA \ \\ 1 \\ \�\\:\ \,\ \ \\\ �,\ ,. \\ \I \ \ AV A V A 1 ,s.)\\ \ �\ \ \\ \ \\, \ \ \ \V \ \\\ \ \, \ \� \ \ \ \ \\ A \\� \ \� \V A\ \\\ � \ \ EXIST. GRAVEL DRIVE AAVA \\ t \\/\\ A\ ` \0:8 PRELIMINARY PRE—DEVELOPMENT RECLAMATION ACTIVITIES THE RECLAMATION ACTIONS OR CONDITIONS DETAILED HEREON REPRESENT A PROPOSED PRE—DEVELOPMENT RECLAMATION ACTION (PHASE 0), INCLUDING GRADING, NECESSARY TO REPAIR THE DAMAGE TO THE PROJECT SITE RESULTING FROM ACTIONS TAKEN BY BAIR CHASE IN ASSOCIATION WITH THE SANDERS RANCH PUD. THE PHASE 0 RECLAMATION ACTIONS ARE DESCRIBED IN THE RECLAMATION PLAN PREPARED BY 8140 PARTNERS, LLC AND DATED JANUARY 14, 2011 WHICH ACCOMPANIES THE RIVER EDGE COLORADO REZONING AND PRELIMINARY PLAN APPLICATION. DEVELOPMENT—RELATED RECLAMATION IS DETAILED IN THE LANDSCAPING PLAN. POST—DEVELOPMENT RECLAMATION IS PROVIDED FOR BY THE RIVER EDGE COLORADO PUD GUIDE. RFTA TRAIL RELOCATION (SEE C05 SERIES FOR PRELIMINARY DESIGN INFORMATION) SPECIFIC ACTIVITIES ASSOCIATED WITH THIS EFFORT INCLUDE: 1. INSTALL CONSTRUCTION SIGNAGE 2. INSTALL TEMPORARY CONSTRUCTION DRAINAGE BMPS 3. ROUGH GRADE APPROACHES 4. EXCAVATE AND PREPARE SITE FOR PLACEMENT OF STRUCTURE 5. PLACE STRUCTURE AND PERMANENT DRAINAGE BMPS 6. FINALIZE GRADING AND VEGETATE DISTURBED AREAS PER BELOW (SITE VEGETATION) 7. OPEN AND REDIRECT TRAIL USERS GLENWOOD DITCH RELOCATION (SEE SW06 SERIES FOR PRELIMINARY DESIGN INFORMATION) SPECIFIC ACTIVITIES ASSOCIATED WITH THIS EFFORT INCLUDE: 1. INSTALL TEMPORARY CONSTRUCTION DRAINAGE BMPS 2. EXCAVATE AND PREPARE SITE FOR PLACEMENT OF PIPE AND MANHOLES 3. INSTALL PIPE AND MANHOLES PER DESIGNED ALIGNMENT AND GRADES (SEE SW06 SERIES) 4. PLACE AND COMPACT COVER SOILS 5. VEGETATE DISTURBED AREAS PER BELOW (SITE VEGETATION) 6. REDIRECT DITCH WATER AND REMOVE RELOCATED PORTION OF RELOCATED PIPE AND MANHOLES SITE GRADING AND RESTORATION SPECIFIC ACTIVITIES ASSOCIATED WITH THIS EFFORT INCLUDE: 1. REMOVAL OF SITE DEBRIS 2. PREPARE SITE FOR GRADING OPERATIONS 3. GRADE AS DESIGNED AND OBSERVE SOILS TO LOCATE AREAS OF QUESTIONABLE SOILS PER MITIGATION PLAN (HAZARD ZONES 2 AND 3) 4. MITIGATE STEEP TERRACE ESCARPMENT AREAS PER HAZARD MITIGATION PLAN 5. MITIGATE ACTIVE STREAM BANK EROSION AREAS PER HAZARD MITIGATION PLAN 6. PLACE TOP SOIL AND VEGETATE DISTURBED AREAS PER BELOW (SITE VEGETATION) • DRAINAGE FEATURES SPECIFIC ACTIVITIES ASSOCIATED WITH THIS EFFORT INCLUDE: 1. GRADING OF MAJOR PROJECT CHANNELS, POND AND DETENTION BASINS AT THE DESIGNED LOCATION AND GRADES 2. INSTALLATION OF LINERS 3. PLACEMENT OF AMENDED SOILS AND VEGETATE DISTURBED AREAS PER BELOW (SITE VEGETATION) SITE VEGETATION SPECIFIC ACTIVITIES ASSOCIATED WITH THIS EFFORT INCLUDE: 1. PROPERLY AMEND PLACED SURFACE SOILS 2. VEGETATE AS SCHEDULED IN THE FOLLOWING ASSOCIATED DOCUMENTS: a. OPEN SPACE AREAS (FINAL VEGETATION) — LANDSCAPE PLAN (SERIES LA01, LA05 AND RECLAMATION PLAN, APPENDIX B REVEGETATION PLAN) b. DEVELOPMENT AREAS (TEMPORARY VEGETATION) — EROSION AND SEDIMENT CONTROL PLAN (ES02 SERIES) c. COMMON AREAS (FINAL AND TEMPORARY VEGETATION) — LANDSCAPE PLAN (LA01 SERIES) AND EROSION AND SEDIMENT CONTROL PLAN (ES02 SERIES) d. DRAINAGE FEATURES (FINAL AND TEMPORARY VEGETATION) — LANDSCAPE PLAN (LA01 SERIES) AND EROSION AND SEDIMENT CONTROL PLAN (ES02 SERIES) e. TEMPORARILY IRRIGATE TO INITIATE VEGETATION GROWTH 3. SEE EROSION AND SEDIMENT CONTROL PLAN, RECLAIMED CONDITIONS (ES02 SERIES) FOR POST RECLAMATION VEGETATION CONDITIONS. 0 N N N X le\ \\:5 N. N N N N N N o \\\\ \k\ \\\\\\.\%7°.\\\ , \\ c8:, ELK FENCE q \ \ / \\\ `‘ \ ‘.\\ 0\ \\k A \\\ .'\ \\\\\ \ V\ \ \ , kii t-- 1 \ \\-',\ \\ 100 100 200 SCALE IN FEET 7740. N AO OWNER/DEVELOPER: r:L. \\s COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: RECLAMATION PLAN SHEET NUMBER: 2 4 5 6 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\LT-LIGHTINGPLAN.DWG N O O 01 () Z CD Cn W 0 0 0 O O 01 Z W u N W > Z W J O L -LJ Q0\>- Z O Z M cn Q E W LI] W m 0 j Z � I— I- 11-1 O O _J J J Li a_ a_ 10 100 N 0 100 200 SCALE IN FEET LEGEND PROP. STREET LIGHT POLE PROP. BOLLARD LIGHT PROP. LIGHT HORIZ. ILLUMINANCE LIMITS / -- -- / -- -- / ;/ -- -- -- -- N— SECTION LINE -- 'I, • / / / / // /// • • -- • TOWNSHIP LINE - - 1\ 7 co al co ct, . V •�`��••�••i -i • , \ \ , \EVS Rota MEN��� .• • •••• -- • • • • • • • / // / / / I / /'/ I ` \ \ \� \.k / / // / /// ` • \\7 2/\ • I \ • / ' \ \ • A vg • BIKE PATH \ \\ /// • ,!°A \\ 1 1 —\ \ 5 I I- • • • • • • • • • 511 • • • • • 4 \ 5 5 5 5 5 LLJ U)- . V. • • • CHERT COURT =MEI NEM I I Me MATCHLINE SEE SHEET LT01.02 • • • • • CN FINISHED GRADE LIGHT CONC. LIGHT POLE BASE STREET LIGHT PROTOTYPE DETAIL SCALE: N.T.S. • \\\ • • 11 Ipcoll CDOT ROW EXIST I II 11 11 11 11 11 11 \\ 11 11 11 11 FINISHED GRADE LIGHT CONC. BOLLARD BASE OR CONC. SIDEWALK BOLLARD LIGHT PROTOTYPE DETAIL SCALE: N.T.S. qI OWNER/DEVELOPER: r:L COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 0. 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: LIGHTING PLAN AND SCHEDULES SHEET NUMBER: 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\LT-LIGHTINGPLAN.DWG N O O (l) Z w 0 O O O O Z w IZ uJ N W Z w J O w Q N 0 Z co Z O — m cn Q E LI] O m . >- L W m Q 0 Q w w O O w 0_ 0_ 10 MATCHLINE SEE SHEET LT01.02 ICN. N. xi 1 r-`\ l / //\ // / N /�// / ///\ // II ili i "77-17;;;T::"//// -- - _ /\ / // ' I 1 11, 1,1 � ` / l 'l/ III I II i I I i� 1 l� �� � `.c/ // 1II 1 / 1,1 1 / �Il i ...4:-- -.1 1 •. - _1Jl, I 11 111 I 111 / % /� LLI !/L_ 11 11 // �/ l /// I' 1 /// / / // / ./ 1, �///// N,/ / / // ••••••••/ / •/ / \ M 1 / \ \`• 111 / \ ` `�' ,• \ / \\ `\ '♦ •♦.♦ ----4:•-•-. ` `\.• `• C�rs:-.4-**b• I1 \ I I /.• N l •`\ • \\ `\ •• \ •• ♦ `` / / ■ .' V i �_ \` • `\� \, / / `\ \.� •. ■ • I I \N ♦ ♦ I I N`♦ PROP. TRAIL •\ •11 �\ \ • I� / I; ' ' / / II II I I I I II II II k • • / / . \\`\`\\\• ♦ • \ //// \\`\\\\\ / I //// �\ \\\\ I III II ■ I I // A \\\ r _I_ _- I 1 ■ \ / / \ _ / �� \II /i/ \ I/ / I I II I I / / I II ■ 1 l/ / ■ I I I I 11 I / / \ 11 / EXIST. BRIDGE IT vy \ I \ X I \ ■ 11 �\1 iI I 1'11 II Ij( X I II I ' I II I 'I ■ 1 I \I ■ 1 X II I II ' 1 1 I\ /// / /,, /// \ /. \ • /// % II 11 r .� / ; I I II ■ . / / ■ / /\ / II / I I ` 1 I \ I 1 I I 11 \ SECTION LINE • 1 1 / / ./ ■ I I ■ 11 11 / / 1 I / II I I / / --r} \/I I • •.• \ 1\• ■ .• • 7 // / /I1 / I/ / I/, i'/ / �• ///' III I I ■ 111 ■ 1 I I ■ 1 I 1 1 I 1 ■ Ir- ; ■EXIST . RFT A 1k ___� I ■ ROW ' 100 0 100 200 SCALE IN FEET • • • • • • • • • 03 c0 co Di Di NNN • • / / LINE • • / / • • • ‘‘`, I I \ .11 MI • • • I II .73 0 II 73 V I \ k I 1 \ I I I t \II I \ \ ‘ _ _ _....irA‘ \ II II „ i II I \ \ \ — — — ---- ---- ---3'—\'11 1 g t I I \\ ‘ I I \ \ \ II i_r__::::: --__ ..--:7---7- — — — \ \ I II \ a • 3 • • • • • • • • • • 1 t • • • II I • • • • • • • • • • • • MATCHLINE SEE SHEET LT01.04 EXIST. BIKE PATH EXIST. GRAVEL DRIVE OWNER/DEVELOPER: Eam-1 ift COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Logistics Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: LIGHTING PLAN AND SCHEDULES SHEET NUMBER: 2 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\LT-LIGHTINGPLAN.DWG N 0 O 01 U) z CD w 0 0 O O 01 z w a_ u W > Z J O W < N 0 \>— Z cO z ori cn c.) LI] A LI] w m o0 P— P— w 00 J J L� a_ a_ 2 3 4 5 6 7 8 9 10 H G F E D C B PROP. TRAIL Nk*N NN -N N MATCHLINE SEE SHEET LT01.03 i 1 \ • 1 7 \ O \ \ \ \\ \\ \\\ \\\\\ \\ \\\ I \\\I I\ \\\ \ \\ \\ \\\ \ \\\\\ \\\ \\\ \\ \\ \\\\ x\\ \\ \\ \\\\\ \\ \\\\ \\ \ \\\\ \\ \\\\\\\ \\\\\ \\ \\ O \\\I\ \ \\ \ \\ \\\\\\\ \�\\ \\ \\ \ \\ \ \ \�\\ I\\I\ \I\ I\II\\ II \ I I \ _ 7 II7\\_\‘..,\ \ \\ \\ \\ \\ \+\\ \\\ \\ \ \\\\\\\\\ \ \ \ \ \ \\\ \ \\ \\\ \ \ \ \ \ \ \ \\ \ \ \\ \\ \) \\ \\\\ \ \\ \jI \ '/(\ \\\\ \\\\ \ / \\\ \ \ \\\ \X\\GC)\\ \ \EXIST. BIKE PATH \ EXIST. GRAVEL DRIVE 0 \ R Q4 \\ Rti��R/1'FR FOR/r \ • �� \ \\\ \\\ \\\ \\\ \\\\ \ • • • \\\ \\\ \N\ \ \ \\ \\�\ \ \\C \\• \ ` \ • \\ •\\\ \\ \ \\\ \ \\ \ \\ \\ ` \\ \ \\ \\\ \\\ • \\ \\\\\\\ \\ �\ \\\ �� \�\ \\ \ •\\ .\ \\ \ \ \\ \\-� \\ \ ,\ \-'1•„ \ \ \ , \ \ \� \ \ \ \\ \\\\\\, \ \\ \\\ \ \ '\\\ • \ • \\\ \\\ • \\ �\ \\ \\ \ \ \ \�\ ---'--'--v v \\\ \\ \\ \ \\ \ vv \ \ \ ft—nwire\ \\ \ \ \ \ \ \\ 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: !ivr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 L d C co ca Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: LIGHTING PLAN AND SCHEDULES (4 OF 4) SHEET NUMBER: LT01.04 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -COVER.DWG N O 01 (n z CD w 0 0 O O U) z w a_ u w > r; z LLI J O r 0 \� Z co 0 0 — cn Q E w w w m < 0 0 Z P— P— w 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 10 H G F E D C B A RIVER EDGE COLORADO PRELIMINARY ENGINEERING PLANS VICINITY MAP INDEX OF DRAWINGS i 1 �"`* Vimiwiii itrA\ Vi �► :LENWOOD •m AlsPkikG TijSITwaujL C00.01 C00.02 C01.01 CO2.01 -1 w ROUNDABOUT LAYOUT C04.01 TYPICAL STREET AND TRAIL SECTIONS C05.01 to C06.01 SITE ACCESS PLANS — CDOT C07.01 STREET AND TRAIL DETAILS 1 BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN II, CATTLE CREEK BRIDGE GENERAL NOTES, PLAN AND ELEVATION S01.02 III DR02.01 DRAINAGE STRUCTURES PLAN AND PROFILES DR03.01 41 B01.01 HAZARD MITIGATION PLAN SW01.01 _III SW02.01 SANITARY SEWAGE COLLECTION & WATER SUPPLY PLAN AND PROFILES 1 SANITARY SEWAGE DETAILS SW04.01 WATER SUPPLY DETAILS SW05.01 114 SW06.01 GLENWOOD DITCH RELOCATION PLAN AND PROFILES SW07.01 _10111111 CP01.01 CONSTRUCTION PHASING PLAN BY FILING 1111 ,„, ‘41tk 111 111 1 it i # ly A.4 k 1 --t• . Pot • iIiorillAIEW lOP ‘41 1ighliallinaW 1111. �� � 113 ,. 109 4, ■ N 01 82 \ FI I LW kW 0 I i k; I 'ARBON-DALE \ imi� Fez" , lb. ildi \ \ * I VICINITY MAP 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: i'vm*-17Pro E COLORADO 111. Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1111 Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: PRELIMINARY ENGINEERING PLANS COVER SHEET SHEET NUMBER: C00.01 1 5 6 10 INDEX OF DRAWINGS NO. SHEET TITLE C00.01 C00.02 C01.01 CO2.01 PRELIMINARY ENGINEERING PLANS PRELIMINARY ENGINEERING PLANS COVER SHEET PRELIMINARY ENGINEERING PLANS LEGEND STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN STREETS PLAN AND PROFILES CO3.01 ROUNDABOUT LAYOUT C04.01 TYPICAL STREET AND TRAIL SECTIONS C05.01 RFTA TRAIL UNDERPASS PLAN AND SECTION C06.01 SITE ACCESS PLANS — CDOT C07.01 STREET AND TRAIL DETAILS DR01.01 BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN S01.01 CATTLE CREEK BRIDGE GENERAL NOTES, PLAN AND ELEVATION S01.02 CATTLE CREEK BRIDGE ELEVATION AND SECTION DR02.01 DRAINAGE STRUCTURES PLAN AND PROFILES DR03.01 DRAINAGE STRUCTURE DETAILS B01.01 HAZARD MITIGATION PLAN SW01.01 SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN SW02.01 SANITARY SEWAGE COLLECTION & WATER SUPPLY PLAN AND PROFILES SW03.01 SANITARY SEWAGE DETAILS SW04.01 WATER SUPPLY DETAILS SW05.01 IRRIGATION SYSTEM PLAN SW06.01 GLENWOOD DITCH RELOCATION PLAN AND PROFILES SW07.01 IRRIGATION AND GLENWOOD DITCH DETAILS CP01.01 CONSTRUCTION PHASING PLAN BY FILING 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: i'vm*-17Pro E COLORADO 111. Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1111 Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: PRELIMINARY ENGINEERING PLANS COVER SHEET SHEET NUMBER: C00.01 1 5 6 10 H G F 0 0 z w w E 0_ m a CL 0 U o D CD a CL N O N C0 / 0 (13 w m 0 cn (x)o w 7 m— Z 00 < o >- 0 Z coo I CO Q \ cn 0 C.) w= A U Op 0- I LI] wm J < < O F- z uj P— I— I— J O O O a_ a_ a_ 1 2 3 4 5 6 7 8 9 10 PLAN SYMBOLOGY GENERAL SYMBOLOGY ABBREVIATIONS OWNER/DEVELOPER: �.-✓��"' 1 ,.r.._ .• f ,r`"; i,..!'' Q • . EXISTING TOPOGRAPHIC & UTILITY SYMBOLS PROPOSED SYMBOLS N ARROW INDICATES DIRECTION OF PLAN NORTH PLAN A/E ARCHITECT/ENGINEER S.F. SQUARE FOOT, SILT FENCE ABAN. ABANDON SHLDR. SHOULDER- A.D. AREA DRAIN SHT. SHEET ADDL. ADDITIONAL S SLOPE ADJ. ADJUSTABLE, ADJACENT SPA. SPACING AGGR. AGGREGATE ST. STREET A.I. AREA INLET STA. STATION ALG. ALIGNMENT ALT. ALTERNATE TOPO. TOPOGRAPHY ALUM. ANC. ALUMINUM ANCHOR TYP. TYPICAL APRX. APPROXIMATE V.C. VERTICAL CURVE ARCH. ARCHITECTURAL V.C.P. VITRIFIED CLAY PIPE AVE. AVENUE VERT. VERTICAL AVG. AVERAGE VOL. VOLUME V.P.C. VERTICAL POINT OF CURVATURE B.E. BOTH ENDS V.P.I. VERTICAL POINT OF INTERSECTION B.F. BACK FACES, BOTTOM FACE V.P.T. VERTICAL POINT OF TANGENCY B.L. BASE LINE W/ WITH BLDG. BUILDING W/O WITHOUT B.M. BENCHMARK B.O.C. BACK OF CURB Y.D. YARD DRAIN M BRG. BEARINGO C TO C CENTER TO CENTER C&G CURB AND GUTTER C.B. CATCH BASIN C.F. CUBIC FEET (FOOT) C.I. CURB INLET C.I.P. CAST -IN-PLACE C.J. CONSTRUCTION JOINT CENTERLINE, CLASS, CLOSE C.M.P. OR C.S.P. CORRUGATED METAL PIPE C.O. CLEANOUT, CONCRETE OPENING CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS CTR. CENTER CY CUBIC YARD DEG. DEGREE DEMO. DEMOLITION D.I. DROP INLET DIA. DIAMETER DIM. DIMENSION DIST. DISTANCE DWG. DRAWING E. EAST EA. EACH E.E. EACH END E.F. EACH FACE ELEV. ELEVATION ELEC. ELECTRICAL E.O.P. EDGE OF PAVEMENT EQ. EQUAL EQUIP. EQUIPMENT EQUIV. EQUIVALENT E.S. EACH SIDE, EQUAL SPACE, EST. ESTIMATE E.W. EACH WAY EXIST. EXISTING F TO F FACE TO FACE F.F. FAR FACE F.G. FINISHED GRADE FL.FT. FLOW, FLOW LINE FEET, FFTG. FOOTINGOOT GAL. GALLON GEN. GENERAL G.W. GUY WIRE H.C.L. HORIZONTAL CONTROL LINE H.H. HANDHOLE HORIZ. HORIZONTAL N. INCH INV. INVERT IRR. IRRIGATION BOX JCT. JUNCTION JT. JOINT L LENGTH L.F. LINEAR FOOT LIN. LINEAR LOC. LOCATION MATL. MATERIAL MAX. MAXIMUM M.H. MANHOLE MIN. MINIMUM MISCELLANEOUS MON. MONUMENT N.A. NOT APPLICABLE NOM. NOMINAL N.S. NEAR SIDE N.T.S. NOT TO SCALE OFF. OFFSET 0 TO 0 OUT TO OUT O.H. OVERHEAD P.C. P.G.L. POINT OF CURVE PROFILE GRADE LINE P.I. POINT F NTERSECTION P.V.C. POLYVINYL (CHLORIDE, POINT OF VERTICP.W. POTABLE A WATERL R.W. RAW WATER R.C.P. REINFORCED CONCRETE PIPE (SIZE)" S.S. EXIST. FIRE HYDRANT Wv EXIST. WATER VALVE Da �w EXIST. WATER MANHOLE CD EXIST. WELL I EXIST. IRRIGATION BOX f (SIZE)" ® LS PROP. SANITARY SEWER PROP. SANITARY SEWER MANHOLE PROP. SANITARY SEWER LIFT STATION r f`'1 ���� -� -� T 7� � Tom► ._./ COLORADO Carbondale Investments, LLC 7999 HWY 82 Phone No: Carbondale, CO 81623 970.456.5325 1/4" = 1'-0" PLAN TITLE ss EXIST. SANITARY SEWER MANHOLE (SIZE)" PROP. STORM SEWER CIVIL ENGINEER/PLANNER: 8140 Partners, LLC sr GB G eGv © El E 0 T EXIST. STORM SEWER MANHOLE EXIST. STORM SEWER CATCH BASIN EXIST. GAS METER EXIST. GAS VALVE EXIST. GAS MANHOLE EXIST. GAS MARKER EXIST. ELEC. METER EXIST. ELEC. MANHOLE EXST. TELE. RISER/BOX PROP. CULVERT PROP. CURB INLET PROP. CATCH BASIN ® PROP. STORM SEWER MANHOLE ® PROP. YARD INLET ® PROP. GLENWOOD DITCH RELOCATION MANHOLE PROP. ril In PO Box 0426 c Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com La9s,�s�P,a�n;�gIOe5;g� SECTION LETTER FLAG INDICATES DIRECTION OF SECTION CUT X XXX SHEET WHERE SECTION IS LOCATED * SECTION CUT MARKER CD EXIST. TELE. MANHOLE GD GLENWOOD DITCH RELOCATION LINE PROP. �T EXIST. TELE. MARKER G GAS LINE PROP. SECTION LETTER JB EXIST. JUNCTION BOX E ELEC. LINE T PROP. TELE. O EXIST. POST RWM LINE PROP. 0 EXIST. TRAFFIC POLE RWS RAW WATER MAIN LINE PROP. RAW WATER SERVICE LINE SECTION X G EXIST. GAS LINE PW TELE. PROP. POTABLE WATER LINE XXX 3/8" 1'-0" UT EXIST. UNDERGROUND TELE. N PROP. WATER VALVE = SHEET WHERE SECTION VIEW IS FIRST CUT * OT EXIST. OVERHEAD O4 PROP. WATER LINE BLOWOFF ASSEMBLY WITH VALVE UE EXIST. UNDERGROUND ELEC. 0-N—OE N— PROP. WATER LINE AIR RELEASE VALVE/MANHOLE SECTION TITLE EXIST. OVERHEAD ELEC. — PROP. WATER LINE TEE ST < EXIST. CULVERT —1 PROP. WATER LINE CROSS KEY MAP: SS EXIST. SANITARY SEWER ----1ST ►Z PROP. WATER LINE THRUST BLOCK EXIST. STORM SEWER o— — a— — o— — EXIST. DITCH FLOW I— —*H PROP. WATER LINE REDUCER PROP. WATER LINE BLIND FLANGE OR TEMPORARY CAPPING U U U U U U EXIST. GUARDRAIL PW POTABLE ti PROP. FIRE HYDRANT DETAIL NUMBER EXIST. WATER LINE .' PROP. WATER METER XXX RW EXIST. RAW WATER LINE ° EXIST. TREES EXIST. TREELINE FENCE w® G © PROP. WATER MANHOLE PROP. GAS METER PROP. GAS MANHOLE SHEET WHERE DETAIL IS LOCATED * DETAIL MARKER FOR REFERENCING DETAILS INCLUDED IN DRAWING SET. —x— `PP 93TP *- —x EXIST. EXIST. SIGN EXIST. POWER POLE EXIST. TELE. POLE EXIST. STREET LIGHT POLE PROP. SIGN PROP. PEDESTRIAN LIGHT POLE *r PROP. STREET LIGHT POLE PROP. DITCH FLOW PROP. < XXXXXXXXX> PRELIMINARY NOT FOR CONSTRUCTION DETAIL MARKER FOR REFERENCING DETAILS BOUND IN SPECIFICATIONS OR SEPARATE VOLUME. <- EXIST. GUY WIRE GUARDRAIL PROP. FENCE O EXIST. POST —x x x EXIST. TRAFFIC POLE PROP. RIVER/LAKE/WATERWAY PROP. 4.1., EXIST. BOULDERS/ROCKS WI EXIST. MAILBOX -• - -•- -. EXIST. RETAINING WALL RETAINING WALL -•-•-•-•-•-•- PROP. LIMITS OF TOE OF FILL - - PROP. LIMITS OF TOP OF CUT PROP. DETAIL NUMBER DETAIL O 3" = 1 -0 XXX LIMITS OF CONSTRUCTION" SHEET WHERE DETAIL EXIST. WETLANDS LIMITS PROP. 5280— CONTOUR WAS CALLED OUT DETAIL TITLE EXIST. RIVER/LAKE/WATERWAY — —5280— — EXIST. CONTOUR PROP. GRADING SLOPE * FOR COMMON DETAILS AND SECTIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS, THE SHEET NUMBER IS REPLACED BY A DASH (-). C/� ) EXIST. CONTOURS - CONCENTRIC CIRCLES — — — WITH TICKS INDICATES DEPRESSION /<^ PROPOSED EROSION CONTROL SYMBOLS 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL EXIST. CONTOURS - CONCENTRIC CIRCLES ( �\ 1 INDICATES HILL CIO SILT FENCE ISSUEDATEDESCRIPTION DESCR ON PROPERTY/ROW/SURVEY SYMBOLS PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO :�: •: •� — - - - - - PROPERTY LINE .�: • ' �:; ;%:; idta `"* ® VEHICLE TRACKING CONTROL DRAWN BY: C. SNYDER CHECKED BY: S. OTERO EASEMENT LINE SHEET TITLE: PRELIMINARY ENGINEERING PLANS LEGEND AND ABBREVIATIONS - - - TOWNSHIP LINE 0 OP OUTLET PROTECTION — — SECTION LINE — - - — PARCEL LINE CWC STRAW WATTLE CHECK DAM o COOT R -O -W MONUMENT O PROPERTY PIN, NO. 5 REBAR & CAP (L.S. 20133) I OD -C) LIMITS OF CONSTRUCTION ® PROPERTY PIN, NO. 5 REBAR (Sc CAP (L.S. 22680 U.N.O.) — • COUNTY SURVEYOR BRASS CAP SURVEY BENCHMARK AREA OUTSIDE LIMITS OF CONSTRUCTION SHEET NUMBER: �+ 000.02 BM .6. CP SURVEY CONTROL POINT 1 2 3 4 5 6 7 8 9 10 CD 0 V 1 J a F- (n H- w W H- (n z J a 0_ W 0_ N H- W w 2 (%I z J 0_ 0 U z 0 w 0 z w w z CD z w Q J O J W t a N 0 (n N O (0 O (n (/l z 0 () w 0 O 0 O (n F- z w Q F (n N W J O W 0 \0 Z Z m U) Q E LI] U LI] Wm 0 0 Z � I- I- 11-1 O O _J J J Li 0_ 0_ 2 3 4 5 6 7 8 9 10 H G F E D C B A I I I I -- - - II • .. -- .I. -- - - N— SECTION LINE -- -- l� 1\ TOWNSHIP �\ LINE -- 7 \\ th tO co tri N. 14. .I. X X EX`S ��� EPSP \ -- • I / // /%/// \\ I , / / , s. /% \\ 1 I' I II' N \ \ •N- \\ \\ ` II 7 N v \ ,// -i' FOR TYPICAL ALLEY/DRIVEWAY DETAILS, SEE SHEET C07.02 \ '\\‘ \ V\ \ A • • • • • 13 0 \ 1 1 I I i I I I a \ \ I I A F' 10 BIKE PATH \ \\ • • FOR TYPICAL INTERSECTION CURB RAMP LAYOUT PLAN, _ i SEE SHEET C07.02 EVA EASEMENT TO SH82 (EASEMENT LOCATION TO BE DETERMINED) PROP. EVA CROSSING RFTA \(CONSTRUCTED TO RFTA STANDARDS) PROP. 20' EVA \ CROSSING EASEMENT PROP. \ ,1 1 1 III 11 1 1 1 1 1 1 1 11 11 • • • • • • • • MEM I- cr CHERT COURT I CCX 14.1 VI IMI MATCHLINE SEE SHEET C01.02 5— vs • • ▪ • EXIST. GRAVEL DRIVE I EXIST. CDOT ROW \\ Q'',; 100 NOTES: 1. FOR STREET Sc TRAIL TYPICAL SECTIONS, SEE (CO4 SERIES). 2. PLAN AND PROFILES FOR GARDEN HOME TRACTS TO BE COMPLETED AT TIME OF FINAL PLAT. 3. FOR STREET (St TRAIL TYPICAL DETAILS, SEE (CO7 SERIES). 0 100 200 SCALE IN FEET OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN SHEET NUMBER: 2 3 4 5 6 8 9 10 C 0 (fi Q F- U) F- w w H- (I) Z J a I a w a N H- w w z J a a U Z CD (7) w 0 CD z_ w w Z_ C z w 2 3 4 5 6 7 8 9 10 H G F E D Z CD () w 0 0 0 0 0 (n F- z w Q F (n N Lu Z J O Q N 0 Z Z M \� jwI A LI] w m o 0 I- 11-1 oo LT_ a a B / / I L \\I, 1 PROP. TRAIL MATCHLINE SEE SHEET C01.01 .__-.1- - ;, I LL -- X \` \\ A `\ 1 = Y'y I I I '1 1 II • ' \ • \ \\ , \ • • • • E II - : _I 71 1 \ \\ \ \ \ \ \\ •*-105,0\1,1 BIKE PATH 0 X\S� ' FPSEM • • • �1 11 J ►- 1 • �X�S� MENS EPSP • \ \ II II II II Il Il II EXIST. GRAVEL DRIVE 100 N 0 100 200 1 SCALE IN FEET 0 II • • • sT CDOT ROW • • • • • • • • • • 7 RFTA TRAIL & UNDERPASS \ STRUCTURE <' ci // r Th\4 JP\ 111 EXIST. BRIDGE TO BE REMOVED :61/ /1 1, A • N • • • V\ \ I\ \ 1 \ 1 4IK. \ I I \\ . --„ \ N \ I • • • MATCHLINE SEE SHEET C01.03 PROP. TRAIL I EXIST. BRIDGE TO REMAIN PROP. SH82 WIDENING AND MEDIAN WORK (CONSTRUCTED TO CDOT STANDARDS) OWNER/DEVELOPER: lvtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 CD 0 (n J 2 3 4 5 6 7 8 9 10 H C F J 0_ a U Z C' (7) w 0 CD z w w z CD z w D Z 0 () w a O 0 O F- z w Q F (n N Lu > I' Z w J O L -LJ < N O \>- Z Z U f cn m � m c) LI] A LI] wm o 0 woo _J J J Li 0_ 0_ B X \ • • •,J • — — • • \ \ \ ,I \ `‘ `\ N \• ` rr B I / B A\ \ •\ \ N , , \ \ ,7/ / • • • MATCHLINE SEE SHEET C01.02 ♦ i B - 7 — . �- , �/ / / I' ' I i B ,i J" 'I PROP. TRAIL A 1 , /// / /I, E Mrn OR£ �,/ 'Ii �- Ci - ,i /_ I, i' I i ,I, /' III - -t- �' I' 1' / // RI V ER / ' S/DE LOOP DRQvE 1 / /// // / / / / • '�' ,// //,' , /// , 5) • \ • \ , • \ ///•\ \ �' / \ 5_ , 1 , / / I II ■ 1 /\♦ •\ ,z -- r---- / I , I I /\/ I I I 1 / , I I ■ 1 I I ■ '/ I11 I 1 1 I 1 ■1 I 1 I I ■ \ I X11 1 I I ■ 1 ■ 1 �\ I 1I `\ i 1 I ■ i 1 1r 1 I 'I 1 1 1 I // / I ■ I 1 1 ■ ' 11 • • 7/ \ �` / / I // / 11 / /'/i' ' I I / , I I SECTION LINE \I II / 1 / I' 11 / I 1 / l I1 11 / L' -T •\ \ •\ \ N, `, 1► • \\• \\ • \ < \ (N\ • \ \ �\ \ \ \ \ \ • • • \ / // I/, // // //I /I, • I \I I \ c_rA\ • • \ • • • • • • • • • • • • • r-sn' \ \ \_ Ex \ST • ---, , I \ Iv -r_-_:_:--11.11:- - - - \ \ • co co Di Di • TOWNSHIP LINE • • • • • • • • • • PROP. TRAIL N<, • N..5,„ • „,, ///// ,, ,, \ II Row 100 1 00 200 SCALE IN FEET \ G 0 • • E • • • • • zr rr • • • • • • ,_, _ _ _ _-_-z-2-7-_ _-_ : _-_-=-1-i-i_i I 8;1;.(:5>:Ii/i/C:\/‘/;\\4:.4':?\>‘' \\\ \\\\ \\\ N • • • • • A • MIN I= • • • • • • • • rnM • MATCHLINE SEE SHEET C01.04 IM MI \\ PROP. SH82 WIDENING AND MEDIAN WORK \ (CONSTRUCTED TO I \\ I \\\ t: \ \ \ \ \\:( \ \\ \ \\\(\ \ \\ \\. \\:\ \, \'`13 \ \C\ EXIST. GRAIPS-EL \\\\ \ \\A\ DRIVE 02., ' \ r-- \\ \ \,./., EXIST. BIKE PATH \cf:33 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 0 0 (Ti Q F- (n F- w w H- (n z J a I a w a N H- w w (f) z J a 0 U z C' w 0 z w w z C� z w 1 2 3 4 5 6 7 8 9 10 H G F E D Q J a J w a N C Cr) N O (/) Cf) Q z 0 w 0 O O O (n F- z w Q F (n N w > I� z w J 0 w 0 \0 z (z c.) LI] A LI] wm .,(1— 0 I— I— w 00 _J J J Ii a a B PROP. TRAIL • N MATCHLINE SEE SHEET C01.03 i i • • • • • \ \ • • \ \ • • • • I ► ►I EXIST. ► • • 1\ \ \ * 1 \ \\ • 1\ \ \\ '1 \\ 1\ \\ I \ \ \ \ \\ • \ \ \ \ \ \\ \ \\ I \ \ \ • Z \ `.• \, \\ PROP. • EVA CROSSING RFTA \\ `• 0" (CONSTRUCTED TO RFTA STANDARDS)— • \ ► �� �� \ \ \ I \ \ \ X \ \ \ \ \ \ \\x III BIKE PATH \\ \\\ \\\ \\\ \\ \\ \ II I EXIST. \ \\ \ \\ \ \)(\ I GRAVEL \ \ \ \ \ I I DRIVE \ \\ \\\ \\ \ \ \\\ I \ \\ \ \X ;\ Al-, , • • \ PROP. 20 CROSSING EVA \\ \ EASEMENT—. -‹\ \ \ • \ \ \ PROP. SH82 WIDENING \AND MEDIAN WORK \ \\ (CONSTRUCTED TO \\ CDOT STANDARDS) \\ \\ \V \ \ \\\ \\\ \\\ \\\ \\ \ \ \I ^� \\ \\\ \ \ \\ \\ \ J) \' \\ \\ \\\\ \ / / X \\ \\ \\ \ \ \ I \\\ \ \ \\ \\\ \ \\ I \\\ \ \\ \\\ \\ \X \\\ \\\ \\ \\\ \\ \\\ \\\ \\ \ \\ \ \ \ \ \• \ \ • \ • \cO ' \\\ EXIS I 50 • EASEMENT \ Roy4),4,0 j \ \ \ \ \ • \ \ \ • • • • • \ • • • • v-. \ �X \\\�\\\ t�\ \\\ \\ \\ \\ \\ \ \`\\ \ \ \ \ \ '4 \ \ \ \ .\ :\\\\ \ \ \\�• • \\`.\\ \\ \ \\ \\ \ -- \ , \ \ \ • \\ \+\ \L \\ \ \ \ \ \ \ \ \\ \\ \,c ` \\\ \\ \ \\� \\ `''� \\ \\\ \\ \\\ \\ \\ \ \\ \ 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: r N,k-‘„ Wirtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 4 In d C ea ea Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREETS, TRAILS, WALKWAYS AND BIKEWAYS PLAN (4 OF 4) SHEET NUMBER: C01.04 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 U) Z CD (n LTJ 0 O O U) z 1.J 0 LTJ >0) z LLJ J O r Z (0 0 o - m Q E LI] U LI] w m <00 z I- 11-1 oo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H 0 F E D C B A o I ■ ■ ■ • • • • P ■ ■ ■ ■ � S 610%01 (081/113804308V3)\ 8V 17V81 O / PROP. TRAIL I • \ +00 \ \ \ ♦ \ { ♦ '. N *11.0114. ao a. • • I • ccx1/2-4 ,„<„/ . . _ / / 12+00 / 14+00 / C 4— PROP. RELOCATED RFTA TRAIL & UNDERPASS STRUCTURE ---__ RIVER EDGE DRIVE 1— o �L 1408) l,�b�'�ly'l 1 1 1 1 1 ,1 1 ■ ■ -Is -LS I I I EXIST. CDOT ROW ■ • 1 1 1 1 1 1 ■ • mi I N 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6070 6060 6050 6040 6030 6020 6010 6000 5990 F 1 \\ \ II RFZ A R EsioSi. E)0S1. 2O EASE14 1 U d • • 0• CURVE DATA P.I. STA. = 16+50.08 DELTA = 38'29'23" RT DC = 22'55'06" T = 87.28' L = 1 67.94' R = 250.00' e = 14.80 ilM•11 MEM 1 , I , 1 , 1 1 1 1 , • 1 , I I , N • /, _IS9C9Z / / / (V__78b NOVO" //,/ ", \, 3810d8,> V NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 10+00.00 EL. 6033.50 a 10+50.00 V.C. = 100.00' EL. 6032.50 K = 33.33 E = -0.38' S.D.D. = 271.53' 0 in re) M re) in 0 0 Io 0 N N O 0 coCO 1 1 +00.00 O Ln r) 0 LTJ N 0 0 Io 11+50.00 U) 0 EL. 6029.00 0 00 0 CNI 4' MIN. FILL PROP. RFTA TRAIL UNDERPASS STRUCTURE 0 in if) ui NI CV cN P.V.C. STA EL. 6024.00 V.C. = 100.00' K = 39.26 E = 0.32' S.D.D. = 410.72' 0 CNI 13+00.00 cn cN 13+50.00 EL. 6020.27 PROP. GRADE 10' MIN. VERT. CLR. N CV o o cri cy 00 cn EXIST. GROUND co (0 P.V.I. 8c INTERSECTION EL. 6008.79 0 1- 0 0 ID 0 0 141 cN o 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (EAST) STREETS PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 U) z CD U) LTJ 0 O 0 O 01 z LLI 0 LJ > rn z LU J O f o\� Z CO 0 J M E w LI] w m <00 z LU I-- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 • • i i • 16' — oe / / / / / II , I II I II I I 1 \A \ \ NNN ♦ • 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 If 30' • \. i N 0 00 1 000 cc)O 1300 000 co L 00 co TT 14+00' 000 1 0 0 15+00 00 00 r+r--L---1--,+1 A÷ 1600 L 1 L L 00 17+00 L L 000 0 O +00 L LI LLL r r 1- E 19+0 4 0 • / TRAILSIDE DRIVE CURVE DATA P.I. STA. = 11+73.55 DELTA = 59°41'11" RT DC = 38°11'50" T = 86.06' L = 156.26' R = 150.00' e = 22.93 • N,• ` -- - -- • • • Al co / S19°38"52 T / 00 0 / 7 TTT 0 0 coO E VF 00 co E LtL NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). O O 0 O P.V.C. STA 0.50% V.C. = 100.00' EL. 6015.86 K = 400.00 E = 0.03' S.D.D. = 1506.23' 11+50.00 01 02 0 O J W D 12+00.00 01 0 EL. 6016.49 (\P.V.I. & q INTERSECTION STA. 10+00.00 (NL01) EL. 6015.36 M N (0 t00 10+00 = STA. 20+00.00 (NL04) G. O U) N (0 t00 ca v co 00 N 00 In 00 c0 O OO O (.0 to (0(o 1 1 +00 PROP. GRADE co 00 rn c0 O O (0 EXIST. GROUND 0.75% O O 0 P.V.C. STA. a V.C. = 100.00' EL. 6019.86 CO N 0) O O (..0 to 13+00 0) t0 O I� N (0 t00 Ln 01 N 4 � t00 14+00 K = 400.00 E _ —0.03' S.D.D. = 2708.30' N M adN (0 t00 N 00 N 4 ID 15+00 00 V' N 0' N 1 - ID 16+00 r0 0000 H Cr; N 1 - ID 0 17+00.00 EL. 6020.24 N N N ID 17+00 O O 0 Ln N. U) 0 EL. 6020.49 0 0.50% (0 vt NN tO o NN o ID 18+00 0 0/ NN 19+00 O O O (.0(0 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L d C r illet a Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE STREETS PLAN AND PROFILE (1 OF 3) SHEET NUMBER: CO2.02 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSROADS.DWG N 0 0 0 (n U) z CD U) LTJ 0 0 O O O z L1J a_ LTJ z Lu J O >- o�� Z coo J M Q E w LI] w m <00 z P- P - woo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 rf- ..T..-.. 20+00L 1 A4— 21+00 .. Jr_ _, T7 7 r r r 22 +p0 23+001 L.L. 24+00 7 J 25 �p0 � O 26+00 ..—..—..—�.—..—..—..—..—..—.. , / , / 'r- o/,,, , / , �� , , / �I L__ / , / / /- / W I + r�T A4— L11 D 0 U w U LTJ 0 N z 519°38"52 TRAI;LS16E D*IVE 00 J J L L L J L J i1. — — 00 0 P.C. 25+99.82 • ♦ ♦` T .� • ♦• `2x0 , • ♦♦ 7^ • `, S � ` ♦ ic.X r ♦ ♦ ♦ ♦ / / Voo CURVE DATA P.I. STA. = 26+67.63 DELTA = 31°33'03" RT DC = 23°52'24" T = 67.80' L = 132.16' R = 240.00' e = 9.39 , Cr) / / \ -< J CURVE DATA P.I. STA. = 30+11.03 DELTA = 50°01'07" LT DC = 16°22'13" T = 1 63.28' L = 305.55' R = 350.00' e = 36.21 29 C. O v // N // /O N Qa Q13.4`,/ ct- co NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: TIL tr 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 Logistics 1 Planning 1 Design www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE STREETS PLAN AND PROFILE (2 OF 3) SHEET NUMBER: CO2.03 1 2 3 4 5 6 7 8 10 = 100.00' N- rr) N o 0 Jd LiJ _ P.V.C. STA. 27+00.00 V.C. = 100.00' d I I 1 it mr N N 0 0 o O n + N Q i- v� ? V.C. V.C. = 100.00' EL. 6022.24 L o m = = = 0 0 + — EL. 6021.74o °' w • rn I J (2,j-) rn P.V.T. STA. 28+00.00 I O 0-) N • J LLJ K E_ S.D.D. M) M rri 00 + N = = = r 0 N 0 J L I 66.67 –0.19' 493.05' 0 0 ° + in N Q (n �c ? d K = E = S.D.D. O N N 0 0 o + cn I EL. 6022.49 HI. 29+21.21 in N N .0 J w d7 N EXIST. GROUND COo J w CC) N O CD10 0.50 s O 0.50% -1--_ –1.00% o O O + N Q o I I I C1 V N 0O in N O CCD I� co co CO N A 0 rn N 0 _ O 0 + N Q ~ v� o NI N N ( w N N O CD10 STA. INTERSECTION 21+74.12 (NLO 1) EL. 6022.61 PROP. GRADE N ( co W of q STA. EL. w INTERSECTION 28+85.12 6022.41 (NL01) STA. 30+16.26 (NL05) _ -1- N N O CDID 0) Nr N N 0 Ln N O (.0 Tr N K) N 0 ID = STA. 55+69.16 (NL02) 0) it ,- 01 (0 N 00 .- 00 N N N N N O 0 O 0 CD ID CO10 I N. K) N 0 ID CO N) N O CD 0 in • N (0(0 qt n N . if) N N 0 O CD(0 C1 01 .- N 0 CO in N O CO qt N 0 N co N N 0 O CO CD(0 01 V N N 0 Tr n N- N iri N N 0 O CO CD10 01 01 N N 0 NO Ln N O CD(0 qt N M un N N 0 O (0(0 O1 Nt ,- in N O CCD qt n M N 0 CO CO 4 N O (C) 0) 0) K) N 0 10 O co N O CD 11) 0 ' N 0 ID co 6 N O CD N- 4 N O (010 Tr N. N N 0 v N N N 0 ID 0 N- N O (010 N 01 .- N 0 M I N 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: TIL tr 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 Logistics 1 Planning 1 Design www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE STREETS PLAN AND PROFILE (2 OF 3) SHEET NUMBER: CO2.03 1 2 3 4 5 6 7 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O O 01 U) Z CD U) LTJ 0 0 0 O 01 z w a_ w z °' LLI J O >- < (NI o(NI Z CO 0 U — J M cn Q E w LI] wm <00 z I- 11-1 oo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A Z 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 CURVE DATA P.I. STA. = 30+11.03 DELTA = 50°01'07" LT DC = 16°22'13" T = 1 63.28' L = 305.55' R = 350.00' p� e = 36.21 0) N 30+00 • • \ \ CN1 C/ \ 1\ cc) \ \ SI \ \ \ \ �1 Cry O \ \ \ \\ \\ - \ \ \ Q \ \ CURVE DATA P.I. STA. = 34+42.58 DELTA = 70°29'14" RT DC = 25`27'53" T = 158.98' L = 276.80' R = 225.00' e = 50.50 34+ 1 , I1 III I 1 I1 Q - Q - O L 35 J 00 • •Nr ♦`, J6+ ♦ `X ♦ ; - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N 0 0 O 01 U) Z CD C LTJ 0 0 0 0 O 01 z L1J a_ Cn LTJ 7 Z0-) LLI J O r Z CO 0 J MCn Q E w LI] w m <00 z I- I - woo _I J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A • • PROP. TRAIL • • • i ♦ \ ,\:: / - \ \ r \ , \ ....lJll 0/Y�\ J / - \ \ \ ACC) /(�, \\\\ ` I \ \\\ �\V . - - - I\\\ \ `\ \\\\\\1\\\ \ / - Y "\� I \\\ \\\ \ \I \ \ `\ \\ \ `\ \ \ \ \ \\\: \ \ \ \\\ \ \ \ \ \ \ \ I \_ ---i \ \ \\ O �I _ I\ \ I I I \ \ I I \ 0 33+° jL p , I- \ - - - • —— V — — / ACk )c C'J CO N _ 3S'`0° � : - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 0 01 U) z CD U) LTJ 0 0 (13O z L1J 0 LTJ z Lu J 0 N� Z coo J m E w i1; wm <00 z I- 11-1 U 0 _I J J L_ a_ IZ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 10 H G F E D C B A 50 0 ■ L 1 -_ _ -7------- - - _ _ _ _ — — — 1 --- --- '' I I — — — _ _ _ _ ' — — — 'I I I I I I - L —_r L1-,. -- II 1 I I r-_}\ �� - --__---_ 1 I 1 I i (^ O i I 1, „ i , I I _I -I- _ __ _ `_--_ -_--- ------ 1 1 ( (� I I (^ L i ' 1 MU I , I ', 1" I 'I I I �i 1.--..„ \ I 1----- '' 1 r\-1/1/ J I ► I 1 I-'___ co I I `` I I OCN O I I I '\ 1 VI , I 11 I - ' '1 II c::),-..\,(-0 II r\ I I ; O I I , .7--) I , I ' I I _ , --,1--1- -1- I - I I I II II I I I I' I I //y�y��� I I I '' I ( � �' i -- I--1J�_- --- - I , ' I /`1�J I ' I �'') , , �', 1 , ,---_____-� I ______---r; r 111 ', 1 ''1 II '1 11 I � i I I '- I �l I v, I I I I, I '\ I 1 I, 1 I-,-----------��- 1 I 1 1 , ÷24 too ill li II II li 11 II �0 - l WI ii- 00 A i i i 11 1 '".... \ii \ \ li 00 ,,,, I\ %,,,, c-, \ crl _ill _ - -----\ __'�----- , I ----T�_ ---------------------- -1-'---______46÷1U/ ��� +vu 1 48+° _---O. 1 A. il ii 17 ••••• ---- LA I i ii 1 + I, I1' Li_i , i I i �,, ELK TFT !!!�__ -_- _ T r1F°��'0" `•- ut ' I I 1 I ' '' I '^ I i R — i. 11 I 1'1 I '\ \ (^ I WI ' ; I , , RqI. T-_— i ii I ! 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 1 ' 1' v i O ' ' ' �.' i ' ' i ' ' LET — r' T T \ , 1 1 I I �' C::: 1 ^ ' �-' ) ' T _ I ' I I I I I ' I I I ' 1 I 1 1 I ---_JT`--- - J__-_-_ I �ITL_�II �ll '' / II �. ,, III \O 1 11 I I ; I ; I I it / ! ' ' ) ( „-: /_ I 1 �' ^ , , ' NN 1..r• ) , I O (� . ) — -.1 , i - I , I I, I I I \I v 1 11 11 JTL-- I I I I I , I T1 I I / -c. f^ -� —TL JT CURVE DATA P.I. STA. = 41+02.75 DELTA = 24°55'05" RT DC = 7°38'22" T = 165.71' L = 326.18' R = 750.00' e = 18.09 CURVE DATA P.I. STA. = 46+46.14 DELTA = 19°17'57" LT DC = 5°43'46" T = 170.03' L = 336.83' R = 1000.00' e = 14.35 I- I I 1 J , I o -Th ---\ �, I,---/' J 1 - y � NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: ivtir 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 Lagistics 1 Planning 1 Design www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET STREETS PLAN AND PROFILE (2 OF 3) SHEET NUMBER: CO2.06 2 3 4 5 6 7 8 10 I I I— I I \ PROP. GRADE — –0.75% q STA. EL. INTERSECTION 42+77.89 (NL02) 6015.43 ccs M N 0 co I rt T _ = STA. 25+00.00 —M coO O to I� to N r .— s— 0 0 0 0 co co co co (NL05) GROUND EXIST. — — I I M 0 co I NI c0 0) In M 0 co N N r 0 co N OO r 0 co CO 0 in coO n r 0 co NM M 0 0") co in d-0 M rn 0-) 0 0) co In ,-N 0) 0) in r7 CO 0) in o0 rn N 0 co CV n r 0 co ,— rn N 0 CC) V' n r 0 co inN rn N 0 co to r 0 co int�0 c0 .— 0 CC) r 0 co N.N cn .— 0 co s— 0 co co O .— 0 co coo —in O 0 co r 0 co 0�.- tb 0) 0 in r 0 co iv-) N 0 in Tr CO N r 0 co co O 0") in al coi O 0 0) co In 0 0 co in Tr r 0 co d e— 0 co 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: ivtir 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 Lagistics 1 Planning 1 Design www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET STREETS PLAN AND PROFILE (2 OF 3) SHEET NUMBER: CO2.06 2 3 4 5 6 7 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 0 O 01 U) z CD U) LTJ 0 0 0 O 01 z w a_ w > rn z LLI J O r Z CO 0 o - m cn Q E w wwm <00 z I- 11-1 oo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 N 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' �`' 49 S1 O -k ♦ F •`O 0 �, 51+ I I -r 1 / / L — — -' / / / / / / CURVE DATA P.I. STA. = 53+83.71 DELTA = 33°47'01" RT DC = 57°17'45" T = 30.37' L = 58.96' R = 100.00' e = 4.51 TRACT RF 54 (Pr)", 'C R SPG5-5 '' �� ' ' +00 / _ I ' \' 14/1 LOT `5000 S, %/ _ 55 Cat / v/ +00 1 ,/ / i I-- 6050 6040 6030 6020 6010 6000 5990 5980 5970 CURVE DATA P.I. STA. = 50+57.74 DELTA =102°28'41" LT DC = 57°17'45" T = 124.55' L = 178.86' R = 100.00' e = 59.73 \\ \ ` \� \\ \\\` ,;i,-' LOT 12 \\` \ , \\ ‘ c, 6300 S F - -- \, /�+ i \ � L:T-111_2_1 � X58S�`\\G�` \0 TTrk 0000_-- 5: 0 F ‘c75)88 \O 5431 � �- ,-' � � \\\\ � Vi- \\\� LOT 2 \\n 500 1-. 84 O ( T 23 J. / `t) \ C I I I / /' / / / / / / / , I / ►' I I' 1' I / 1I I II I ' - TRACT ac (COMMON AREA) 16881 S.F. it I II I I I I' \ TRACT (OPEN S 73448 49+75.00 P.V.C. STA V.C. = 150.00' EL. 6010. K = 46.74 E = 0.60' S.D.D. = 302.04' 50+50.00 01 0 C1 M rn O 00 • co 50+ 10.06 N O 0 0 (0 o J W cn • O O O 0)• o in to EL. 6009.64 Alm P.V.T. STA. 51 +25.00 N N O 0) r i up 0 co J W INTERSECTION STA. 50+52.33 (NL02) EL. 6010.27 = STA. 30+00.00 (NA02) O 01 06 O 0)o in ID 0 � r N O (0 EXIST. GROUND-\ INTERSECTION STA. 51+77.39 (NL02) EL. 6012.78 = STA. 20+00.00 (NL03) / 2.46% PROP. GRADE INTERSECTION STA. 53+26.02 (NL02) EL. 6016.43 = STA. 10+00.00 (NA01) O Cr) N N 10 0 - O O N 1- COtoto O N O 00 10 0 — P.V.I. & INTERSECTION STA. 55+69.16 (NL02) EL. 6022.41 = STA. 28+85.12 (NL01) CON Cr; N 1- COtoto O N. N N CO to .- N N 0 O Oto 2 50+00 51+00 52 +00 53+00 54 +00 55+00 56+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET STREETS PLAN AND PROFILE SHEET NUMBER: CO2.07 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N C0 0 (n (n z CD (7 LTJ 0 O 0 (13O (n z L1J 0_ ( N Cf) W > 0) z Lu J O r Z co 0 U — J M Q E w ; w m <00 z I- I - woo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 /44, II L . L tviORAI COOT ' iI I / V�I 74 v "P 13 Ic:f, `\\ (<` ,/, ``\ // `\' ' ` --- / . L r 1 w 0 0 0 N ICO z A+ 21 00 2?2,00 2400 2$00 GO Ic 6 - GO 00 .M Mft cre 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 T T _ T —RIVER EDGE DRIVE ----7-- CC N, I I 1 L T (r) —-- MICA _1COURT r 7 h L / w • • ,Z•/- \\ • si CURVE DATA P.I. STA. = 26+74.12 DELTA = 29`37'52" LT DC = 22`55'06" T = 66.13' L = 129.29' R = 250.00' e = 8.60 . . .... .. • / / / I • /j 7- • 6. I NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). P.V.I. & INTERSECTION STA. 20+00.00 (NL03) EL. 6012.85 STA. 51+77.39 (NL02) INTERSECTION STA. 25+24.93 (NL03) EL. 6010.22 = STA. 36+77.14 (NA02) —0.50% co co N 0 0 O O h N 0 .- 0 0 O O (0.. oo 0 .- 0 0 O (0 co M Ci) 0 0 O (0(0 PROP. GRADE P.V.I. & INTERSECTION STA. 28+23.38 (NL03) EL. 6008.73 STA. STA. STA. 37+27.96 (NL01) 18+18.03 (NC01) 10+00.00 (SL01) O 0 .- 0 0 O (o O 0 (.0(0 ti tO 0 o o in to ci cn in ID Cs) 00 in to EXIST GROUND 0 in in to o in 0 in to oci 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (WEST) STREETS PLAN AND PROFILE SHEET NUMBER: CO2.08 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 z CD U) w 0 O O U) z w 0 N w > rn z J O r Z c0 0 U f J cn Q E w j <00 z I- 11-1 U U LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 6070 6060 6050 6040 6030 6020 6010 6000 5990 / / 1,1 It \ . /////// // �� / '/ i', ��� ) ��� \\ \\ ^P���j 2200 q J l c---"/ '------- I • • 000 CURVE DATA P.I. STA. = 22+29.62 DELTA = 6558'47" RT DC = 45°50'12" T = 78.08' L = 139.58' R = 125.00' e = 22.38 / - ,moi //i /' / /' / / / ` - \ / • ,/ / ♦,XO / /i // / / / // I �I • • L9 • • •••• 15' /, /' // / • / —i.00 , /7 / // / / / / , / LP0 LC �. • cP • \. • ‘ ' / / / / / > y / / / // . / vim. // , ' c�� J / // // C� �i� / / \;; / / / • • PROP. GRADE 1.48% M N t10 P.V.I. & INTERSECTION STA. 20+00.00 (NL04) EL. 6015.36 = STA. 10+00.00 (NL01) 0 (0 N t/0 t10 EXIST. GROUND 1 1 P.V.I. & INTERSECTION STA. 23+36.49 (NL04) EL. 6020.34 = STA. 34+38.59 (NL02) CN 0) M 00 00 0 0 (i)� c0 0 N 10 0 — 0 N 00 O 0; N 1— � � 20+00 21+00 22+00 23+00 24+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 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 I— d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SOPRIS VIEW DRIVE STREETS PLAN AND PROFILE SHEET NUMBER: CO2.09 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 In z CD C LTJ 0 O O 01 z L1J 0_ ~ N (n W > rn z LLI J O r Z CO 0 U - J cn Q E w wwm <00 z I— I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 6060 6050 6040 6030 6020 6010 6000 5990 5980 \ 'I I 1 1'44OT l IiS.F. I 'I I I � I 11 I----- I I I I I I I I I , I , _ 1 I I I , I I I CURVE DATA P.I. STA. = 27+30.75 DELTA = 23`25'39" LT DC = 22`55'06" T = 51.84' L = 102.22' R = 250.00' e = 5.32 26+ j / II I I II II � I /' / I / / 1 / II -- —_/ I r �/ /I I/ / / / / , oo N a 2B+00 B TRACT (ROO 38815 SF _ - ------ LU/ 3 6000 S �- ' I LOT 2 I\I, ' 6000 SF ► r r itt I I I1 N021,p8= — — —► — — — -r -- ---- RT I LOT /0 6000 S F 'l l LOT 1 1 6000 SI 0 — 1 TRACT 81 (PARK) 213052 S F (1\ I LOT 9 I 6000 SF r I I 1 I 1 II 1 II 1 '1 I I I I ► 1 Lu 74 6000 SF LOT8 6/1rr I I 1I 1 LOT /5 I 6000 S LO 0 T 76 I 5000 SF 1 1 1 1 1 1 _J I ■ ■ 1 ■ ■ I ■ ■ ll OT �� ', 1 ■ ' 6000 S. F ►I \ ■ J— 1 ;'cn LOT 7 1 '\c, 6000 S.F. I Itr1 1 L 1' LOT1 i\ --Z / I rn 5000 S F 1 I ► - EXIST. GROUND / -1.28% P.V.C. STA. 26+50.00 V.G. = 200.00' 0 Ir CO0 W K = 38.66 E = 1.29' S.D.D. = 209.53' U) a N N 0 CO w P.V.I. & INTERSECTION STA. 25+00.00 (NL05) EL. 6015.43 = STA. 42+77.89 (NL02) O N N w- 0 ( OO (NI - LO M N (0 tO LO. 26+199.38 0 N 0 LSI 28+50.00 b P.V.T. STA 0 J W 3 o% P.V.I. & INTERSECTION STA. 30+16.26 (NL05) PROP. GRADE EL. 6022.61 = STA. 21+74.12 (NL01) 0) 0 . it) M O K) N r s- 0 - (0 ID (0 M 0 O N w- CO1010 N) O c ad N 1- 10 rn O OCV CSI 0 O �tO 00 d O CN CNI 0 O (.0� 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: '03 C co ca Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: CHERT COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.10 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O O (n (n Z C.� (n LTJ 0 O O O () z LTJ CL (n N W > rn W J 0 Z 0 m U I wQz LTJ J Li PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6070 6060 6050 6040 6030 6020 6010 6000 5990 �D� , ,// -Y/ / ,/ — -r 12+00 IN 13+00 15+00 Lo 6+00 COU5T omo mg. cb iN RIVER T EDGE LpRIVEj CURVE DATA L = 129.29' R = 250.00' e = 8.60 fr NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 5 0 oc-c -ps o ts (`` 0 Nr 0 o P.V.I. 8c INTERSECTION EL. 6016.43 Lc) ui 0 0 0 0 14) 0 o CN 0 0 cNi 0 0 EXIST. GROUND \— PROP. GRADE 0 o up is) 0 0 CO (ID —0.66% co CV 0 r'71 Pri 0 o rri 0 0 CO IS) ao Ln 0 0 11) CD to P.V.I. 8c INTERSECTION EL. 6011.50 CN 11) rei CV 1- 0 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 dOc' OWNER/DEVELOPER: vosta..„..„."Di tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: MORAINE COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.11 2 3 4 5 6 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 U) z CD U) w 0 0 O O cn z w0 ~ N (n W > rn z LLI J O >– < CNI oCNI Z coo o - J cn Q E w wwm <00 z I— I— w U 0 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 5 7 8 10 H G F E D C B A N 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 \ II RIVER EDGE DRIVE V.11 L i T r • — — - - __--� TRACT By CONIv ON AREA) \, 16015-�. . \ \ \ \t TT 1-7 527°59'51 "E 32+00 3.1+00 MICA ICOURT_ j S27°54'46"E A __-------- \� .. . . S. N N 4 • N N CURVE DATA P.I. STA. = 30+65.98 DELTA = 34°08'00" LT DC = 71°37'11" T = 24.56' L = 47.66' R = 80.00' e = 3.69 (-Y L L IL -T 'L6+5c '1'd\g�� 1 Q ''F ' '. -1 kcj ' -----• \ ' il/ /' //V //1 I-- -r_) %.'—' . / i :PoYk //// r_--------- ,,, „-;•// ---------------------------- -L ,/ , /;:,//i,/,;, --i.-_ , / / ,/ / / / /' / / r // / / / ii / 'i _ / / / / .j .. •���•= _ T G' / / 00 / / �0 ; ; ; ; // ,, �• / i ; i� /. // / /• 1 / /�� , , , I \ \ ...N.,;., , , , , I I I \, 1/ I I ♦ / I I •/ ♦ \ I , / I , / I I, `� 7 PROP. TRAIL .. / / / -7/ / // 1 - =NM � '-/ _X— —X— —X— —X— —X-- MN X CATTLE .0'.' -- - .. CURVE DATA P.I. STA. = 35+52.19 DELTA = 90°05'05” LT DC = 71°37'11" T = 80.12' L = 125.78' R = 80.00' e = 33.22 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: 1./4\ tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: MICA COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.12 2 3 4 5 6 7 8 10 V.C. = 110.00' I I a K = E = 45.73 0.33' 0 O S.D.D. = O 507.17' o —• P.V.I. & . INTERSECTION I in 0 o 0 0 Si STA. 36+77.14 (NA02) EL. 6010.22 P.V.I. (Sc . INTERSECTION + - + + = STA. 25+24.93 (NL03) STA. 30+00.00 EL. 6010.27 (NA02) M Q�r L �'(0. rn 0 •0 = STA. 50+52.33 (NL02) (n =0.64% (j o: o cn co . Lu a.w 0 co i-- 62w o co — — PROP. GRADE 4 + 'to N) N 0 In CO 0 J 1 W v` I.� EXIST. GROUND I I M N N s T 1 it) M N 0 00 to CO t0 f M a) 0 N t0 M 0) _ v N N 0 N I. invt vt N - N t0 Tt 0/ N 00 1� .C1- O Cr; O d1 N o N o 00 r••00 co 00 r- - N. O r- N ^ 4 00 C1 a7 r a7 0 0) 0 0) 0 0) 0 07 0 a7 0 07 0 07 0 0) 0 0) 0 0) 0 07 0 0) 0 0) 0 0) 0 0) 0 0) 0 0) 0 0) 0 a) 0 0) 0 0) 0 0) 0 a) 0 a) 0 a) 0 0) 0 into in to into into into in co into into into In to in m In to into in to 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: 1./4\ tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: MICA COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.12 2 3 4 5 6 7 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 U) Z CD Cn LTJ 0 O cO O 01 z L1J 0_ N (n W > rn Z LLI J O r ON Z (0 0 0 - J M cn Q E w wwm <00 z I- I - woo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H 0 F E D C B A • • • N • \ \ • • • • AIL 1RSIDE DRE IV 50 0 50 1 I 1 / / , // \\• \\ \NN \ ♦\ ■ \ • \* PROP. TRAIL .• • • 21+ • weeee • • 1` •••• • ■ • N N N N N N N N cf- LSI a P•T. 47+74.05 1 N N j I I N N 15+00 Qa 14+00 -- -- - -� y -- r------_______---_-/........ A 16+00 17+00 S41°24'28"W 19 '0 o 0• J, �-1LP bio' 0 , 0 weer e\ / -r \ • • 11 H d 7 0 0 P1 7 1 r —T -- ♦A •N • J I r • )-(,,\':P N ` �9 Jb12 ■ -iI — — • ■ ■ / c J 'I I I 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 \,.—PROP. TRAIL 1 11 I I I I I I I • • • LLI J H LLI < U U I I I I I �;- CURVE DATA P.I. STA. = 13+01.93 DELTA = 9°02'12" RT DC = 28°38'52" T = 15.80' L = 31.54' R = 200.00' e = 0.62 V v —4 7 P —4 ----- ---- _ - - - rl • Lr ./ 5bcp 1 r I 1 1 1 1 1 1 1 • • I \• \ • • . \ • • • • • • • • \ \ ••\ • • \ \ • CURVE DATA P.I. STA. = 18+02.55 DELTA = 34°26'10" RT DC = 11°27'22" T = 154.99' L = 300.59' R = 500.13' e = 23.46 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). —1.00% V.C. = 50.00' K = 20.00 E = —0.16' S.D.D. = 290.83' P.V.C. STA. EL. 6008.04 P.V.I. STA. 11+00.00 EL. 6007.79 CN EL. 6006.92 12+10.70 nID CN 0 LiJ /1 NI" CN P.V.I. INTERSECTION EL. 6008.79 = STA. 18+18.03 (NC01) CN o o in to CS) tO in to o in to 01 00 0 in to oo o CN P.V.C. STA V.C. = 160.00' EL. 6000.09 K = 40.00 E = 0.80' S.D.D. = 231.11' FILL AREAS BEHIND ABUTMENTS CN co o in to CO o in to In 1- cn in in 14+00.00 EL. 5997.29 co P.V.T. STA EL. 5997.69 Ink 0.50% co P.V.C. STA V.C. = 100.00' EL. 5998.29 K = 66.67 E = —0.19' S.D.D. = 493.05' 16+33.33 cid rine P.V.T. STA EL. 5998.04 PROP. GRADE INTERSECTION EL. 5997.95 = STA. 20+00.00 (SL04) in in ro co in in cn in in in co EL. 5998.54 ad cn in in \_EXIST. GROUND o 0) in to co in NIP —1.00% INTERSECTION STA. 17+74.11 (SL01) EL. 5997.30 09 0 111 in to o in to in to 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 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 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE SHEET NUMBER: CO2.13 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O 01 U) z CD C w 0 O O 01 z w m (n N w z J O >- o(NI � Z coo J m cn E � w wwm <00 z I— I— w U U LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 `,q1cy C/�F ffp / , , , , , , , , , / / / / I / ct cc) yQ ♦ / I ' 1 I ' I I / / // ' I + 110 10 I1 /, /,( , X , di) \ \ \ 7 /o . \ q • ♦♦ O`` •c\`‘ cN PSC, `\` cp N \ �` ` N N \ ` / / // i - ----- 20 / -- \ - ?�r \ 1, , 11 -- I\ \- - 1 1 , , , 1 - / - - - �, , I ,, ', , 1 , , , j'� ', 1 V (�' \`, , ', - -' - - - , II, 1 I ', ', , \.1� ' , ', O� J \ ', ' 1 i \ I , , , J 1 , , , ---' -i-- ..... -'\ I , , , \O , , ', ', ' ' V ' ' \ V 1, ' ' ' , �.1, I 1 1I I J - - \ I\ \ \, \', \ \ O� ' ' \1 1 1 , , __\\\A_\,- , I , I, \ ' 1 1 ' ' , 1 ' \ \ O\ 1 , , , , , , , , 9 I I \ ` \ T N — Q /- -/ \ ... - --�- \ I\ �/ O� I I I I\ , , �\ `° 21-- %�♦ 555°4�-� Z _-- \\ \ ♦♦♦ ,, ,I / / ♦ ' 1L/ �� • --- 24`tL ' ov.,? ovoiv.,' V " I1 1_., , O I \ X Vr) 0) \ ' \ \\ < II ‘, \ .1 1,, I \ --) / � O. � �� I 1 a - _-- / \\ \\ \ 1 ` ' \\ `` \' \O� \I , \, ', 1' _ _ J TL \ \ \ I k \ ', , __-- \ \ \� \ \ \ , I , 1 , �__- 1" I - '�Y' \ \\ \\ \\ \ II 1' '1 ----'_-1T —" I I ♦ PROP. TRAIL \\ \ \\\ o-\ \I\\ -� `� — N \\ \ \ X %-1.9 17 \\ fico • A*cp<s �� / _X —X mow, -..000,00,••"Nacce.„, CURVE DATA L__ P.I. STA. = 27+38.18 �h DELTA =150°29'47" LT DC = 31°07'36" • • T = 699.07' L = 483.50' R = 184.07' e = 538.82 L A 1 \ \ \` / \� CURVE DATA P.I. STA. = 27+ 14.32 wit. NI -- DELTA = 14°43'43" RT DC = 9°23'54" T = 78.79' L = 156.72' R = 609.64' e = 5.07 N N KI NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). —1.00% P.V.C. STA. 21+00.00 E V.C. = 100.00' EL. 5994.04 K = 33.33 E = 0.38' S.D.D. = 280.00' STA. 21+50.00 EL. 5993.54 22+00.00 EL. 5994.54 c00_ 0 0) 01 inin 0) o� CT)01 in 0 N 6) 01 inin LO. 21+33.33 N. oo rn rn J w INTERSECTION STA. 22+06.88 (SL01) EL. 5994.68 = STA. 34+42.92 (SL04) 2.00% N in In a) 01 LO� .In OI inin a) in 01 inin a) It N O 0 �tO N U') O 0 inID PROP. GRADE EXIST GROUND Iln Pri 0) 0 in10 o-) 0 inID O 0 inCO 0 0 ai a) 0 inID N in 0i 0 0 CDto 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L N C ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: 5H82 ?rid"":1LA:C< AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE (2 OF 4) SHEET NUMBER: CO2.14 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O O (n (n Z CD (7 LTJ 0 0 0 cOO (n z w0_ ~ N (n W Z O LLI J O r Z (0 0 0 f M Q E w LI] w m <00 z I- 11-1 oo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H 0 F E D C B A NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 QX4)/ \ ♦\\ /07 6600 ,, \ iL . qi\\ \• - j; 6600 2 �� �♦ •\ �,'// , j; ♦; :A • • •> • �0l �/\ ' ♦ �' 6600 S j,, \ v;, -C1 SF •/, Ol \ \ 23 „ 6600 • � ('i• \ \ • \ \ \ • \ /, 66 Oj 0 S/ • • • • \\ \ \ \ \ \ \ • • \ • • \ • \ • • \ • •••••• • -'i ♦` ; ♦` \ �, ♦` ♦•As/0 6/5 SF \♦ \ CURVE DATA P.I. STA. = 34+67.36 DELTA = 79°29'31" LT DC = 24°00'34" T = 198.44' L = 331.09' R = 238.64' e = 71.73 CURVE DATA P.I. STA. = 38+32.73 DELTA = 75°57'52" LT DC = 30°58'14" T = 144.45' L = 245.28' R = 185.00' e = 49.71 3g k50 oto 6� ' 1 .I.'I 0 M I' I' I' I' I ' —I i • / ----------, I' I' /' /' \\\ - /ax , \ ,•r— • • L. Lir 25 \\ \ 660 a, Sf • \ // / I 1 / I / / / / 1 1 1 I I '9 J. O. ♦' ' ' [/ ` ; O / / l/ J �` JF • .. ` / / `N5 , , 11 I I I 4+40 A 5'+0(J \/N \ , j ' / N NN N /; / I I • \ • • N / Ii i I II CA) I / �' / 0 ♦ A / '// SF '/ \ \ '/'• \\\ \\ 5\• Of \ \\,\\\ 6s92 5( SF \•` \ \ , \\:\ \\ / , 1 1 , 1 , 1 /07 5 S.F \ / ', ', ` \55 5 \ 1'1 �, L \ r _ — • I I 1 I I I 1 I r— 1 I 1 , I ' I I I S OT S O0 S I I SS_01:__ 7 3 ' 0 r; ): h-- -- _ _ _ _ II SF I I II I I , I 1 I I I II I I I I I I I ALPINE BLUFF STREET I 2.00% 0 0 0 0 10 P.V.C. STA. 30+00.00 V.C. = 100.00' EL. 6010.54 K = 200.00 E = —0.06' S.D.D. = 1379.15' O O 0 0 30+50.00 0 P.V.T. STA 0 co J W 00 r if) 0 r 0 0 ID EL. 6012.29 PROP. GRADE in 0 o r. 06 r€i 0 0 co to 0 s- 0 0 33+00.00 V.C. = 100.00' K = 100.00 E = —0.12' S.D.D. = 714.58' EL. 6015.29 0 cn EL. 6016.04 STA. 34+00.00 EL. 6016.29 0.50% EXIST. GROUND 36+00.00 P.V.C. STA INTERSECTION EL. 6016.24 CO CSi CN 0 0 cri o NI in CV 1- 0 0 o o CV 1- 0 0 (SD 10 V.C. = 100.00' EL. 6017.29 K = 81.97 E = —0.15' S.D.D. = 594.75' 36+40.98 0 co (ID Csi rri N: CV 1- 0 0 0 EL. 6017.54 CV 1- 0 0 EL. 6017.18 —0.72% co 6 t INTERSECTION STA. 39+34.19 (SL01) EL. 6015.49 CV LO 00 00 V CV 1- 0 0 ro CO ID 00 rri tri 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r :4)ff.qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE SHEET NUMBER: CO2.15 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N 0 (n (n Z CD (n w 0 O O (n z w 0_ cnw > rn z J O r O \� Z (0 0 0 f J Mcn Q E w j w m < 0 UJ Z I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H 0 F E D C B A 50 0 50 404. CURVE DATA T = 136.94' L = 263.18' R = 386.10' e = 23.56 CURVE DATA L = 184.32' c,,,\C)\\011: T = 95.90' e = 16.48 47+00 N / (0\e' 481. .00 / -------------- I III • • II 1 I I I \ \\ \\\\ — 11\ 1I 1 \\ 1 ''/;// /7/ II 01 4 \ I \\\\ \: I lit \, • \ /I/ \.( \, \, \\\ \\NJ,/ \ , \\\ \IliI N, ; I \, . . , I , ,_\, 100 SCALE IN FEET VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 /77 /77 /77 I o I NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). —0.72% 0 0 P.V.C. STA. 40+00.00 EL. 6015.02 CN 00 o K = 58.57 E = —0.21' S.D.D. = 439.21' 41+00.00 ro 40+50.00 EL. 6014.66 0 s- 0 o co co 00 qct Prj 0 s- 0 0 14) o 0 CV o 0 CO 10 —2.43% PROP. GRADE co CO if) cd INTERSECTION EL. 6001.67 00 cri tD o 0) o CV CNI P in to K = 89.78 E = 0.14' S.D.D. = 403.30' 46+50.00 E 47+00.00 P EXIST. GROUND c0 CNI 01 0 in to P.V.I. INTERSECTION STA. 17+74.11 (SL01) EL. 5997.30 E 00 Cri in to co oci cp —1.31% CV Ili 05 in to it 0) in to 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 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 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE STREETS PLAN AND PROFILE SHEET NUMBER: CO2.16 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O O 01 U) z U) LTJ 0 0 (13O 01 z L1J a_ cnLTJ z LLI J O >- o�� Z coo J M Q E w LI] wm <00 z I- 11-1 oo _I J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 CURVE DATA P.I. STA. = 52+90.58 DELTA =116°21'35" RT DC = 42°26'29" T = 217.56' L = 274.17' R = 135.00' • e = 121.04 \ \ • \ 53+' Q / ' / rL ` \ ,// /, \ , , 1 / - I , / ,- \ 1 Ii h/ l i �O �0 / ' /l c( l iii / (r), I l —MEM MINIM — i / O / �1 'I \ n (A1),„/// \ / ,� >1 / 00 2g f $S7 ot;Rr / I / ;// /'/ 000 I / , Ii / / ' / /v _, / , /11 / �J I I l , I I 55 J o1' - i 1 I I II I , J` ` l I lII , I / I (/ / /-,i1156+, , IQ / / , I l C^-, --L�L, ,I II I 4f -----j-,_/ Q0, 1 I, ' --LJ • r r l ' ', / r I , air CD woe — / ' / / / / I , /� / // • rn -r IN°I l I / , /�' / `-\/ / �-L L_ l / , JI /,i I / r --, I , I , / I/ l • ZO.c L+OG r / / I , - I- J woo / 1' /1' V 11111, / / ' / \� --r , , , I I , 71-,_ , I l I I , / I , / I l ' / I //I ;, , / , / / / / , I / / t/l / I' ' ' / / / ^� , ' ' ' \..() , / / / / II ,,/ J,\ / / / V �� / , 1 / / , /' /' J\ ' ' / \ /I, ,- ', /0 0 h II, , 59/4' ()Qin 0, LO / 1 / / ' ' I / , I / I / l / / , I l I I // / -1 1_ 'I' / I �1 ! 55. \ 5. 5 -IDE voo P I 5 /ALpiK,-_- / c � ' I / /' /' S 1' ' I /' OO /' / //, Ov lIl , I ' / ,I , I // Ohh /;,/ ' / / o /,, ' I , , , ,r) ////,' ',,(ti,: / , / \ /', / ,I, h //II,/ I ,, I, ---_, / / / \ / , J _ / I / / I r' -r U NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). V 1 .90% cn 1 N 0 O coco P.V.I. & q. INTERSECTION STA. 50+00.00 (SL02) EL. 6015.49 = STA. 39+34.19 (SL01) 0 V' I� t0 0 O cc) t0 L) M n s- 0 co INTERSECTION = STA. 51 +43.48 (SL02) EL. 6018.22 = STA. 19+14.66 (SA01) I� N 41 N 40 400 N O N 0 400 53+00.00 P.V.C. STA a V.C. = 100.00' (31 N O J W 0 O coco K = 117.65 E = -0.11' S.D.D. = 831.85' P.V.I. STA. 53+50.00 EL. 6022. 54+00.00 0 EL. 6022.66 4D di -40 O N 40 100 PROP. GRADE 58+00.00 U 0 V.C. = 100.00' K = 400.00 E = 0.03' S.D.D. = 1506.23' STA. 58+50.00 0 59+00.00 EXIST. GROUND cN ON 40 100 cN N 40 ID N N N to ID 0� N•4: 40 ID 0 Cr) N N to N pr) N10 ID dt 00 N N to 00 m gyri 00 0 O �(0 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design I- C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (1 OF 2) SHEET NUMBER: CO2.17 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O C6 O Cn 01 z CD C LTJ 0 0 (13O U) z L1J a_ cn c N) LTJ z Lu J O >- o�� Z CO 0 J m E w i1; wm <00 z I- 11-1 U U J J L_ a_ IZ PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 10 H G F E D C B A �\ 7 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). — GD GD I- N MATCHLINE .. ..—.. GD UU ..—.. ..—.. vU vv .. .. . . — . . ..—.. • h 60+02 I- O 0 61+001 1 Ocp 00 00 L62+00 .R1:)! , • Co 0 r+ A 63+00 LJ vU ..—.. vU vU ..—.. . . — ■ 64+ S9°35'09"E ALPNE BLUFF SikEET `Th rrr A Oo I Oo I OO / \\\\\`:\ d C�j \\ \\ /// I / -t \ \\ O C \c \\\\\ // \\ \\ \ \I `a \ / / 1JLLI • / 15' w N (0 z V(4- •z• PROP. TRAIL 6060 6060 6050 6040 6030 6020 6010 6000 5990 5980 PROP. GRADE 1.30% rn (00 NO M ino 4cr; 0 O 0 O (0ID(.0 CO O N 0 O (0 62+00.00 P.V.C. STA V.C. = 100.00' K = 48.83 E = —0.26' S.D.D. = 374.51' EL. 6031.94 62+63.48 N r) O LJ P.V.T. STA. 63+00.00 EL. 6032.22 P.V.I. & INTERSECTION STA. 64+54.78 (SL02) EL. 6031.06 = STA. 31+41.20 (SL03) —0.75% 62+50.00 EL. 6032.59 EXIST. GROUND Tr r. in co r --.N O M O0.1 O Tr rn Tr Ln O O I- — (— N N r N H— M N M N M N M N M N M N M 0 00 O 0 O 0 O 0 O 0 O 0 O co (0 co (o (0(0 (0(0 co (0 co (0 (0ID O N. 0 O (.0(0 60+00 61 +00 62+00 63+00 64+00 65+00 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: r :4)ff•qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET STREETS PLAN AND PROFILE (2OF2) SHEET NUMBER: CO2.18 1 2 6 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N 0 O 01 U) z CD /) LTJ 0 O 0 O cn z L1J 0 cn cN) LTJ 7 z LLI J O r Z (0 0 U- Mcn Q E w wwm <00 z I- 11-1 oo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 II _ I 0 0 /, \\ \__1 IL __ __ _ _ 1 L I 7 / I I --- / -- I ►' I /' / • //` � / / . / / ' 1 , 1 1 I, I 11 I I , I , 1 I I I I , I N �\ 'I ; 'Il II 'I 'I M \ � I I I I I 1 I Qj [� �\ V 1 l N 1 �1 J I I I 1 ►-. 221 a % 40 I I 1 1 1 I I --________L \ 1 ' 1 ' 1 I I , I I \ 1 1 ` 1 � 1 ' \ I 1 1 I I I ' I ' 11 6+00� /J ) / / / / / / / / / / / / 27+00 IT L LL 28+00 rn N 0 i\ CURVE DATA P.I. STA. = 29+64.61 DELTA = 62°42'10" LT DC = 31°49'52" T = 109.66' L = 196.99' R = 180.00' e = 30.77 < • • • 0 -- _ -'1 _1,3 / / / , /, / / / / / / / J Qr v • / __,�---- ---N1G ,..„ )// II / / - � 11 \ \ \ Com. / // I I 1 , ` \ \O / / r�O 1 1 1 ', O\ H. ,, I 1 441)....) / // \ (�^,� I I I I, I 1 V\ I I `, I / l \/ c\—..) \_7�J I I i ,, \ \1 ,\ 1 `, / I ' , f / / I I , \ �-- I I 1 J ,1 111 \\\\ I I I11 I 1 —---A-,J - ROAD 2 I CURVE DATA P.I. STA. = 22+06.70 DELTA = 43°35'13" LT DC = 23°52'24" T = 95.96' L = 182.58' R = 240.00' e = 18.47 1••••• \\ ♦\ ♦`,\ \♦ \ \\\ \ \77 • - \ \ \ CURVE DATA P.I. STA. = 25+93.82 DELTA = 12°59'14" RT DC = 7°09'43" T = 91.06' L = 181.34' R = 800.00' e = 5.17 / \\ >\7 /N , • _ ▪ :i— / / / _-i' ♦ A 'Il II ;1 ece i I /' �, / HERON COURT • • s0 ♦ / / / / / / , // / / / / , i / NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). P.V.I. & INTERSECTION STA. 20+00.00 (SL03) EL. 6016.24 = STA. 33+89.93 (SL01) (0 N co to 0 O co M in 0 O c0 to LO M 00 0 O co N) O 0 O CO N it! 0 0 O (01,0 (0 OO 00 N 0 O O to N 0 O (0 to co 0 O CO EXIST. GROUND 26+00.00 cn U 0 INTERSECTION STA. 26+26.77 (5L03) EL. 6029.48 V.C. = 100.00' EL. 6028.95 = STA. 10+00.00 (SA02) K = 85.25 E = —0.15' S.D.D. = 616.57' P.V.I. STA. 27+00.00 0 EL. 6030.48 0.95% INTERSECTION STA. 28+97.07 (SL03) EL. 6032.35 = STA. 15+34.53 (SA02) i n N. In 0 O (0 to 00 00 N tC 0 O (0 N 00 ori N 0 O to 01 00 0 O ID to 00 00 0 O (010 oo rr) O O (.0� 0 O to N O 0 O to N 00 M 1) N 0 O (.0� co en co cNi 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 /I 6060 6050 6040 6030 6020 6010 6000 5990 5980 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 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE SHEET NUMBER: CO2.19 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O O Cn 01 z CD C LTJ 0 0 O O U) z L1J a_ cn re)cn LJ > rn z Lu J O >- Z CO J m E LI] U i1; w m Q 00 z I- 11-1 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 I 2 3 4 5 6 8 9 10 H G F E D C B A N 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). CURVE DATA P.I. STA. = 29+64.61 DELTA = 62°42'10" LT DC = 31°49'52" T = 109.66' L = 196.99' R = 180.00' e = 30.77 v mac.. 4P.H '�, C14- -k -7 RO,qD �•, rn .,.(-T RE '0/ Row' (Ne c916 S "J. S9`35'09"E N80°24'51"E 30 ' 15 6060 6050 6040 6030 6020 6010 6000 5990 5980 / / _ / / / / / / // / PROP. TRAIL - A • _- TRACT AO (OPEN SPACE) 64760 S. F . . I . . I . I . . I . . TRACT CD I (COMMON AREA 41523 SF . . I . I . . cn ccs co N cNM ttOO V.C. = 100.00' K = 39.29 E = —0.32' S.D.D. = 311.08' EL. 6032.85 29+87.14 N O rr) No 0 O J = w STA. 30+00.00 0 STA. EL. 6032.52 NN EXIST. GROUND �\ —1.60% EL. P.V.I. & INTERSECTION STA. 31+41.20 (SL03) EL. 6031.06 = STA. 64+54.78 (SL02) PROP. GRADE 0 N N (00 r, in oN. Ili �N N- 00 0 0 0 0 co O cotO cotO 30+00 31 +00 32+00 0 C) 0 C) 0 0 0 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: niP7 COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HIGH CREEK ROAD STREETS PLAN AND PROFILE (20F2) SHEET NUMBER: CO2.20 1 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N cciO 01 U) z CD U) w 0 O O 01 z L1J 0 cn LTJ >0) z J O r o\� Z co 0 U - J M Q E w wwm <o0 z I- 11-1 oo _J J J L_ 0- 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 / ,< ♦,• • ♦,/ , ♦/ N • • Cii/ /7 Q i/ �j� ♦ /// / cr/1/ • • • • • • ` • • / • • • \\ • • • • • • • • • • • / • / • • • • ONISOOH J18b0d0Ad a�dNIN l�ddiaJdsu S� (�Id 10dd1 d0J 1d1d S 6c0�9 ' SJ NOH N00db0) , , V '-' ( 10dd1 �Id 2 • --- z„--/ , --_� r' / �� Q10►/ 1 / 1 / 1 / I / 2 r T 7T ♦ ` \ N / v.% >N ` ' N. N / .IS 0009 1 101 IS 0009 TS 009 t .IS 0009 Z1 101 • • • � kJ' / / / // / • a•5 0009 g--7/,101 `v;/ /‘<37//;/ `\ J / *IS 1 CCL 9 101 NJ 0 23+9p ♦ A 24+00 1L1 + 2I00 L I L \ J ,,• /' � uL 69 ; ,///' 101 ji;, „ / PZ68 C' 101 —i I ///,' JS -17098 17. 101 / / / I CURVE DATA P.I. STA. = 22+23.49 DELTA = 36°22'13" LT DC = 31°49'52" T = 59.13' L = 114.26' R = 180.00' e = 9.46 —► A r�r ROOkERY S71EET IS NIL 9 101 *I5 SCOL 6 107 •\ \ \\ / / / / I / / / 911,51.1 • 5 BOLL C 101 , ; *� 5 6898 T , / / � 101 , , / / 1 5 C'ZC'8 10 \\\ dSJL,�: / * S 9658 \\\ \\ \; 01 101 / \ 7V 1 ,- \ \ —_x—� / "-- CURVE DATA P.I. STA. = 27+42.35 DELTA = 71°38'28" LT DC = 31°49'52" T = 129.92' L = 225.07' R = 180.00' e = 41.99 N/// 7; N, / PROP. TRAIL NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). P.V.I. & . INTERSECTION STA. 20+00.00 (5L04) EL. 5997.95 L,..„, STA. 15+32.57 (SL01) —1.50% 21+50.00 P.V.C. STA L a V.C. = 100.00' EL. 5995.70 (0 N ori n O N �LC) 0) 0) CS) in K = 200.00 E = 0.06' S.D.D. = 800.00' 22+00.00 EL. 5994.95 P.V.T. STA. 22+50.00 PROP. GRADE O 0 O Nin in EL. 5994.45 —1.00% 24+00.00 P.V.C. STA EL. 5992.95 t V.C. = 100.00' K = 80.00 E = —0.16' S.D.D. = 581.66' i U) a) 01 01 CS) in in M K) O N inin 01 CV 0) in in . STA. 24+50.00 EL. 5992.45 I� N 0) CS) in 25+00.00 2 P.V.T. STA N in J w u M N • 0) OY 0)) if) if') =2.25% P.V.C. STA. 25+75.00 V.C. = 150.00' EL. 5989.64 K = 45.47 E = 0.62' S.D.D. = 288.84' STA. 26+50.00 EL. 5987.95 27+25.00 P.V.T. STA EL. 5988.74 0 CO CN1 0) 0) in in co co cn in in 26+77.30 oo o co co ch in in in 0 co ao in in EXIST. GROUND 00 00 in II) in o o 00 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ROOKERY STREET STREETS PLAN AND PROFILE SHEET NUMBER: CO2.21 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O C6 O Cn 01 z CD C LTJ 0 0 O O U) z L1J a_ cn c N) LTJ z Lu J O >- Z CO J m E w i1; w m <00 z I- 11-1 00 _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). r N • N N. • . N MATCHLINE STA. 29+50 L — II 7,11 it r • • • 1 I_ \ \ \ qb \ \ \ `, _ \' / \ \ \ / / , \' / \ /, \\ \� //, \, ' /,, e , y \�, R,0 S P��� PR ,'i , ,// PROP. TRAIL • N • • • N .N 4. /// \ // / -00 ' PREPS \`\ \\\\\ // J / • 7 0,./\265 S' • --__ ,/ JI /l �A 34+OOI I; l.il g i I /-1-1-1 I; Q I; Q Lt IOi W 10 11 Ce 0 11 J \1 33+00 N N N CURVE DATA P.I. STA. = 31+60.94 DELTA = 89°34'37" LT DC = 31°49'52" T = 178.68' L = 281.41' R = 180.00' e = 73.62 N 'N N N L _ 1 ROOKERY STREET -►A AR�N 5P F F . / \0\4\g 5 6040 6040 6030 6020 6010 6000 5990 5980 5970 5960 PROP. GRADE 1 .05% in m 0 '- (N0 0'- 0) tr 0) 01 01 01 01 in� in 0 in in 31 +00.00 cn U a V.C. = 100.00' K = 184.41 E = —0.07' S.D.D. = 1275.57' EL. 5992.67 0 31+50.00 cn n' 32+00.00 EL. 5993.45 P.V.I. & INTERSECTION STA. 34+42.92 (SL04) EL. 5994.68 = STA. 22+06.88 (SL01) 0.51% EL. 5993.20 t0 to .- N It co co0) in 0 in in in 0 EXIST. GROUND rr O coo i co i mt N 30+00 31 +00 32+00 33+00 34+00 35+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ROOKERY STREET STREETS PLAN AND PROFILE (2OF2) SHEET NUMBER: CO2.22 2 4 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N O (n U) z CD U) LTJ 0 O 0 O () z L1J 0_ Cn LTJ >0) z Lu O r Z (0 0 U — J M Q E w ; w m <00 z I- I - woo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H 0 F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 / / P�\ PO\��\ 12k00 N P'°\c) S Q\,P� 0 / /• r\91,•• I 1 I I 1 I I1 ' 1 I I I I \1 1 , I- 00 1 I 1 I 1 I 1 I I \ I I I I I I I I I I I 1 I �I I I I \„.„,..., II �1 1 I i 1' II t 1 I I ,000 S' .I I 1116—}0011 I I I ' 111 I; I \ 1 �- , II I 1 11 , 11 I \ �� 1 II I I ...... �= 1 �� 1 I I I I 1 _ _ - _ — — `` 1 1 --T- — Li / / // / //, / \\ r' \\ /' /// S65°46'40_E I I I I I PROP. TRAIL / / I I / ' / / —75711-\\'‘'I\ - — — -' OVR� \''1 I II I -ORE C 11 �11 , \, II 11 I b '\ I ..... \II N I \-:C\ 1 11 �0� \ 1 \ \, n II II II 1- I I I I 1 }\� 1 1 1 \ �\/ \ '\ 11 � 'I 1\ II I I ~ \ 1 ``\\ 1 ' 1 1 l i d \ \ 1 1 1 I I I I I I \ \ \\ \ 1 1 I I I I 1 1 I \\ \\ _1 I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I 1 0 O Ifl // / , / / / // � / / / / /// / , / / / . / / / / 1 1 1 1 1 1 1 1 1 I\ /\ / 1 \ 1 // 1 1 1 1 1 1 11 ` • C' xO N I I 1,�• \ `‘`\ I 1 '% v- I / I /1 I /1 \ \ \ CV 1 1 / �.. , I \,O\ C C i / rr I i / / by 065 / / / '/ / 1 �X 11 \ \ \ W \ \ \ y- Y ��J I 1 I 1 I 1 / / / II1 i I II / / ..e..\ / / ` ` J / / I \ / I ' ..... --- ---_ 1 I \ \ VV 1 / / • '-- / \�\ ' `V'Gy , r '\ \V/•i' / / 1` { 1'\ I\ 11' v� 6 I l I \ i �, — \ UJ uiiii `\\ 5g 6 ;,; ;/, �� I I ///,/ / / / // \ \\ 0 \ \ \I\ \ 0 C -D • ‘I III I, I \ // ' / /yr , \\\ \ \\\ \\\. \ \\\. L4 I 1\O •\\:1", l,lU, \\� I ,_ / / / _ \ _ /' /�I V'�zv� 5/ / /,' CURVE DATA P.I. STA. = 11+40.00 DELTA = 90°00'00" RT DC = 63°39'43" T = 90.00' L = 141.37' R = 90.00' e = 37.28 CURVE DATA P.I. STA. = 14+20.51 DELTA = 13°53'28" RT DC = 6°21'58" T = 109.64' L = 218.20' R = 900.00' e = 6.65 1 1 1 1 1 1 1 1 1 \\\6:\°67, ;D\ "4-� / / / / / / / • / / / \ /11% CURVE DATA P.I. STA. = 17+55.57 DELTA = 59°46'11" RT DC = 32°44'26" T = 100.57' L = 182.56' R = 1 75.00' e = 26.84 NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). P.V.I. & INTERSECTION STA. 10+00.00 (SA01) CI 60n 1 67 / = STA. 45+85.33 (SL01) -75% o O rn O in t00 N O O co t00 O r- 0 O (0 t00 O O 0 O N N 0 O J W P.V.C. STA. V.C. = 100.00' K = 48.72 E = 0.26' S.D.D. = 1000.08' 12+50.00 U) 0 EL. 6003.54 0 4 00 CO 10 13+00.00 P.V.T. STA EL. 6004.95 tO PROP. GRADE cci o tO r. tO P.V.C. STA. V.C. = 100.00' EL. 6014.76 K = 54.31 E = -0.23' S.D.D. = 410.91' P.V.T. STA. EXIST. GROUND cri CO 10 CN o o CO ID 0 1- 0 0 CD ID N: lei 0 1- 0 0 tD 0 0 EL. 6016. tri CO ID co CN 1- 0 0 0.96% INTERSECTION / '.-STA. 19 +14.66 (SA01) / EL. 6018.22 CV CN 1— o co to CN 1- 0 0 CD 10 co co 0 Q6 03 CN 1- 0 0 CO ID 3 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1lLogistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ORE COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.23 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSROADS.DWG N cci0 01 z CD U) LTJ 0 O 0 U) z L1J 0_ LJ > rn z LLI J O r Z coo 0 - J cn Q E w wwm <00 z I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' NOTE: FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). 6070 6060 6050 6040 6030 6020 6010 6000 5990 1 1 , 1 I 1 1 1 1 1 I I I ; HIGH CREEK ROAD ,' - - ,0 I P.C. 10+53.76 6C k I 1 k \ O \\\ `NN XOo \ • �- -• / • • \• • _- • • • / 3+00 /I I 0 I tik // / • • - - i ,x,1♦ II Il I 'I ' , // of*. ir, , , - C��IV , / / , j,`-) , c„ • /A,/ p COURT Q,) /, / , I I �t I' — — — CURVE DATA P.I. STA. = N.A. DELTA = 193°18'38" LT DC = 41°30'56" T = N.A. L = 465.63' R = 138.01' e = N.A. ogolo P.V.I. & INTERSECTION STA. 10+00.00 (5A02) EL. 6029.48 = STA. 26+26.77 (SL03) EXIST. GROUND 0.54% rn N. N N (D tO PROP. GRADE N)0 N M (0 OO 0-)N r') M (9 COO P.V.I. & INTERSECTION STA. 15+34.53 (SA02) EL. 6032.35 = STA. 28+97.07 (SL03) N- 00 � M (0 OO N) 0 O �tO 0 O (9ID N 10 10+00 11+00 12+00 13+00 14+00 15+00 16+00 6070 6060 6050 6040 6030 6020 6010 6000 5990 OWNER/DEVELOPER: r ,ir% COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1111 Logistics 1 Planning 1 Design L d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HERON COURT STREETS PLAN AND PROFILE SHEET NUMBER: CO2.24 2 3 4 5 6 8 9 10 c3 0 0 0 z 0 z J IZ I rl W 0_ 01 W W z J 0_ 0 U Z 0 W a (3 Z W W Z_ CD Z W J a_ J W a- N 0 (/) N O z 0 W 0 O O O O 01 Z W 0_ u N W , > ao Z Lu O r O \� Z co 0 0 - J (I) Q E W 6 L. w m Q 0 Z I— I— W O O _J J J 10 I I 1 I I I 1 I 1 I I I 1 1 I I I ; I 1----T--/G 0 1 20 — GO I MORAINE _COURT_ __________ - ------------- I I I I I I '1 1 I \ I I I I \ I \ I 1 1 I 1 \ I 1 1 I \ 1 I \ 1 1 \ I 111 1 i i • i �• i i i i i • ♦ ♦ i i ♦ ♦ • i • i� �-I i • i i I I I 1 1 I it L — _ — GO GO 1 1`\ 111 11 11 1 • \ • \ \ • \ • \ ROUNDABOUT DESIGN CONSIDERATIONS CRITERIA ENTRY ROUNDABOUT NEIGHBORHOOD ROUNDABOUT DESIGN CAPACITY (ADT) 20,000 3,000 DESIGN SPEED 25 20 PEAK HOUR CAPACITY 1,500 N/A DIAMETER 124 46 CIRCULATING LANE WIDTH 14 12 TRUCK APRON WIDTH 10 N/A APPROACH LANE WIDTH 12 12 SURFACE ASPHALT ASPHALT 2' LANE TYP. 14' CIRCULATING LANE co eE / / / / / / / / / ' / / / / / / / / / /�4///// / O/ / #• -yr / / / 00 00 / / / / / / / / , / / / / / / II • • 7/ • • • 40. • • / 10:1 TAPER 65' 10:1 TAPER F•111. MEMO REFUGE (TYP.) PEDESTRIAN RNER EDGE DRIVE 20 40 SCALE IN FEET 18" MOUNTABLE CURB 10' TRUCK APRON • • • • -7- R=1' TYP. / / - -7 / R=6' TYP • • • PLAN Z. • • • • • /0' .4;1 — NOTES: 1 SIGNING AND STRIPING PER MUTCD. OWNER/DEVELOPER: • 1V 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 KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ROUNDABOUT LAYOUT SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -TYPICALSECTIONS.DWG N 0 01 () z C w 0 O 0 01 z w w C7) z O Lu J O r o �� Z coo J M cn Q E LI] U o w w m < .<1- 0 z woo LT_ 0_ 11 PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 8 9 10 H G F E D C B A 5.00' EASEMENT 56.00' - ROW 5.00' EASEMENT 5.00' SIDEWALK 5.00' 8.00' 10.00' 10.00' 8.00' 5.00' 5.00' SIDEWALK 1 .50' 2% 111111111111111111111111111111111111111 I I III �;li(�,ul,i;lil; III,,III`IIIi11111111111111 L0 0 ° ° n DRY UTILITY -1j1`! TRENCH TYP. ALTERNATE LOCATION WHEN ROAD CAN NOT ACCOMMODATE GAS BURY DEPTH TO BE DETERMINED BY GAS COMPANY TYP. 2% 2% 1.50' CURB (Sc GUTTER TYP. Lu <1- SANITARY ~ SANITARY GAS ° SEWER O 5.00' MIN. STORM -0 SEWER 10.00' MIN. POTABLE ()WATER 10.00' MIN. TYPICAL SECTION A -A (LOCAL STREET) 69.50' - ROW In `ii1=In=iiE- 11111 1 I I-1 I I_I I I-1 2% nnnnmmmmmmmmnnl 1 1 1 ° ° I z L° o °J 'n RAW OWATE R NOTE: FOR SEGMENTS CROSSING HAZARD ZONE 1, FOUNDATION SOIL WILL BE MITIGATED PER HAZARD MITIGATION PLAN. 6.00' ROADSIDE DITCH 4.00' PAVED SHOULDER 12.00' 12.00' RAISED MEDIAN 12.00' 4.00' PAVED SHOULDER 12.00' 6.00' ROADSIDE DITCH 4% 2% 2% 4% 11111111111111111111 II I I 5.00' EASEMENT TYPICAL SECTION C -C (HIGHWAY 82 INTERSECTION) -7 I II 11 - OZ 5.00' SIDEWALK. 2% 5.00' 111111111111111111111111111111111111111 12.00' 1 .50' --21E11 1 I I -I I � 1 -III. i:. - L..III_,III-_ 1II- RAW ()WATER • 53.00' - ROW 6.00' RAISED MEDIAN • 5.00' EASEMENT 12.00' 11i 1 .50' 5.00' 5.00' SIDEWALK Lu �>- >~ STORM SEWER O 10.00' MIN. POTABLE ()WATER TYPICAL SECTION D -D (ENTRY STREET) VARIES - EXIST. CDOT ROW 2% 111111111111111111111111111111111111111 III Iu X111-111111, ,111=„ .11 '" 111 111=III=111= 111 III=1 1 ° ° 1 Le 0 =III- 111_111_1 1_11 DRY UTILITY TRENCH TYP. 4.00' PAVED SHOULDER 12.00' PROP. LANE 12.00' EXIST. LANE 12.00' EXIST. LANE VARIES PROP. MEDIAN 12.00' PROP. LANE VARIES EXIST. LANE VARIES EXIST. LANE 4% 1 2% 1 1 Ji Ali Ali Ali � Ali Ji Ali -1I 1=1 11=1I 1=1 11 11- -� 111-111-111- :111-I I I -111E .I -III -III II1; ' rlEITIEITTE= i i=111-11 ' -7-111=111E111=1"- TYPICAL 111-III-II1-1" TYPICAL SECTION G -G (SH82 WIDENING. LOOKING NORTH BOUND) 2% 1 1 NOTE: FINAL SECTION WILL BE DETERMINED IN COORDINATION WITH CDOT AND AS REQUIRED BY APPROVED ACCESS PERMIT. J 5.00' EASEMENT 24.00' - ROW 5.00' EASEMENT 12.00' 12.00' iii-iiliiY= l "=.111=111-1 "-'1I L° ° °J 2% WPM WAN rtf, L4kWNXN 5.00' MIN. 2% SANITARY 0 SEWER 10.00' MIN. TYPICAL SECTION B -B (ALLEY STREET) 8.00' EASEMENT 4.00' TRAIL \I/ \I/.I/ \I/ '.1111-"�=111=Tr. -111-111-1I I -I ii�i11IIIYI111I11IIII11111111"., TYPICAL SECTION E - E (FOOT TRAIL) NOTE: FOR SEGMENTS CROSSING HAZARD ZONE 1, FOUNDATION SOIL WILL BE MITIGATED PER HAZARD MITIGATION PLAN. 12.00' 6.00' 6.00' N. NNW Air Ardr I I-1 k I=111=1, . =III= - 1I111111E111='' TYPICAL SECTION F -F (RFTA TRAIL) .-iil iil1iil iil1iiV=11i1 . - 11=111=11=111-11=11= -iu-111=11=11=11=11=111 -1 I 1=1 11=111-111111-1 I 1=11"- POTABLE pWATER STREET DESIGN CONSIDERATIONS CRITERIA ENTRY ROAD LOCAL ALLEY OR COURT GARDEN HOME ACCESS EMERGENCY VEHICLE ACCESS (EVA) DESIGN CAPACITY (ADT) 8,000 3,000 <500 <500 N/A DESIGN SPEED 25 20 N/A N/A N/A POSTED SPEED 25 25 N/A N/A N/A PAVEMENT WIDTH (LANES) 24 (2) 36 (2) 24 (2) 20 (2) 20 MIN. HORIZONTAL RADIUS 185 80 50 50 N/A MAX. GRADE 8 8 N/A N/A N/A CROSS SLOPE 2 2 2 N/A N/A SURFACE ASPHALT ASPHALT ASPHALT ASPHALT ASPHALT OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: I- d C co ca Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREET & TRAIL TYPICAL SECTIONS SHEET NUMBER: C04.01 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSRFTAUNDERPASS.DWG N O 0 01 U) z CD w 0 0 O 0 01 z w 0_ CT) w >00 z LLI J 0 r o\� Z (0 0 0 — Q w U wwm < 0 0 z I— I- 11-1 00 J J J CL CL PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 7 10 A • - CO 00 00 — 00 • • / 4./ V/ j 5 / % EXIST. BIKE PATH TO REMAIN - - 6060 6050 6040 6030 6020 6010 6000 5990 5980 5970 EXIST. BRIDGE TO REMAIN 'Ussmssm .. am ft 10+00 .. N N9°35'09 "W U . 00 00 .. rn N 0 .. .. 1.0 z w �w X < W w 00 00 Z (P / V 7 / o1 - `n w EXIST. PIPED GLENWOOD DITCH �/ j - X110 OG OG OG OG 00 G D.. % ww V N V cG - U. - - -- 0 — .. PROP. STORM SEWER I J oo PROP. RELOCATED RFTA TRAIL PROP. RETAINING WALL SIGNAGE AND CURVE DATA BARRICADES AS P.I. STA. = 10+54.32 REQUIRED DELTA = 14°05'20" LT DC = 28°38'52" T = 24.71' L = 49.18' R = 200.00' -e-. = 1.52 .. .. NOTES: 1. FINAL DESIGN WILL BE DEVELOPED IN COORDINATION WITH RFTA PER REQUIREMENTS OF EXISTING AGREEMENTS/EASEMENTS. SPECIFIC ACTIONS ASSOCIATED WITH THIS RELOCATION ARE DESCRIBED IN THE RECLAMATION PLAN AND REPORT. 2. FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). . . .. . . EXIST. BIKE TRAIL TO BE REMOVED Lu NI NI .. U PLAN CURVE DATA P.I. STA. = 12+16.08 DELTA = 10°58'25" RT DC = 28°38'52" T = 19.21' L = 38.30' R = 200.00' e = 0.92 U . -- . • — — 6020 — — .. .. -- -- .. CURVE DATA — _ P.I. STA. = 14+28.82 DELTA = 6°56'47" LT DC = 2°01'41" T = 171.46' L = 342.50' R = 2825.00' e = 5.20 . . .. -- .. -- Lc` - I- I 20 0 EXIST. BRIDGE TO REMAIN / / / / / P.V.I. STA. 10+00.00 J EL. 6025.50 -3.50% O O P.V.C. STA. V.C. = 50.00' EL. 6024.28 K = 27.18 E = -0.11' S.D.D. = 386.24' 10+60.00 EL. 6023.40 10+85.00 EL. 6022.06 PROP. GRADE EXIST. GROUND 5.34% V.C. = 50.00' P.V.C. STA EL. 6008. K = 7.31 E = 0.43' S.D.D. = 72.85' P.V.I. ' STA. 13+70.00 EL. 606.83 20 2 40 SCALE IN FEET HORZ: 1 "= 20' VERT: 1"= 10' 6060 6050 6040 0 O Lri rn + N) Q N 6030 cn > 0 6020 EL. 13+84.04 O J EL. 6007.12 10+00 10+50 11+00 11+50 12+00 12+50 PROFILE 13+00 13+50 6010 6000 5990 5980 5970 14+00 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RFTA TRAIL UNDERPASS PLAN & PROFILE (1 OF 2) SHEET NUMBER: C05.01 1 2 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSRFTAUNDERPASS.DWG N O 0 0 (n (n z CD w 0 0 0 O (n z w 0 (n w . L >00 z LLI J 0 r Z 0 0 o — Q w U wwm < 0 0 z I— I— woo _J J J LT_ a_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 3 4 5 6 7 8 9 10 A i 6060 6050 6040 6030 • / PROP. WATERLINE L ------------ PROP. RELOCATED RFTA TRAIL PROP. RETAINING WALL N 19°38'52"W CL W o� di Luz w (n ▪ W W W 1 . . . . - . . . . - . • cv go V I 0 CURVE DATA P.I. STA. = 14+28.82 DELTA = 6°56'47" LT DC = 2°01'41" T = 171.46' L = 342.50' R = 2825.00' e = 5.20 T In EXIST. R.C.P. in — In EXIST. BIKE TRAIL TO BE REMOVED In in In PLAN In — CURVE DATA P.I. STA. = 17+29.48 DELTA = 17°44'32" RT DC = 28°38'52" T = 31.22' L = 61.93' R = 200.00' e = 2.42 1— — in SIGNAGE AND BARRICADES AS REQUIRED • _L . . N N 03 + co . . . . . . OWNER/DEVELOPER: . . EXIST. BIKE PATH TO REMAIN -\ 19+00 I—-0 N 19°38'52"W CURVE DATA P.I. STA. = 18+52.04 DELTA = 17°44'32" LT DC = 28°38'52" T = 31.22' L = 61.93' R = 200.00' e = 2.42 20 0 20 40 SCALE IN FEET HORZ: 1 "= 20' VERT: 1"= 10' PROP. EASEMENT PROP. ROW PROP. EOP PROP. EASEMENT 6020 [7 6010 6000 5990 5980 5970 4' MIN FILL 10' CLR. 1.50% LIMITS OF PROP. UNDERPASS STRUCTURE PROP. WATERLINE V.C. = 50.00' P.V.C. STA. EL. 6008. K = 12.64 E = 0.25' S.D.D. = 135.49' O 0 0 N + =60 (n 0 O rn 0 O 0 J w 0 O + (n > 0 �- - EL. 6010.45 EXIST. GROUND -\ 5.46% P.V.C. STA. V.C. = 50.00' EL. 6024.09 K = 1 1 .41 E = -0.27' S.D.D. = 176.63' PROP. GRADE P.V.I. STA. 18+20.00 EL. 6025.45 O 0 LO 03 P.V.T. STA. EL. 6025.72 1 .07% 0 0 co co EL. 6026. 14+00 14+50 15+00 15+50 16+00 16+50 PROFILE 17+00 17+50 18+00 18+50 19+00 COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 . . 6060 6050 6040 6030 6020 6010 6000 5990 5980 5970 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I esign L d C 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RFTA TRAIL UNDERPASS PLAN & PROFILE (2OF2) SHEET NUMBER: C05.02 2 3 4 5 6 7 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-SITEACCESS.DWG N O O (n U) Z CD (7 w 0 0 O O (n z w a_ (n Lu > a0 z Lu O r O Z co 0 J m Q E LI] Lil w m 5 Iz I- I - woo PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 I II I 0 SH82 • • I \ II I ■ 'II # - N.B. V j 300' S.B. ST SEE ENLARGEMENT PLAN BELOW FOR ADDITIONAL DETAILS STORAGE G i 485- - - LEFT DECEL ---1.44'-J TAPER I I I I I • PROP. SH82 WIDENING AND MEDIAN WORK (CONSTRUCTED TO CDOT STANDARDS) _x_ _ = x= 4 A - 120 t801 TAPER - rn Z 0- frk LL � • • • - 620' RIGHT DECEL 0 120 240 SCALE IN FEET • • - 1 III II 111 II a ■ 100; ,STORAX ii�I w II o'I LLJI 0I 0 II I w w x 0 . -- —1--_-_-_-_:= ------1 �=_— -� ♦ // 1 ♦ ♦//1 ♦/ ♦ I • / 1 ♦ / ' y --\\ ,y/ /// / \ \ • / ///\\\ / .%,' ♦ / •//// \\ \\\\\\\\`, GP ♦/ 1700' I _ - - RIGHT ACCEL --_------__ . • _ .. �-7 • " I I 1 0 SITE ACCESS PLAN SCALE: 1"= 120' --T T -7 - . �1 I _ II I---- 1X1711_ I I 1 1 �i/ 1 1 III III I \ III III 11111 I I I I I I I I I' •.v Ti I I I'I III It; I II J _____T 0 0 II II II � I I 111 III III I 111 III 1�J.1�� 1� II1I I W.. �I I I 1 1 I I I I L---- I----1 0-0 -------------- T I I I I I III III � III 111 I I III �I� I I I J JI 11E._0001MINE--0-0 •-. X�X� X r-. ----------------------- I 1 I I I I I it I -r�-----rT- "1---- I I I II I I I I I I I III II II III III II I I I I I I I \_\ I 111 1 I 1 I I I I I - - - i --. OWNER/DEVELOPER: E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 _ — --- NN Ili 1 1 I I I I 1 I III III � I I L1_ ----L ;I; 111 11 III lil I i1I 'I i'I iii �I'1 III I I III III 111 I I III III I I I I I I I I 1 1 1 1 I I I I I I 1 1 1 1 I I I I _____L1_- —L1 L1 ----- 11_ _L1 -_ ___ N.B. SH82 S.B. 0) 12' LANE 12' LANE 24' MEDIAN 12' LANE 12' LANE 12' LANE - � / ST +•• 4••• ST 51 \ 12' LANE 12' LANE 12' LANE 12' LANE 24' MEDIAN 12' LANE 12' LANE 12' LANE 4' SHOULDER UUUUUUUUUUUUUUUUUUUUU APPROXIMATELY 54' RIVER EDGE DRIVE w 0 J 0 (n w z J N z 0 w w z J N w z J N ENLARGEMENT PLAN SCALE: 1 "=20' SHOULDER 12' LANE SHOULDER .. — . . 20 APPROXIMATELY 51' . . . . 0 20 . . 40 SCALE IN FEET . . I ---- i ___� NOTE: 1. THE INTERSECTION IMPROVEMENTS PRESENTED REPRESENT A PRELIMINARY CONCEPT FOR SITE ACCESS. 2. PER DISCUSSIONS WITH CDOT, THE PROCESS FOR GAINING FINAL ACCESS APPROVALS IS THREEFOLD: • PREPARE TRAFFIC ASSESSMENT PER GARFIELD COUNTY • PREPARE CONCEPTS OF NEAR AND LONG TERM INTERSECTION IMPROVEMENTS TO FACILITATE BROADER DISCUSSIONS WITH OTHER AGENCIES AND AFFECTED LAND OWNERS. • PREPARE LEVEL III TRAFFIC IMPACT REPORT AND ASSOCIATED DOCUMENTATION TO SUPPORT FINAL ACCESS PERMIT APPROVAL. 3. FOR STREET & TRAIL TYPICAL SECTIONS, SEE (C04 SERIES). CIVIL ENGINEER/PLANNER: L d C 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SITE ACCESS PLAN CDOT SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSSTREETTRAIL.DWG N 0 01 Cf) a z CD U) Lei 0 0 cO 0 U) z L1i m ~ N > 00 z Lu o r Z coo U f J Q E w LI] Lii m z P— P— w U U PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 8 9 10 H G F E D C B A „ 42 1Y2„ N 18" 14" 16" 2–#3 REBAR (BOTH SIDES) 30" N 18" 10" 8" 18" TYPICAL CURB AND GUTTER DETAILS W BY DESIGN 6" MIN — 3'2" EXP JOINT 6" TYP. SECTION B -B SIDEWALK �B VARIES 00 18;' L L SIDEWALK 1" X 3/4" STEEL SUPPORT BARS WELDED TO BOTTOM OF 3/8" STEEL FLOOR PLATE. (1" DIMENSION TO BE VERTICAL) 8" (VARIES IF FLOW FROM GUTTER) SUBRADE COMPACTED TO MIN 95% ASTM D-698 = 2% OR 90% ASTM D-1557 = 2% SECTION C -C EXTEND CHASE REBAR 18" INTO CUT–OFF WALL AS SHOWN B L L__ SUPPORT BARS PLAN VIEW Wm - N N 6" –EXTEND UPPER BAR 18" INTO CURB HEAD. EXTEND LOWER BARS 18" INTO GUTTER SECTION. 1" RADIUS FACE OF CURB OUTLET TREATMENT SUBJECT TO DETAIL DESIGN. L BY DESIGN 2% 5'-0" EXPANSION JOINT MATERIAL REQUIRED. IF CONCRETE DRIVE IS USE BEHIND CURB CUT. CROSS SECTION CURB CUT WIDTH 5'-0" FRONT VIEW TYPICAL DRIVEWAY CUT DETAIL SLOPE VARIES NON–SLIP RAISED PATTERN 3/8" STEEL SECTION A -A FLOW FROM GUTTER NON–SLIP RAISED PATTERN 3/8" STEEL 2% 1" " VERT. C&G CUT–OFF WALL MAY BE DELETED IF UPSTREAM OR DOWN–STREAM AREA IS HARD SURFACED CUT–OFF WALL CAST AGAINST UNDISTURBED EARTH. TYPICAL CURB OPENING WITH DRAINAGE CHASE SECTION A -A FLOW TO GUTTER MATCH FINISHED -1 GRADE SLOPE FINISH APRON 2% MIN GRADE 16" 520–C-2500 CONCRETE LEYEL Ft PER PLAN NOTE: MAINTAIN FLOW TO UNDERGROUND PIPES CURB RADIUS 6" VARIES 11110, 2'-6" ,i� as 2 A TO CROWN OF STREET OR 20', WHICHEVER IS LESS 20'– 0" PLAN VIEW W SAW CUT OR COLD JOINT (TYP) 20'– 0" HBP 00 ABC NOTES M SECTION A–A co CONCRETE 1. W – WIDTH SALL BE 6' FOR LOCAL, 8' FOR COLLECTORS, AND 10' FOR ARTERIAL ROADS. 2. T – SQUARED–OFF RETURN TO BE POURED MONOLITHIC 8" PCC OR 9" FOR COLLECTORS MINIMUM WITH 6x6 – 4.4 W.W.F. OR #4 @ 18 E.W. 2. I I = 3" MINIMUM ASPHALT DEPTH (2 LIFTS). 3. DESIGN TO SPECIFY ELEVATIONS AT PI AND PCR TYPICAL CROSS PAN LAYOUT DETAIL 3 2' 4" B AMMICNINIMMEORNEWMOMI- 2% MIN -- U 30' BEVEL SECTION B PROVIDE POSITIVE DRAINAGE TO CONCRETE INLET APRON (TYP.) STANDARD ,; w z J GUTTER w z J .4 3" 4" THICK CONCRETE INLET APRON W/ 6" DEEP 4" WIDE CUTOFF WALL AROUND PERIMETER. APRON & CUTOFF WALL REINFORCED W/ 1 1/2"x1 1/2" 17 GAGE STUCCO NETTING 2" MIN (TYP) (TYP i-2" MIN (TYP) SECTION B -B PLAN (4) 4" SCH-80 PVC PIPES (CONTINUOUS LENGTHS) w z J C GUTTER PIPE TO BE FINISHED FLUSH W/ CURB FACE TYPE G CURB & GUTTER 520–C-2500 CONCRETE SECTION C -C TYPICAL SIDEWALK UNDERDRAIN WITH CURB OUTLET DETAIL OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. Logistics I Planning I Design In d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREET AND TRAIL DETAILS (1 OF 2) SHEET NUMBER: C07.01 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSSTREETTRAIL.DWG N cci0 Ui U) z CD w 0 O 0 Ui z w 0_ ~ N (n w Z 00 Lu o /- n o Z co 0 0 f J M o- w _� wwm z I- 11-1 oo J J L_ 0_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A NOTES: 1. SEALANT AND BACKER ROD SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATIONS. 2. CONTRACTION JOINTS SHALL BE AT EVERY 6' TO 10' O.C. 1/8" ELASTOMERIC SEALANT RECESSED IN JOINT o 4 4 4 a 4 4 4a a 4 INDUCED CRACK TYPICAL CONCRETE CONTRACTION JOINT DETAIL SCALE: NTS 1/2" PREFORMED JOINT FILLER 4 4 a a 4 a 1/2" ELASTOMERIC SEALANT RECESSED IN JOINT 4 a 4 44 4 a 4 a 4 4 a a a 4 4 a a 4 4 a 4 a 4 a 4 4 4 a 4 a 4 a a 4 O 4 a 4 42!" 4 a 4 a ovovCDU ovCDU o GRAVEL SUBBASE (PER CDOT 703.07) TYPICAL CONCRETE EXPANSION JOINT DETAIL SCALE: NTS 5' (min.) Detached Sidewalk ♦ 0 • Level landing area \>c\e•i i 5' (min.) Detached Sidewalk Truncated Domes #4 @ 12" O.C. BOTH DIRECTIONS PROP. CONCRETE a a a 3" MIN. CLR. z ��•�•�• 3$ '•�• '•�•'•�•'•�• '•—• '•-1 :v •// GRAVEL SUBBASE '` (PER CDOT 703.07) TYPICAL CONCRETE DRIVEWAY PAVEMENT DETAIL SCALE: NTS ate. 9Gr, a,› • s�ro TYPICAL CURB RAMP DETAIL SCALE: NTS AA_ SECTION A -A W W/2 W/2 ti z EXST SUBGRADE CONCRETE REINFORCEMENT PER TYPICAL DRIVEWAY PAVEMENT DETAIL �A PLAN VIEW TYPICAL CONCRETE CROSSPAN DETAIL SCALE: NTS Y2" EXPANSION JOINT (TYP.) ROW WIDTH 0 0_ 5' SIDEWALK 5' TREELAWN 1 .5' CURB — & GUTTER 5, ' 6" WIDE X VARIABLE HEIGHT (0" TO 8") MONOLITHIC CURB RAMP SCORING (TYP.) BASED ON LATEST ADA kiiii%444:4E.ZEMENTS 41%11%111\4444vir 5' 5' SIDEWALK SLOPE: 2% �L HL 8" 16' „ Y2" MAX MATCH FLOWLINE OF GUTTER 12:1 MAX. SECTION A—A 5' 12:1 MAX. FLOWLINE OF GUTTER SECTION B—B TYPICAL PARALLEL RAMP DETAIL SCALE: NTS PROP. CONCRETE CONTRACTION JOINT SPA. @ 5' MAX. N STREET WIDTH a 0 0_ PROP. ALLEY/DRIVEWAY APRON PER STANDARD DETAIL TYP. ALIGN PROP. CURB RAMP PERPENDICULAR TO ADJACENT PROP. CURB RAMPS, TYP. PROP. CURB RAMP PER STANDARD DETAIL TYP. TYPICAL INTERSECTION CURB RAMP LAYOUT PLAN SCALE: NTS 4" THICK SIDEWALK PROPERTY OR EASEMENT LINE DRIVEWAY EDGE CONSTRUCTIO OR TOOL JOINT 444* • • Y2" THICK EXPANSION JOINT FULL WIDTH OF DRIVEWAY 5 A TOOLS JOINT SPACING ALLEY/DRIVEWAY WIDTH 10' 20' 24' A 6' 10' 8' B 5' 5' 4' 6" • ♦ PRIVATE DRIVEWAY —1/2" NOTES 1. PROVIDE CENTERLINE CONSTRUCTION OR TOOL JOINT WHEN DRIVEWAY WIDTH (EDGE TO EDGE) IS 14' OR GREATER. 2. ALL TOOL JOINTS SHALL BE A MINIMUM OF 1—Y DEEP. 3. FLARED PORTION OF DRIVEWAY SHALL BE POURED MONOLITHIC WITH MAIN RECTANGULAR PORTION OF DRIVEWAY. CURB AND GUTTER SHALL NOT BE POURED MONOLITHIC WITH DRIVEWAY TYPICAL ALLEY/DRIVEWAY APRON WITH DETACHED SIDEWALK DETAIL SCALE: NTS OWNER/DEVELOPER: r COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 L d C co ca Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: STREET AND TRAIL DETAILS (20F2) SHEET NUMBER: C07.02 2 3 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANBRIDGESTRUCTURES.DWG N O 0 01 () Z CD U) W 0 0 O O 01 z W Cf) n W zLLI00 J 0 r Z (0 0 0 f J M 0 W U A wwm Li j I— I- 11-1 0 0 —W00 J J J L� 0 1 2 3 4 5 6 7 8 9 10 H G F E .- 0 -r- 0 N 0 \C y a, 0 N 0 -- --- --= -- \ SECTION LINE -- -- 1� 1\ TOWNSHIP LINE -- co 03 co co . V \ \ \ -- I D C B N • \\\ \ , �--� I \ \\ \\ \ \\ \ �\ \ • �s A \�\ X I \ \V\ yv •• \ I ; \\�\\\\\\ \\ IY \\\\��\vv ` 5. \ \ I \ \ \ \ \\ \:\.,75: \k -''',:t\- 1 I LT, \ \ r,\ LII I N N f A \\ \•\ \\ -_\ ,,\\ 1 \ .\ \ (� ' \fir \ .\' 11 1 ` X \ \ \ 1 R \\ \ i \\ \ \ \ \.A \ \\ \ .\ \ cn CO \ O o `s,9 \\ so \ .\ \ \ \\ \ \ '.1 \ \l \ .\ _, EXIST. GLENWOOD '"�`Ih'' 11' \j I ` %� DITCH (TO BE RELOCATED) /1/1 .1 I ( / I >* I \ \ I ( I I I� : \\\, i)\ 1 1 • ) I 1:1lI1 0 \ 1 1 \ PROP. CHANNEL • • \ \ 0 \ OFFSITE BASIN 100—YR DISCHARGE EXISTING = 7 cfs EXIST. GLENWOOD DITCH (TO REMAIN) • • • END PROP. GLENWOOD DITCH RELOCATION IIII ,i! I I \ I�� I I1 • • • • • • • • • t' PROP. RELOCATED GLENWOOD I DITCH SEE (SW06 SERIES) \ \® Ii I \ o N. 11 I \ \ \ I �" 1 = ) ► �I I I fi _� r 1 I I ^` , I I I ) I WQ POND NP1 I I STORAGE CAPACITY=4,817 CF \ \ • • • • • • \ \ \\ \ • • EXIST. R.C.P. I CULV—N-01A CULV—N-01 B • • r—� • C. MATCHLINE SEE SHEET DR01.02 CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV—N-01A RCP 36 0.005 39 CULV—N-01B RCP 36 0.005 39 CULV—S-01A RCP 36 0.01 39 CULV—S-01B RCP 36 0.01 39 CULV—S-02A RCP 36 0.01 39 CULV—S-02B RCP 36 0.01 39 CULV—S-03A RCP 18 0.013 7.5 CULV—S-03B RCP 18 0.013 7.5 CULV—S-04A RCP 24 0.014 14 CULV—S-04B RCP 24 0.014 14 CULV—S-05A RCP 24 0.014 14 CULV—S-05B RCP 24 0.014 14 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 100 0 100 200 SCALE IN FEET OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design ea Es 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANBRIDGESTRUCTURES.DWG N 0 0 i) z CD W 0 0 0 0 01 z W a_ cn W N > cid Lu o r 0 \� Z (0 0 J M 0 W U A LI] wm Q o 0 Li jI— I- 11-1 o 0 _I J J Li a_ a_ 2 3 4 5 6 7 8 9 10 H G F //ii is log / /` •. `\ / WQ POND NP1 STORAGE CAPACITY=4,817 CF , \\ \ \\ \ \\ \\ \\ \ \\\ PROP. RELOCATED GLENWOOD DITCH SEE (SW06 SERIES) \. 1r\ t iI MATCHLINE SEE SHEET DR01.01 \ ,11,11' 0 1,3 EXIST. GLENWOOD DITCH (TO BE RELOCATED) � s • • • • EXIST. BIKE PATH I CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV—N-01 A RCP 36 0.005 39 CULV—N-01 B RCP 36 0.005 39 CULV—S-01A RCP 36 0.01 39 CULV—S-01 B RCP 36 0.01 39 CULV—S-02A RCP 36 0.01 39 CULV—S-02B RCP 36 0.01 39 CULV—S-03A RCP 18 0.013 7.5 CULV—S-03B RCP 18 0.013 7.5 CULV—S-04A RCP 24 0.014 14 CULV—S-04B RCP 24 0.014 14 CULV—S-05A RCP 24 0.014 14 CULV—S-05B RCP 24 0.014 14 E D C B i / _l.yl� { i — — 5960 1 /$ / Q. I X� I I I / I� \ �I / I 1 'I `I ll, WQ POND SP1 STORAGE 14 1+1 CAPACITY=34,708 CF PROP. RETAINING WALL I I • I 1. KE 100 • • • 0 100 200 SCALE IN FEET WO POND NP2 STORAGE CAPACITY=28,836 CF • • • • • • • • • • • • / 1p \I • • • BEGIN PROP. GLENWOOD DITCH RELOCATION PROP. CATTLE CREEK BRIDGE SEE (S01 SERIES) , EXIST. BRIDGE (TO BE REMOVED) NMI MATCHLINE SEE SHEET DR01.03 EXIST. BRIDGE (TO REMAIN) 03 4.)c' c\ NA: s:)\ \\I,\/\,\ r(L/L_//i\ OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANBRIDGESTRUCTURES.DWG N O O (n (n Z CD (7 W 0 O O O O (n Z W (n N W > ao Lu O r O \� Z co 0 0 f J M jwI A w w Q o 0 Z 11-1 1—I- 1-1-1 oo J J Li a 2 3 4 5 6 7 8 9 10 H G \ • MATCHLINE SHE T iR01.Q2 PROP. v - IL • • • • • • • •. ,s. k „ % PROP. RAW WATER IRRIGATION PRE—TREATMENT POND \ \ I I CULV—S-02A T • • • • I \ • it 0 Row • 00 03 4 Ki • • • \\• ite • TOWNSHIP LINE • • • • • • • • • 0 • • • • \ a \ t \ I\ \ I . \ I \ \ \ \ \ • 1 k cl"' A '\ , \ --0,\, CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV—N-01A RCP 36 0.005 39 CULV—N-01B RCP 36 0.005 39 CULV—S-01A RCP 36 0.01 39 CULV—S-01B RCP 36 0.01 39 CULV—S-02A RCP 36 0.01 39 CULV—S-02B RCP 36 0.01 39 CULV—S-03A RCP 18 0.013 7.5 CULV—S-03B RCP 18 0.013 7.5 CULV—S-04A RCP 24 0.014 14 CULV—S-04B RCP 24 0.014 14 CULV—S-05A RCP 24 0.014 14 CULV—S-05B RCP 24 0.014 14 100 tt 100 200 SCALE IN FEET 41,1)/4> , • • • • • • N • it I • / Ocv • °\\\\\\ \\\\\!\ \ EXIST. BIKE PATH6050 _ 1,, \ \ PP \ I \ • 0,009 EXIST. GLENWOOD DITCH MATCHLINE SEE SHEET DR01.04 OWNER/DEVELOPER: :Of".wwi;mir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANBRIDGESTRUCTURES.DWG N O 0 U) U) z C W 0 O 0 O z W cnW N , > aJ J O r Z coo J m 0 W U A rim LI] w m Q o0 I— I— W00 I J J L� Cl_ 2 3 4 5 6 8 9 10 H G F E D C B N' \�, \ N \ \ _ \ -0 \ N N N \ \ \\ MATCHLINE SEE SHEET DR01.03 • \ v vv \ L) I 1-`1 1 r \ 1I 1 I �1I I�\ \q \ \ ,\ \\ \\\\ 1\ \ce \ o \ I\% �\ \\I / 1 I o \\\ \ \ '\ \1\\ \ \\ \ \\ \ \\I \\ I I 1 I N \ \\ �`\ \ \ I 'I '\L.:38.\� 1 \\ \ \`\\\_\)\,' \ \ 1 \\\ 1\ \ \ \ , \ \ \ I \ / I� \ \ F 0Ci9 \ \ ' \\\ \ —\7-1\ \ \ �\ \' \ \\I\ \ I 44•s` * \•.\\„` s \ \ 990se,. \ \ \ . \ 1 \ \ �. �� \ ' \' \ \.1\%\\ \ \\ \ \\\ R\\ \ \\\\\1\\\\\1\\ \\\ \\ \�\ \\\\ \\1 \ 11\ 1 \s0 9)° \ \ \ \ n I \ \� 1 • sir \ \ \ \\q \ \\\\\\.\\\\\\\\\\\\ 1 \ 1 o � ��� `\`\`\00.x\\mss �\\ 1 \ I \1 \ ♦ \` \\\\\\ \ \ \\,,\,\,,,\ \\\'\\:\\\\\;,\--\,\\-\--',\\\\c, \ \ ‘ `...,\.?„,-,*,-,', �\ `� \ � \ ` \ \ \ \ \ o \ , ,,,\ \\ \ \ \ r n \ \\\\\ \ \ \W\\ \ \\ \\ \\\ eco \ v v v v v v °� v 1 11'1\ V V •► \A\v\\\ \\ vr)\1 \ A\\ VAI Io\ I\ 'R \�I,,—....\,..;,„,,,',,,,..,,,,,,,_:.----,.4,-.:,. �°sus�\•\.�.,\\\\\ \\ \ `I\ I \ � \� \` \`. \ \ :\\\\\\\\\\\\ �\\�1• .\�;\.\ \\\5990\\ \\�\���\\�I \\\o \ \\� b\\�\\\\\\\1\\\ \\���f�l • • • • .\�a9�0� \59\\\ \\JZ \ I \\ oma. 1 \\ ♦� \\\\\ \\\�\\\\\q\\\\�\�/Ikl1\o\ e0\ \ ` 6000' �1 \ \ ♦\\ \\ \ \ \\a\ �\ \ \ 1 .\ \ \ \ < \ }gyp \ -\ \ \\N\ \\ \ \\ \ \\ $\'\\ ‘\ \:‘,0 *4c) \ \ \\\,\act"3,\\ \\\ kb\\ ` N \v -y , N N � N A \ \ \ \\ ' \ ` Lis,9 \ \ N. \\ 1 \ a \ \ \ — — ' \ \ I \7 \-\\\ \\\ \\ \ \\\\\\\ 1 A \\ V vv � , / \ �V A VAV A VIII \ \\ \ \ . \ \ \ \ (\:\:\v\,\\\\ \ \\\� :\\\\;\ \\\� \ \\ \\\\1\\I \ \\ \\%'‘I \\\ I ` �\ s\ ��`�'`\� ` `• \\\\ \\\\ \ \ \\\ \\:\\\\\\\\\\\ \X `po \\\ \ \\\\ \sk\ \\ttl • • \ N N N N off\ � �\ \ \ ♦v � \ \\\\\\ \\\ \\\\t\\\ \ \\ \\\� \ \\ \ • \A\ \\ \ FSP \\\\\8\\\ \ \ \ \ \\ \\& ( \) '\\ \5�•O\\ \ \ \\ \\\k4 \ y \ \1 / \\ 1 \ `•�� o \ . \\` \ \ \ \�\ \ %\\1\\. \ \ \\ \\ \\ v�4,,,,\1\\\\\\\z\,,\\\\\‘‘ \ \ \\\\--(-\ \ tl / I \ \\\ \\ \ \\ \ \\ \ \\I \ / ` \\ , ad \\`\\ \ \ \ fi\\ \ \\\ \ \ \� \ \ \\ \ \\ \ \ .9 ` N N` \ 5•N \ • O \ `_ .9-0 N N 6'00,-, \ \ \\ \ N 0\ \ \ N N \ \ N \ \ \ \ \• •• -44 \\ ��\ 1 Y•, 1 \. \ `\ \ \6' \\ \\\\ \ 04 �/ \ 11 �° \ \ CULVERT TABLE ID MATERIAL DIAMETER (inches) SLOPE (ft/ft) CAPACITY (cfs) CULV—N-01A RCP 36 0.005 39 CULV—N-01 B RCP 36 0.005 39 CULV—S-01 A RCP 36 0.01 39 CULV—S-01 B RCP 36 0.01 .39 CULV—S-02A RCP 36 0.01 39 CULV—S-02B RCP 36 0.01 39 CULV—S-03A RCP 18 0.013 7.5 CULV—S-03B RCP 18 0.013 7.5 CULV—S-04A RCP 24 0.014 14 CULV—S-04B RCP 24 0.014 14 CULV—S-05A RCP 24 0.014 14 CULV—S-05B RCP 24 0.014 14 5,9 • \ • 5' \♦ (Ss() lNoy.)A ♦\V A \\'‘\\\ VAA \ ♦\\N 60 \ \ 6 Po, \\ 'o \\ \ \`\ \ \ \ • t�\•\ \ \ \ \ \\ \ \ N \ \ 1 \ \\ 1 vvv \\\\ \v'�,v 4 v vv y yy ;= v v \v y�vv \ \ \• wt\;' V`\ \\\\ �\ \\ \\1\"\\"\\\\\\\\\%,\\',,‘\'‘\\\\,\\\,\\,,\'0\-, A P \\ 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: vr E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BRIDGES, CULVERTS AND DRAINAGE STRUCTURES PLAN (4 OF 4) SHEET NUMBER: DR01.04 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -CATTLECREEKBRIDGE.DWG N O 0 01 U) z CD w 0 0 O O 01 z w El4- i] > N- z LLI J O >- o< (NI� Z coo J m cnE w U w w < 0 z I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 9 10 H G F E D C B A f --e /\ CDN6RETE WING \NALL\ 32 + 00 N \ \ \ 6Q03.92 STA 12+10.70 ABUTMENT 1 ELEVATION SCALE: 1"=10P-0" CREEK Jr 6001.47 STA 12 c ABU — \ \ w \ N \ N N \ \\ \ \ \ \ o BRIDGE r.7 1 4 1 } \ 1 1\\ \ 6010 } } \ \ \ \ 6003.92 STA 12 + 1070 \ \ -\\ / _ \ 4 - ABUTMENT 1 _3.50% 6001.47 STA 12 + 8C. ABUTMENT 70 2 �— 6000 1--_ 5990 100 5992 v 5980 RIVER BOTTOM 32 + 00 0 0 NI NI f --e /\ CDN6RETE WING \NALL\ 32 + 00 N \ \ \ 6Q03.92 STA 12+10.70 ABUTMENT 1 ELEVATION SCALE: 1"=10P-0" CREEK Jr 6001.47 STA 12 c ABU — \ \ w \ N \ N N \ \\ \ \ \ \ o BRIDGE r.7 1 4 1 } \ 1 1\\ \ \ \ \ \'• \ \ \ \ } } \ \ \ \ \ \ -\\ / _ \ 4 \ 70'-0" EXISTING GRADE 0.70 NT 2 — UTILITY LINE SEE CIVIL DRAW GS 33 + 00 i PLAN SCALE: 1" = 10'-o" N INDEX B1 SITE PLAN AND NOTES B2 ELEVATIONS AND SECTIONS GENERAL NOTES 1. ALL WORK SHALL BE DONE ACCORDING TO STANDARD SPECIFICATIONS OF THE DEPARTMENT OF TRANSPORTATION, STATE OF COLORADO, APPLICABLE TO THE PROJECT. 2. STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH STANDARD M-206-2, UNLESS OTHERWISE NOTED. 3. GRADE 60 REINFORCING STEEL IS REQUIRED. 4. ALL STRUCTURAL STEEL SHALL BE AASHTO M-270 GRADE 50W (ASTM A-588). 5. ALL BOLTS SHALL BE 7/8" DIAMETER, HIGH STRENGTH, ASTM A 325, UNLESS OTHERWISE NOTED. 6. NO WELDING OF ANY ATTACHMENT SHALL BE PERMITTED ON THE FLANGES OF STEEL GIRDERS, UNLESS SPECIFICALLY CALLED FOR ON THE PLANS. 7. STEEL DIMENSIONS ARE BASED ON A TEMPERATURE OF 45'. 8. THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 9. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING, BRACING AND TEMPORARY EXCAVATION. FOUNDATION AND EARTHWORK FOUNDATION DESIGN IS BASED ON: ASSUMED ALLOWABLES SPREAD FOOTING ALLOWABLE BEARING: 3000 PSF ALLOWABLE LATERAL EARTH PRESSURE: 50 PCF ALLOWABLE PASSIVE PRESSURE: 400 PCF THE CONTRACTOR SHALL REVIEW THE SOILS REPORT AND FOLLOW ALL RECOMMENDATOINS THEREIN. FOUNDATION DESIGN ASSUMES THAT ALL RECOMMENDATIONS IN THE SOILS REPORT WILL BE IMPLEMENTED. DESIGN DATA AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 5TH EDITION, 2010 LIVE LOAD: AASHTO HL -93 DESIGN METHOD: LRFD STRUCTURAL STEEL: AASHTO M-270 GRADE 50W (ASTM A-588) STEEL BRIDGE DECK ASTM A653 GRADE 80 FY=80 ksi (GALV) STRUCTURAL BOLTS: ASTM A325 BOLTED SPLICES SHALL BE DESIGNED AS SLIP CRITICAL CONNECTIONS W/ NOMINAL SLIP RESISTANCE IN ACCORDANCE WITH CLASS A FINISH. BOLTS SHALL BE FULLY TENSIONED. ANCHOR BOLTS: ASTM F1554 GRADE 55 FY=55 ksi (GALV) REINFORCED CONCRETE: CLASS B CONCRETE: f'c = 4000 psi REINFORCING STEEL: fy = 60,000 psi WOOD RUNNING BOARDS SHALL BE DOUG -FIR No. 2 OR BETTER GLUED LAMINATED TIMBER DECK SHALL BE IN CONFORMANCE WITH AMERICAN LAMINATED TIMBER AND AITC 117, "DESIGN AND MANUFACTURING". ALLOWABLE UNIT STRESSES FOR GLU-LAM SHALL BE: 6 Fb = 2400 PSI F„ = 165 PSI F, = 650 PSI E = 1.8 x 10 ALL EXPOSED GLU-LAM BEAMS, SHALL CONFORM TO EXTERIOR EXPOSED CONDITION PER UNIFORM BUILIDING CODE SECTION 2312.7 1 MINIMUM MECHANICAL PROPERTIES OF IPE DECKING SHALL BE: MODULUS OF RUPTURE = 25,400 PSI COMPRESSION PARALLEL TO GRAIN = 13,010 PSI SHEAR PARALLEL TO GRAIN = 2060 PSI MODULUS OF ELASTICITY = 3.14 X 10 PSI RIDGE DESCRIPTION SINGLE SPAN 70'-O" BRIDGE, ROLLED GIRDERS WITH COMPOSITE CONCRETE DECK, OVER CATTLE CREEK 37'-0" ROADWAY WIDTH, INCLUDING A STEEL BRIDGE RAIL. 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 In d C co co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com STRUCTURAL ENGINEER: oddo 4 engineering 713 COOPER AVENUE SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1006 970-945-2966 FAX KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: R. ODDO DRAWN BY: R. ODDO CHECKED BY: R. ODDO SHEET TITLE: CATTLE CREEK BRIDGE GENERAL NOTES, PLAN AND ELEVATION (1 OF 2) SHEET NUMBER: S01.01 B 1 3 4 5 6 7 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -CATTLECREEKBRIDGE.DWG N O O Cn 01 z CD C Lei 0 0 O O U) z W 0_ ~ N u W > N. z LLI J O >- < (NI o(NI Z coo 0 f E w U LI; wm < 0 0 z I- 11-1 00 _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 3 4 5 6 7 8 9 10 H G F E D C B A c_ ABUTMENT NO. 1 STA. 12 + 10.70 ELEV.= 6003.92 70'-0" PROPOSED GRADE CONCRETE ABUTMENT BACKFILL PER GEOTECHNICAL ENGINEER 100 5992.00 V -3.50% 8" CONCRETE COMPOSITE DECK CE ABUTMENT NO. 2 STA. 12 + 80.71 ELEV.= 6001.47 W36 X 210 EXISTING GRADE ELEVATION SCALE = 1/4" = 1'-0" 37°-0 5'-O„ -6„ 12'-O" 12'-O" 1'-6" 5'- 0" SIDEWALK CURB 10' LANE + 2' SHOULDER 10' LANE + 2' SHOULDER 8" CONCRETE COMPOSITE DECK URB SIDEWALK 0 0 0 UTILITIES 4 SPA Cir 9'-O" = 36'-O" W21 x 44 DIAPHRAGM TYPICAL SECTION SCALE = 1/4" = 1'-0" TYPE 3 BRIDGE RAIL W8 X 18 POST W36 x 210 TYP 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 In d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com STRUCTURAL ENGINEER: oddo 4 engineering 713 COOPER AVENUE SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1006 970-945-2966 FAX KEY MAP: PLAN AREA SH82 PRELIMINARY NOT FOR CONSTRUCTION 1 1/14/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: R. ODDO DRAWN BY: R. ODDO CHECKED BY: R. ODDO SHEET TITLE: CATTLE CREEK BRIDGE ELEVATION AND SECTION (20F2) SHEET NUMBER: S01.02 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N CO O 01 z CD LTJ 0 O O U) Z W O U) > 66 Z Lu o >- < (NI o(NI Z CO O — J cn E w U wwm <00 z I— I— w 00 _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A N 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' \ T /� I ` \ \ %� O1" TRAICT��BE` \ i \�a� ti� `�MMN AREA / 856 ) / '\\\\\\\ ,,!/ ?�/ J A4 (co ON AREA) • • • • \ \ (I� EXIST _ EPSEME \ ROw • ST—MH—N-7 N=1596706.25 E=2501 722.50 ST—MH—N-15 N=1596631 .80 R�- E=2501824.70 PROP. 30—INCH RC C76—A (TYP.) 1 1 1 1 1 1 1 \1 • • • • • • Q7 - -F N DRIVE ST—MH—N-17 N=1596606.63 E=2501920.44 z\ 6040 6030 6020 6010 6000 5990 5980 5970 5960 N —••� — N 4 N=1596633.22 E=25021 68.48 11114Matilin lumasFzir A iso; ' I ,\ \ \ I TRAIT AEY �\ / (GARDEN/ORC dRn) \‘/ -- \ \ N N 6bl° \ 16040 PROP. GRADE EXIST. GROUND SANITARY SEWER 8—INCH PVC SDR 35 UTILITY CROSSING II 0 L=121 S=1.68% DIA.=30' MATL.=RC C76—A w w Z U) O O O O O O O O II II Z Z > > E z z z II 0 L=94 S=2.57% pIA.=30 MATL.=RC C76—A w M O O) N 0 0 0 CO O II II Z w EZ z 0 N CO0 0 O I I 0 > z I I =244, 5=2.91% pIA.=30 MATL.=RC C76—A z U) II 0 STA. =44+74.90 i() N 0 I I J w 40+00 41+00 42+00 43+00 44+00 45+00 6030 6020 6010 6000 5990 5980 5970 5960 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (E503 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. OWNER/DEVELOPER: r COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design L d C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (EAST) DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.01 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N 0 0 01 z CD w 0 O cn O z W 0_ - 0 Cf) w > a0 z Lu O r Z 0 0 o— E w U LI] wm <00 z w 00 _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' I � 1 �Gq� 07 g (S 10+ Fi /fr PROP. 36—INCH RC C76—A (TYP.) / 4677 F qJ ST—MH—N-18 N=1598797.51 E=2501284.50 1* I CDO 13+0 r ST—MH—N-19 _ N=1598653.76 E=2501335.82 6050 6040 6030 6020 6010 6000 5990 5980 5970 F / / 11 64070 /07 600r I— I J L II / I ■ ■ i J `▪ 'I 1 ■ 1 11 PROP. GRADE L=28' S=1.50% DIA.=36" MAIL.=RC C76—A POTABLE WATER 8—INCH D.I.P. UTILITY CROSSING oo z U) I I 0 STA.= 10+30.57 CO 0 (.0 II J w L=148' S=1.00% DIA.=36" MATL.=RC C76—A EXIST. GROUND rn z I I 0 STA.=11+83.21 =129, S=3.637 D! RC3 C7 6 — A 1031- SANITARY SEWER f/— 8—INCH PVC SDR 35 UTILITY CROSSING z w - 0) rri 0 CO II > z rn O (0 0 > z 10+00 11+00 12+00 13+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. OWNER/DEVELOPER: r :4)ff•qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Logistics I Planning I Design L d C 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.02 1 2 3 4 5 6 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N CO O (n U) z CD w 0 O O (n z w a_ ~ O (n > 66 Z O oCN� Z CO O— m Q E w wwm <00 z I— I— woo _J J J LT_ a_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 ST—MH—N-3 (NO N=1596899.14 E=2501536.1 1 / ST—MH—N-5 /1 lam „, /�. E=2501583.51 'ST—MH—N-6 \ �� N=1596810.53 /I 0.0 -0.0 / \\ \ \ i \ \ \� �„„<„..:, i \ \ �,_ ----"`z\ \`z\ \ , (. n / \ \ \ / ` \ ` /�/ ` ' \` v v �\ \ /1\\ �`\/� / / �+ / \ \ _y /,\ I NA \ - 10 I i� -tJ \ / / — — \ I I J c2)-,, / \ \ \\ `\ `\ - -i�b o /\\`\ ` \ \ \ \\ .00 II 1IIr , / I- 'L/ i .00 \ \ / �\\ /\ Y\ \, i 00. I I I� ,SII III,N - ••• l / i I I I I I I II II \\ / ' I J ------------ —/ eette _-- / / ,' / / , -' ST—MH—N-11 N=1597107.09 E=2501 798.49 / ST—MH—N-12 N=1597250.45 E=2501686.02 II I I I I 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 ST—MH—N-8 N=1596873.92 E=2501828.78 ST—MH—N-13 N=1597360.76 E=2501 647.19 MEM ST—MH—N-9 N=1596948.69 E=2501847.00 / ST—MH—N-10 N=1597034.23 i I , E=2501836.29 N Z I (n 11 0 STA.=20+00.00 L=95' S=0.50% DIA.=30" MATL.=RC C76—A w .� O O O � O co N O N N 00 0 0 0 O O CO II II II Z z O EZZZ 20+00 POTABLE WATER 10—INCH D.I.P. UTILITY CROSSING 1 I (n 11 0 STA.=21 +00.49 L=47' S=0.50% DIA.=30" MATL.=RC C76—A z O H O O CO II 0 RIM EL=6009.59' U) O H O O co II STA.=21 +52.02 21+00 L=119' S=0.72% DIA.=30" MATL.=RC C76—A z ro 0 0 O I I D 0 z 22+00 11- 11 0 PROP. GRADE STA.=22+75.65 RIM EL=6008.91' PROP. 30—INCH RC C76—A (TYP.) O� EXIST. GROUND ST—MH—N-14 N=1597391.48 E=2501644.91 411, NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. L=194' S=1.50% DIA.=30" MATL.=RC C76—A POTABLE WATER 10—INCH D.I.P. UTILITY CROSSING SANITARY SEWER 8—INCH PVC SDR 35 z UTILITY CROSSING z cn dO ' 4 O O O 11 II II Z Z O z z z 23+00 24+00 or I L=72' 5=1.50% DIA. = 30" MATL.=RC C76 -A L=81' S=1.50% DIA.=30" MATL.=RC C76 -A 11 0 STA.=24+74.17 RIM EL=6012.46' O O 0 O O II 0 > z 25+00 11 0 STA.=25+51 .12 RIM EL=6013.43' O CO II 0 > z 26+00 U L=77' 5=1.50% DIA.=30" MATL.=RC C76 -A Z CO L=177' I S=1 .50% DIA.=30" MATL.=RC C76 -A Z 1 I (n 11 0 27+00 ^ w N N t �o O O OO O II II D Z O z z L=112' S=1.50% DIA.=30" MAIL.=RC C76—A 28+00 w cn z In Z c0• O H O =O O CD + O O NII II I ' I Z O I 11 Q > > o M Z 11 0 29+00 30+00 STA. =30+ 18.57 N O N N 0 CO II J w 31+00 6040 6030 6020 OWNER/DEVELOPER: 1.—Vi").41r% E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 6010 6000 5990 5980 5970 5960 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N O 01 U) z CD LTJ 0 O O 01 z L1J 0 - � u� w. >aJ z Lu O >- < N oN Z (00 0 — M Q E LI] U LI]wm <00 z I— I— woo J J Ll_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 5960 Iv /. • .. d/ ST -MH -N-1 z/ _/ / N=1596852.23 E=2501376.37 —H —601r/' / �c \ \\ / J J \\/dg,dd NOWWOO \\--- 7t8-1�d�L \ \ �, \ \/ \ /,-/ i ` „/ / O9 L J 6 MICA COURT - - —- ftft —7 — —r T T T ST -MH -N-2 N=1596855.47 E=2501453.97 L \;3+00 J L -co Ni 7 1 I 1 -RI IGE (RIVE--------- 00 LTJ �GO� I ST -MH -N-3 N=1596899.14 E=2501536.11 - I \ •G ST -MH -N-4 — N=1597157.66 E=2501398.67 PROP. 48 -INCH RC C76 -A (TYP.) cIN \\\L N NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (E503 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. GLENWOOD DITCH STORM SEWER 48 -INCH UTILITY CROSSING \ f PROP. GRADE 1 L=40' S=0.30% DIA.=48" MATL.=RC C76 -A I I 0 STA.= 10+42.85 RIM EL=6006.81' S=0.30% DIA.=48" cN CId 0 co S=0.30% DIA.=48" CNI 0 0 0 SANITARY SEWER 10 - INCH PVC SDR 35 UTILITY CROSSING EXIST. GROUND STA.=12+13.55 RIM EL=6010.11' POTABLE WATER 8 -INCH D.I.P. UTILITY CROSSING L=288' S=0.30% STA.= 15+06.33 RIM EL=6011.36' L=277' DIA.=48" MATL.=RC C76 -A cp Z 0 POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: '4\ \ wtr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (WEST) DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N 0 01 U) z CD w 0 0 0 U) z w 0— u 0 w > 00 z Lu o r Z C0 0 O - E LI] O o_ wwm <00 z I- 11-1 00 J J LT_ 0— 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 L - _ N r 7 0 i 0 (6, 1;3+00 c; - _�---- ST—MH—S-1 IN=1595543.65 E=2501236.09 I I ' zf1 „ rr� I r � r —71 __ -- J T ST—MH—S-2 N=1595415.71 E=2501424.1 1 D. T 11\c.) bco I I_ V ' \ c -D •q-\ 1:sc-Dx > ,- :,IN Nt' o\\ i 000i \ 1�� ` 1 r L Tr PROP. 30—INCH ; ST—MH—S-3 RC C \ 76—A (TYP.) �I N=1595287.77 E=2501612.12 0 01 / \/\ N — — I- \ • i \ J \id \ /\\ / V)4- ' \‘ •\ �\\\\\\ i , i �. \ \ \ \ N e / / • PROP. GRADE EXIST. GROUND L=152' DIA.=30" MATL.=RC C76—A • 0N (0 1 0 0) in _ L0 YI rn II ��I II w Z O U) II Q > > o E z z w LC) 00 0n L=222'i 3% DIA -7=3u MAIL.=RC C76—A I U) 1 U) 11 0 M iI U) L=222' 1 .70% DIA.=30" MATL.=RC C76—A 10+00 11+00 12+00 13+00 14+00 15+00 16+00 NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ESO4 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design L m C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: DR02.05 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PNPSDRAINAGE.DWG N O CO 0 01 Cn Z CD (n w 0 0 0 O 01 z w IZ - 0 u w . > a0 z Lu O r O \� Z Co 0 0 f J M Q E w O LI] W m < 0 Z Li j 1- I- 11 -1 -w O O _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H 0 F E D C B A 50 V L/ C__) -•-•.---- —�- - — — 6030 — — 1 — 6030 — — — — T / r --r, �- ,00 -t- J 22+00 f � I 23:00 LLL I I I I � I I � I I I I I I I I ST—MH—S-8 N=1595489.23 E=2502279.99 24+00 1 1 ✓ r= - T T.N Cr) C 25+00 6+00 2:7;I + 00 1�J L L__�-6020 I - ------ - ----- — 6030 — — — O 0 28+ 00 — 7 T T L -- ` 290 -6 r \ I / / / c.77 / / Q I/ � rko / r/ 1_4 I - - -- / \ L I O / / 30+00 1 1 v / I „-- r: X00--_ - I _ ST— MH— S —5 7 N=1595689.64 E=2502198.40 7 ST—MH—S-7 N=1595593.67 N=1595653.68 " E=2502262.35 E=2502237.19 ST—MH—S-4 MEM. MEER ORE COURT r 7 ST—MH—S-9 N=1595242.72 E=2502321.62 r H- —r ST—MH—S-10 _N=1595144.11 E=2502338.27 i \ I \\Q I I \ I I \ I \ I L _L_ h - 1Q 1 T -r r VVI N=1594996.21 E=2502363.25 PROP. 30—INCH I- RC C76—A (TYP.) O NX -r ST—MH—S-12 N=1594749.70 E=2502404.88 I 11 I TIS 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6050 6040 6030 6020 6010 6000 5990 5980 5970 NA • • / • • NOTES: 1. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT) FOR PRELIMINARY DESIGN INFORMATION AND SUPPORTING HYDRAULIC CALCULATIONS. 2. SEE (ES03 AND ES04 SERIES) FOR REQUIRED TEMPORARY AND FINAL WATER QUALITY BMPS. 3. CONCRETE JUNCTION BOX SHALL BE USED FOR ALL STORM SEWER JUNCTIONS THAT DO NOT OCCUR AT A MANHOLE. EXIST. GROUND L=32' C76—A STA. =20+34.82 L=34' 5=0.79% MATL.= RC C76—A RIM EL=6018.65' (13 STA.=20+73.79 RIM EL=6019.60' 30 co rri cin cn STA.=21 +26.68 MATL. =RC ci CO CO II II 0 cin STA.=21 +91 .75 RIM EL=6021.91' co co E ID "N CNI I (DM TI il cn MATL.=RC C76 —A cin STA.=26+47.68 0 CO cN 0 CO 0 / L=245' cin STA.=27+97.67 CO CO 0 CO cN co 0 cin STA.=30+47.67 CO 0 CO CO 0 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET DRAINAGE STRUCTURES PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSDRAINAGE.DWG N 0 01 z C U) w 0 0 0 U) z w � Cf) o w z 00 Lu o r o\� Z co 0 J M E LI] U wwm < 0 0 z I- 11-1 oo _I J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A V 2'— St OPE ygRvES // /// rI 6" V '-o " 12" NOMINAL DIA. BOULDER (TYP.) 3'-0" 6'-0" „ 12" NOMINAL DIA. BOULDER (TYP.) SECTION A N.T.S. � PRIES %! fid, SECTION tti it .01 1 , B N.T.S. 11 DR03.01 GROUT ZONE 17' — „ 1'— DR03.01 1.5 11'— 4,-0" 0'-6" — MAX. DEPTH = 1'-0" — 1 1_ 4 0'-6" TRICKLE CHANNEL (RIPRAP OR CONCRETE) 2% ° a ° 2'-0" 3,-0" 4,-0" — GRASS SLOPE 4 1 i SECTION - C N.T.S. 0'-6" — MAX. DEPTH = 1'-6" — 1 1_ 4 1 1'-0" 3'-0" 2% a ° a TRICKLE CHANNEL (RIPRAP OR CONCRETE) a a a ° 5,-0" ° 1'-0" 2% SECTION N.T.S. GRASS SLOPE 4 1 i i\%i\/\ CHANNEL SIDE SLOPE DR03.01 // / CHANNEL SIDE SLOPE NOTE: ALL GRASS AND RIPRAP CHANNELS WILL BE LINED WITH EITHER SYNTHETIC OR NATURAL MATERIAL. OWNER/DEVELOPER: r „1„.,, iir% COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design L d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (1 OF 5) SHEET NUMBER: DR03.01 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSDRAINAGE.DWG N O 0 (n (n z CD w 0 0 O O U) z w 0 u O w > a0 z O >- < (NI o(NI Z c00 0 - E ci w U LI] W m < 0 0 z I- I - w 00 _J J J L� 0- o- PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 3 4 5 6 7 9 10 H G F E D C B A w 3" MIN 10" T "H" BARS -•-112"1-••="1 12" 1-1 BW - 5'-6" 5" - I F 4'T0" -14L . 5 r PRECAST RISER SEE SHT 4 16" 1W 3" 12" #5 BARS "D" BARS JOINT SEAL OR GROUT "D" BARS #4 0 12" 2" CLR #11 BAR 7 PIPE ID W F 3" I MIN 8" T (SEE TABLE ABOVE) SECTION VIEW H" BARS #4 H" BARS #4 0 12" 4 BARS 0 12" 5 BARS 0 5" H" BARS #4 0 12" #5 BARS 05" O.C.E.W. "H" BARS #5 BARS # 5 BARS 4 r11 (BARSliiiiiif #11 ON( ,,, 48"BARS _ liggi 2'-8" "H" BARS -\ "H" BARS BW (SEE TABLE ABOVE) SLAB REINFORCING #5 BARS 0 5" OCEW D" BARS #4 012" 3" CLR 1 3" CLR TYP T • • #5 BARS BL 5'-4" MIN 05"18" BW 8" (SEE TABLE ABOVE) BASE REINFORCING r STORM SEWER MANHOLE DETAIL PIPE ID BW 48" AND SMALLER 6'-4" 54" 6'-10" 60" AND LARGER OD + 16" NOTES 1. TYPE I MANHOLE SHALL BE USED IN WHEN APPROPRIATE AND TYPICALLY FOR PIPE SIZES GREATER THAN 30 INCHES. 2. VIEW AND DETAILS SHOWN ARE TYPICAL FOR STRAIGHT THROUGH DESIGN ONLY. DESIGN ENGINEER SHALL DETERMINE MANHOLE BASE CONFIGURATION AND DIMENSIONS FOR PARTICULAR PIPE SIZES AND ALIGNMENT. 3. EITHER LADDER OR STEPS SHALL BE INSTALLED WHEN MANHOLE DEPTH EXCEEDS 30". LOWEST STEP SHALL BE BE A MAXIMUM OF 16" ABOVE THE FLOOR. 4. FLOOR OF THE MANHOLE SHALL BE TROWELLED TO A SMOOTH, HARD SURFACE AND SHALL SLOPE TOWARDS THE OUTLET (8:1 MAX., Y2" PER FT. MIN). FLOOR SHALL BE SHAPED AND CHANNELED; SEE SD_3-2 FOR TYPICAL CHANNEL DETAILS. TYPE I 3" MIN 3" MIN STEPS OVER BENCH 3" MIN 5" LL PLAN VIEW OF BASE 5" BASE MAY BE CAST SQUARE 4'-6" 3" MIN NOTES [..— 5'-4" (MIN) SECTION VIEW PRE—CAST RISER SEE SD_3-7 JOINT SEAL OR GROUT PIPE ID 30" MAX #4 BARS © 12" OC EACH WAY 3" CLR TYPICAL STEP PLACEMENT TYPICAL CHANNEL DETAILS 6" TOE POCKETS DETAILS 1. TYPE II MANHOLES SHALL BE USED WHEN APPROPRIATE AND TYPICALLY WHEN THE PIPE SIZES ARE 30" OR LESS INSIDE DIAMETER. 2. VIEW AND DETAILS ARE TYPICAL. DESIGN ENGINEER SHALL DETERMINE MANHOLE BASE CONFIGURATION AND DIMENSIONS FOR PARTICULAR PIPE SIZES AND ALIGNMENT. 3. EITHER LADDER OF STEPS SHALL BE INSTALLED WHEN MANHOLE DEPTH EXCEEDS 30". STEPS IN BASE SHALL BE INSTALLED IN "TOE POCKETS" (SEE DETAIL THIS SHEET). LOWEST STEP SHALL BE A MAXIMUM OF 16" ABOVE THE FLOOR. 4. PIPES SHALL BE TRIMMED TO FINAL SHAPE AND SET BEFORE MANHOLE IS POURED. 5. BENCH SHALL BE SLOPED TOWARD CENTER OF MANHOLE BASE (4:1 MAX., Y2" PER FOOT. MIN.). 6. FLOOR OF MANHOLE SHALL BE TROWELLED TO A SMOOTH, HARD SURFACE AND SHALL SLOPE TOWARDS THE OUTLET (8:1., Y2" PER FT. MIN.) . FLOOR SHALL BE SHAPED AND CHANNELED; SEE DETAILS THIS SHEET. STORM SEWER MANHOLE DETAIL - TYPE II OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Logistics I Planning I Design In m c ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (2 OF 5) SHEET NUMBER: DR03.02 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSDRAINAGE.DWG N 0 01 U) z CD w 0 O O U) z w a_ u Lu > aJ z Lu o r Z Coo o f J E LI] U o LI] W m < 0 0 z I-- 1-1-1 o o LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 4 5 6 7 8 9 10 H G F E D C B A 4.-312" B A 4'-O" 21-0" 21-011 A } A r H B PLAN VIEW TYPE 13 INLET FOR GUTTER TYPE 2 41_3/2" 8" # 0, a Q O P R G 1' 811 D 351/2" 16" MAX. 1 Q �I 'I 4% \` —� T"-r"Dr O• G O > G O P O R a 1' X 403 © 8" O.C. SECTION A -A D MAX = 30 IN. FOR H > 4 FT. Y Y 402 X BENDING DIAGRAMS ALL DIMENSIONS ARE OUT -TO -OUT OF BAR. GUTTERl TYPE 2 A WHEN HMA MATERIAL IS TO EXTEND TO THE EDGE OF THE GRATING FRAME, CONCRETE MAY BE DEPRESSED. 41-0" L 403 x 402 8110.C. SECTION B -B D MAX = 18 IN. FOR ALL H 511 T T CORNERS RELIEVED 3�6" TO PREVENT ROCKING (TYP.) D C NO. 13 GRATE 48/811 397/8" 40" SECTION C -C A=13/4"1 B = 11/16" C = 7I5/611 E 1 x 45° — A - SECTION D -D F / 397/8" 11 E } 23" F NO. 13 GRATING & FRAMES SECTION E -E APPROXIMATE WEIGHT = 590 LBS. CONCRETE INLET - TYPE 13 23" ►j 23/8" 31/8" SECTION F -F GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CAST -IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED Y4 IN. 4. REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. 6. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. 7. STATION POINT IS AT THE CENTER OF THE INLET. H CONCRETE 1" 1 1/41"R AL Jy14 211 MAXIMUM PIPE I.D. 111 ; -- A CU. YDS. 0 LB. IN. IN. 3'-0" 1.3 %'. � 18 18 3'-611 ems% — A - SECTION D -D F / 397/8" 11 E } 23" F NO. 13 GRATING & FRAMES SECTION E -E APPROXIMATE WEIGHT = 590 LBS. CONCRETE INLET - TYPE 13 23" ►j 23/8" 31/8" SECTION F -F GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CAST -IN-PLACE CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES. 3. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED Y4 IN. 4. REINFORCING BARS SHALL BE DEFORMED #4 AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 5. STEPS SHALL BE PROVIDED WHEN INLET DIMENSION "H" IS EQUAL TO OR GREATER THAN 3 FT. -6 IN. AND SHALL CONFORM TO AASHTO M 199. 6. ALL GRATES AND FRAMES SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. GRATES AND FRAMES SHALL BE DESIGNED TO WITHSTAND HS 20 LOADING. 7. STATION POINT IS AT THE CENTER OF THE INLET. H CONCRETE REINFORCING STEEL NO. OF 01 BARS I REQ'D. MAXIMUM PIPE I.D. SEC. A -A SEC.B-B CU. YDS. 0 LB. IN. IN. 3'-0" 1.3 72 4 18 18 3'-611 1.5 76 4 24 18 41-0" 1.6 90 5 s 30 18 4'-61i 1.8 104 6 30 18 5'-0" 1.9 109 6 30 18 5'-6" 2.1 122 7 30 18 6'-0" 2.2 136 8 30 18 61-6" 2.4 141 8 30 18 71-0" 2.5 154 9 30 18 71-6" 2.7 168 10 30 18 8'-0" 2.8 173 10 30 18 8'-6" 3.0 187 11 30 18 91-0" 3.1 200 12 30 18 9'-611 3.3 205 12 30 18 10'-0" 3.4 219 13 30 18 8 INCLUDES 1% FOR OVERRUN. NOTE: CONCRETE QUANTITIES INCLUDE VOLUME OCCUPIED BY PIPE. QUANTITIES FOR ONE INLET MARK NO. REQ'D. DIMENSIONS LENGTH x Y 401 4 3"-61 21-2" 13'-41" 402 2 3'-4/211 * 21-6i/2" 8"-5/2" 403 5 21-I/21" iP 2'-7" 7'-21/2" ADD 6 IN. TO THIS DIMENSION FOR EACH 6 IN. INCREASE OF "H" OVER 3 FT. -0 IN. BAR LIST FOR H = 3 FT. -0 IN. OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design L m C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (3 OF 5) SHEET NUMBER: DR03.03 1 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSDRAINAGE.DWG N O 0 01 U) z CD w 0 0 O 01 z w a_ u w > a0 z o >- < (NI o(NI Z coo o f J E LI] U o LI] W m < 0 0 z I— I— w o o LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 3 4 5 7 8 9 10 H G F E D C B A 8" B 6' 4" L-5'-0" 5%"� FACE OF CURB -\ 8"0.C. TO STATION POINT �r 409 503 403 3 RODS IN 10' INLET —30" ONE 1 J " DIA. ROD IN 5' INLET 30" 11'-4" L=10'-0" 3' TRANSITION GUTTER B- 409 5 RODS IN 15' INLET 16'-4" 409 INLET PAY LENGTH PLAN VIEW 18" TO STA. PT. �— CUT OFF OR BEND BARS TO CLEAR MANHOLEF-_,:._ L=5'-O" r60 MANputHOLE 503 409 • a 403 I 601 2" CLR. 401 L=5'-AII H L=10'or15'-H<5' 3" CLR.— 11" 0.0. 401 30" ■ 30" DIRECTION OF * FOR LENGTH (L) GREATER THAN 5 FT. PROVIDE MAINTENANCE ACCESS AT BOTH ENDS. A• ADDITIONAL MANHOLE RING AND COVER REQUIRED WHEN L=10 FT. OR MORE. CUT REINFORCEMENT BAR ACCORDINGLY. ENDS OF 8 [ BEAM 3" CLR. FACE OF CURB 3", EACH END 3 TRANSITION GUTTER CLR. 9" 403 407 401 12" 3" CLR. 405 J 406 J 6" O.C. 6" O.C. 18" TO STA. PT. — 8" 6' 8" 405 406 6" 0.0. 11'-8" 405 406 6" O.C. 16'-8" SECTION A -A REGULAR INLET D ��- C L=1O'-O"I 601 502 0 (-503 • --, C� 502 409 t H > 5' 403 9" O C. L - 32" CONSTANT 5'-0" 413 409 403 CONSTANT 401 t 407 VARIABLE " CLR. MIN. 0.5% SLOPE 443 405 • • • • • - 12" M 411 2" CLR. 406 413 . . . 8" 412 7 f D L=15'-O"I 504 411 D C 412 D SECTION A -A INLET WITH DROP BOXf41>5 FT. 2" ALL AROUND (Tv.) 502 403 MEET SHAPE OF NORMAL BARRIER CURB AND GUTTER HERE. SEE CHANNEL LAYOUT ON SHEET 2. 1%" 8" " FLUSH WITH CURB FACE (TYPE 2 -SEC. IIB) TH13. 2 8 C8.5 #.4 BAR 1 -18" LONG • 2:1 11/2" PIPE SPACER AND 1:14" LOCK NUT 1' 4" 114" DIA.. x 24" GALV. STEEL ROD 2'-6" 0.C. 10" EMBEDMENT 4 3"x3"x 9" PLATE CURB FACE ASSEMBLY PLACE ENTIRE ASSEMBLY BEFORE POURING CONCRETE. BARRIER CURB FACE5' TRANSITION * WHEN A TYPE R INLET IS USED WITH MOUNTABLE CURB AND •� GUTTER, 5 FT. TRANSITION SHALL BE CONSTRUCTED. MOUNTABLE TRANSITION SHALL BE PAID CURB FACE FOR AS CURB AND GUTTER. INLET MOUNTABLE CURB AND GUTTER TRANSITION CURB 2' 0" GENERAL NOTES: SEE SHEET 2. - FOR A 1'-0" PAN SLOPE 2" PER FT. 1 %" R 4 r SLOPE=1 "/FT. 2" R 501 5 1" 0.0. 408 12" 0.C. • 114" 4' 4" SLOPE 2% TO GUTTER 409, 8 O.C. 7" I 8" WALL (TYP.) 407 9" O.C. TY? A 2 IN. DIAMETER TEMPORARY HOLE FOR DRAINAGE SHALL BE PLACED AT SUBGRADE ELEVATION OR A MINIMUM THREE INCHES BELOW ROAD BASE. THE HOLE SHALL BE PLUGGED WITH CONCRETE BEFORE ACCEPTANCE OF THE INLET. C e rE n I 11 I I I I I I I I I I I I I iTIM- I I I I I I I I I I I I I I 409 502 412 3'- 4" II II It 11 JO IP I I I I I I 413 3" CLR. 2" CLR. 503 51" O.C. 8" WING FL 402 11" 0.0. 401 11" O.C. 3" CLR. 401 11" O.C. • • • • U Ir I r 601 INLET STEPS REQ'D.FOR ALL H 3'-6" 16" MAX. 407 9" O.C. U 3-411 11" 0.C. SECTIONS C -C & D -D (DOTTED BARS ARE IN SECTION D -D) 406 405 6" O.C. 6" O.C. SECTION B -B END VIEW 3" CLR. NOTE: MANHOLE RING AND COVER, STATION POINT AND OUTFLOW PIPE SHALL BE LOCATED AT THE SAME END OF THE INLET. 2" ALL AROUND CURB INLET - TYPE R 1 OF 2 OWNER/DEVELOPER: r ...-:4)!,1".qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Lagistics I Planning I design In d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (4 OF 5) SHEET NUMBER: DR03.04 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSDRAINAGE.DWG N 0 01 U) z CD w 0 0 0 01 z w 0 u Lu , > aJ z Lu o >- < (NI o(NI Z coo Uf E w LI] W m < 0 0 z I- 11-1 oo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 9 10 H G F E D C B A MARK BAR # OR SIZE O.G SPACING TYPE ALL INLETS INLETS: H <- 5 FT. INLETS: H > 5 FT. L = 5 FT. L = 10 FT. L = 15 FT. L = 10 FT. L = 15 FT. NO. REQ'D. LENGTH NO. REQ'D. LENGTH NO. REQ'D. LENGTH NO. REQ"D. LENGTH NO. REQ'D. LENGTH 401 4 11" II 15 * 21 * 26 * 11 * 11 * 402 4 11" II 7 * 13 * 18 * 7 * 7 * 403 4 9" II * 4'-0" * 4'-0" * 4'-O" * 4'-0" * 4'-O" 8.4 786 4'-6" 4'-2" 3'-2" 12 9 3.9 334 6.4 571 405 4 6" VI 11 6'-10" 21 6'-10" 31 6'-10" 11 6'-10" 11 6'-10" 406 4 6" VIII 7 8'-10" 7 13'-10" 7 18'-10" 7 8'--10" 7 8'-10" 407 4 9" II * 5'-10" * 1O'-10" * 15'-10" * 5'-10" * 5'-1O" 408 4 12" Il 3 6'-10" 3 11'-10" 3 16'-0" 3 11'-10" 3 16'-0" 409 4 8" II 6 5'-10" 6 1O'-10" 6 15'-10" 6 10'-1O" 6 15'-10" 410 4 11" VII 6-2" 5-5" 20 17 20 10 3 * 3 * 411 4 11" II 6'-8" 5-11" 22 19 22 12 3 5-2" 3 10-2" 412 4 11" II 7'-2" 6'-5" 24 21 23 14 3 2'-9" 3 2'-9" 413 4 9" Il 7'-8" 6'-11" 24 21 24 14 7 10'-1O" 7 15-10" 9.0 954 9'-6" 9'-2" 8'-2" 7'-5" 26 23 26 16 6.2 499 7.8 732 501 5 51" IV 11 3'-4" 22 3'-4" 33 3'-4" 22 3'-4" 33 3'--4" 502 5 5%" III 9'-2" 8'-5" 28 25 28 18 11 11'-5" 17 11'-5" 503 5 5%" II 5 3'-6" 16 3'-6" 27 3'-6" 6 3'-6" 6 3'-6" 504 5 5/" IX 5 8'-4" 601 6 21" V 2 8'-1O" 2 8'-10" 2 8`-10" 2 8'-10" 4 8'-10" •8[8.5 1 5'-1O" 1 1O'-10" 1 15'-10" 1 10'-10" 1 15'-10" 2 BARS, 1 RODS 4 BARS, 3 RODS 8 BARS, 5 RODS 4 BARS, 3 RODS 8 BARS, 5 RODS * VARIABLE REFER TO TABLE TWO. INCLUDE #4, 18 IN. BARS (SEE CHANNEL LAYOUT). TABLE ONE BAR LIST FOR CURB INLETS, TYPE "R" REGULAR INLETS DROP BOX INLETS "H" LENGTH NO. REQ'D. NO. REQ'D. L = 5 F. L = 10 F. L = 15 FT. REGULAR DROP 401 402 410 BOX CONC. CU. YDS. STEEL LBS. CONC. CU. YDS. STEEL LBS. CONC. CU. YDS. STEEL LBS. 403 407 403 407 3'-0" 2'-8" 1'-8" 10 7 3.2 285 5.3 497 7.4 706 3'-6" 3'-2" 2'-2" 10 7 3.4 305 5.7 528 7.9 747 4'-0" 3'-8" 2'-8" 12 9 3.7 326 6.0 559 8.4 786 4'-6" 4'-2" 3'-2" 12 9 3.9 334 6.4 571 8.8 803 5'-0" 4'-8" 3'-8" 14 11 4.1 354 6.7 602 9.3 844 5'-6" 5'--2" 4'-2" 3'-5" 16 13 15 6 4.4 375 6.0 607 7.4 850 6'-0" 5'-8" 4'-8" 3'-11" 16 13 16 6 4.6 382 6.2 616 7.6 860 6'-6" 6'-2" 5-2" 4'-5" 18 15 18 8 4.8 402 6.4 637 7.8 880 74-0" 6'-8" 5'-8" 4'-11" 20 17 19 10 5.0 423 6.6 654 8.0 897 7'-6" 7'-2" 6-2" 5-5" 20 17 20 10 5.3 430 6.9 664 8.3 907 8'-O" 7'-8" 6'-8" 5-11" 22 19 22 12 5.5 451 7.1 684 8.5 927 8'-6" 8'-2" 7'-2" 6'-5" 24 21 23 14 5.7 471 7.3 702 8.7 944 9'-O" 8'-8" 7'-8" 6'-11" 24 21 24 14 6.0 479 7.6 711 9.0 954 9'-6" 9'-2" 8'-2" 7'-5" 26 23 26 16 6.2 499 7.8 732 9.2 974 10`-0" 9'-8" 8'-8" 7`-11" 28 25 27 18 6.4 520 8.0 749 9.4 992 10'-6" 10'-2" 9'-2" 8'-5" 28 25 28 18 6.7 527 8.3 759 9.7 1001 11'-0" 10'-8" 9'-8" 8'-11" 30 27 30 20 6.9 547 8.5 779 9.9 1022 NOTES: FOR L=5 FT., L=10 FT., AND L=15 F. REGULAR INLETS: TOTAL QUANTITIES NEEDED ARE OUTSIDE THE HEAVY BLACK LINE. DROP BOX INLETS: TOTAL QUANTITIES NEEDED ARE INSIDE THE HEAVY BLACK LINE. STEEL WEIGHTS DO NOT INCLUDE STRUCTURAL STEEL CHANNEL. TABLE TWO BARS AND QUANTITIES VARIABLE WITH "H" CHECKERED TOP DESIGN PLAN VIEW 23/8" ELEVATION VIEW MANHOLE COVER (TYP.) TYPE II LENGTH 30" 241" ELEVATION VIEW WEIGHTS: COVER = 125 LBS. + RING = 135 LBS. MANHOLE RING (TYP.) TOTAL = 260 LBS. TYPE ill 44" 31" 41" 21" 502 TYPE IV 8" 11" TYPE V 3 GENERAL NOTES 1. CONCRETE SHALL BE CLASS B. INLET MAY BE CAST -IN-PLACE OR PRECAST. 2. CONCRETE WALLS SHALL BE FORMED ON BOTH SIDES AND SHALL BE 8 IN. THICK. 3. INLET STEPS SHALL BE IN CONFORMANCE WITH AASHTO M 199. 4. CURB FACE ASSEMBLY SHALL BE GALVANIZED AFTER WELDING. 5. EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4 IN. CURB AND GUTTER CORNERS SHALL BE FINISHED TO MATCH THE EXISTING CURB AND GUTTER BEYOND THE TRANSITION GUTTER. 6. REINFORCING BARS SHALL BE DEFORMED AND SHALL HAVE A 2 IN. MINIMUM CLEARANCE. ALL REINFORCING BARS SHALL BE EPDXY COATED. 7. DIMENSIONS AND WEIGHTS OF TYPICAL MANHOLE RING AND COVER ARE NOMINAL. 8. MATERIAL FOR MANHOLE RINGS AND COVERS SHALL BE GRAY OR DUCTILE CAST IRON IN ACCORDANCE WITH SUBSECTION 712.06. 9. SINCE PIPE ENTRIES INTO THE INLET ARE VARIABLE, THE DIMENSIONS SHOWN ARE TYPICAL. ACTUAL DIMENSIONS AND QUANTITIES FOR CONCRETE AND REINFORCEMENT SHALL BE AS REQUIRED IN THE WORK. QUANTITIES INCLUDE VOLUMES OCCUPIED BY PIPES. 10. STRUCTURAL STEEL SHALL BE GALVANIZED AND SHALL BE IN ACCORDANCE WITH SUBSECTION 712.06. 23" 24" 23" 2 #4 BARS FOR 5 F. INLET ONE 114 IN. HOLE 29" 24" 24" 24" 29" _ } 12"112" 6" Rol fi o II 01 35" 30" 30" 35" 10-10" 17" 22" 22" 22" 24" , 2 18" 4 #4 BARS 4 FOR 10 F. INLET THREE 1 4 IN. HOLES 8[8.5 SECTION AT HOLE (TYP.) 1 \I 4 1 4" I: 11/2 HOLE 3j 8" 22" , 22" 17" 4" 0 4" a 12"12"h- D 11 ill E 0 4" 4" ▪ 35" 30" i _ 30 TYPE VI �-� 30" 30" 35" 15'-10" CHANNEL LAYOUT DETAILS SEE CURB FACE ASSEMBLY ON SHEET 1. PI 405 TYPE VII 12" - -I VARIES 410 L 8 #4 BARS FOR 15 FT. INLET FIVE 11/2 IN. HOLES TYPE VIII TYPE X 20 406 �-I VARIES BAR BENDING DIAGRAMS (DIMENSIONS ARE OUT -TO -OUT OF BAR) 7 212" 504 34" 'L t i 44"-.4 CURB INLET - TYPE R 2 OF 2 OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design In d C cc cc 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: DRAINAGE STRUCTURE DETAILS (5 OF 5) SHEET NUMBER: DR03.05 1 2 4 5 6 7 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSOILSGEOHAZARDS.DWG N O O (n (n Z CD (7 w 0 O O O (n z w 0_ (n Lu > a0 Lu O r O \� Z co 0 0 •- m jwI A o LI] wm Q o I- I - woo J J Li 0_ 0_ H G F 3 4 5 6 8 9 10 — 7- r MMICIMMFA — MNo1--- -- - r/ 0 0 r\ 0 N O -- . . 1 \ \C y .L --•— - - SECTION LINE TOWNSHIP LINE -- -- 1� 1\ \ \ \ \ \ 1 \1 \\ 11\ \ \1 \\ \ 11 \ \ \ N N \ \ \ ••• E D C B I • • , 0 I o \ . . • .1 ' • ,\ a • • v9 \ ,9 ' ,., tS� 6'O \`• • S • C' • • \ • • • • • \\ \ \ ,\ J EXIST. BIKE PATH \ \\ \ \ \\, \ I \06\ \, \ \ \\ � \. \. • EXIST S\ \\, GLENWOOD. 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SLOPES GREATER THAN 20% HAZARD ZONE 1 (INCLUDING BUFFER) HAZARD ZONE 2 HAZARD ZONE .3 100 0 100 200 SCALE IN FEET GEOLOGICAL HAZARDS (EXISTING CONDITIONS) HAZARD ZONE 1 SINKHOLE HAZARD ZONE 1 AREAS ARE WHERE SINKHOLES WERE OBSERVED IN THE FIELD OR ON AERIAL PHOTOGRAPHS. THE LIMITS OF THE HAZARD ZONE WERE BASED ON AN 80—FOOT SETBACK FROM THE CENTER OF THE SMALL SINKHOLES AND AN 80—FOOT SETBACK FROM THE RIM OF THE LARGE SINKHOLES. THE RISK OF NEW SINKHOLES OR EXISTING SINKHOLE REACTIVATION IN ZONE 1 IS HIGH DURING A REASONABLE EXPOSURE TIME FOR THE PROPOSED DEVELOPMENT. HAZARD ZONE 2 SINKHOLE HAZARD ZONE 2 AREAS ARE WHERE SINKHOLES HAVE NOT BEEN OBSERVED IN THE FIELD OR ON AERIAL PHOTOGRAPHS, BUT ALIGN WITH WELL DEFINED TRENDS OF KNOWN SINKHOLES. IN OUR OPINION, THE RISK OF NEW SINKHOLES IN ZONE 2 IS UNCERTAIN BASED ON THE INFORMATION AVAILABLE AT THIS TIME OTHER THAN THE RISK IS BETWEEN THE RISKS ASSOCIATED WITH ZONE 1 AND ZONE 3. HAZARD ZONE 3 SINKHOLE HAZARD ZONE 3 COVERS ALL PARTS OF THE PROJECT THAT ARE NOT IN ZONE 1 OR ZONE 2. THE RISK THAT A NEW SINKHOLE WILL DEVELOP AT A SPECIFIC BUILDING SITE IN ZONE 3 IS LOW DURING A REASONABLE EXPOSURE TIME FOR THE PROPOSED DEVELOPMENT. THE RISK IN ZONE 3 DOES NOT APPEAR GREATER THAN THE RISK AT EXISTING BUILDINGS AND OTHER FACILITIES IN THE TOWNS OF GLENWOOD SPRINGS AND CARBONDALE AND ALONG THE ROARING FORK RIVER VALLEY BETWEEN THE TWO TOWNS. THE LOW RISK AT A SPECIFIC BUILDING SITE IN THIS AREA IS INFERRED FROM THE LARGE EXTENT OF THE SINKHOLE PRONE AREAS IN THE WESTERN COLORADO EVAPORITE REGION IN COMPARISON TO THE SMALL NUMBER OF NEW SINKHOLES THAT HAVE DEVELOPED DURING HISTORIC TIMES. STEEP TERRACE ESCARPMENT STEEP TERRACE ESCARPMENTS THAT COMMONLY HAVE SLOPES OF ABOUT 60 PERCENT AND VARY FROM 40 TO 80 FEET HIGH ARE PRESENT ALONG THE ROARING FORK RIVER AND THE LOWER REACHES OF CATTLE CREEK. THESE ESCARPMENTS ARE POTENTIALLY UNSTABLE AND IN SOME CASES HAVE BEEN FURTHER DESTABILIZED DUE TO PIPING ASSOCIATED WITH IRRIGATION WATER FROM THE PREVIOUS AGRICULTURAL ACTIVITIES ON THE PROJECT SITE. THE ESCARPMENTS ARE LOCATED ALONG THE WESTERN MOST PROPERTY LINE AND ENCROACH INTO THE RFC CONSERVATION EASEMENT. THESE AREAS CAN CONTRIBUTE TO SEDIMENT PRODUCTION DURING RAIN AND FLOOD EVENTS OR IN ASSOCIATION WITH EXCESSIVE IRRIGATION. ACTIVE STREAM BANKS EROSION ACTIVE STREAM BANK EROSION DURING HIGH FLOOD FLOW IS OCCURRING ALONG THE ROARING FORK RIVER AND CATTLE CREEK IN SEVERAL AREAS WHERE THESE STREAMS FLOW ALONG THE BASE OF THE STEEP TERRACE ESCARPMENTS FURTHER DESTABILIZING THE STEEP TERRACE ESCARPMENTS. THESE AREAS CONTRIBUTE TO SEDIMENT PRODUCTION DURING RAIN AND FLOOD EVENT. THESE AREAS ALL LIE OUTSIDE THE BOUNDARIES OF THE PROJECT SITE WITHIN THE RFC CONSERVATION EASEMENT. NDIE FOR GEOLOGICAL HAZARDS (PRELIMINARY MITIGATION), SEE SHEET B01.04. OWNER/DEVELOPER: :4)!HU. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. LogdahlanningIDesign co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN SHEET NUMBER: 2 3 4 5 6 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSOILSGEOHAZARDS.DWG N O O (n () Z CD (7 w 0 0 0 O (n z w (n Lu . > a0 O O \� Z co 0 J m jLI; I A 6 L:Li w m Q o 0 Z I— I- 11-1 0 0 —woo I J J 2 3 4 5 6 8 9 10 H G F E FURTHER INVESTIGATION AREA (SEE PRELIMINARY MITIGATION, STEEP TERRACE ESCARPMENT, SHEET B01.04) PROP. 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WATER ,,' QUALITY POND R INVESTIGATION PRELIMINARY MITIGAT E STREAM • 100 100 200 SCALE IN FEET ill II \I, \010 I 11 T. CDOT ROW II Ill II L- 214 - : ism : I: 1:::::::: • ,-`-'111"--4,,a,,,,,,%, \). ir II 1 MB • 1 TOWNSHIP LINE • P. BRIDG 130 EXIST. BRIDGE (TO BE REMOVED) I is if / ROP. • • ss • • • EXIST. (TO TRUCTURE E REMOVED) MATCHLINE SEE SHEET B01.03 • Ai OWNER/DEVELOPER: :4)f,www:mir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 MENNEMENNIMIIIIW•Fil Et_ EVEMEMENNERIMINJEffirillE MATCHLINE SEE SHEET B01.03 • Ai OWNER/DEVELOPER: :4)f,www:mir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. 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MATCHLINE SEE SHEET B01.04 SECTION LINE \\\ \\:\ FURTHER INVESTIGATION AREA ' (SEE PRELIMINARY MITIGATION, LoTs, SHEET B01.04) 100 100 200 SCALE IN FEET /—\ 1E, XIST. BIKE PAT!:\\ 1\ \ \‘')-4:\ \\\Lki ' FURTHER INVESTIG;T\IO\N AREA (SEE PRELIMINARY MITIGATION, It OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co el 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSOILSGEOHAZARDS.DWG N 0 0 01 U) z CD C w 0 0 0 O 01 z w a_ Cnw > 00 LLI J 0 >- < (NI o(NI Z CO J M jLI] I A LI] w m Q o0 P- P - w 00 J J J L� a_ 0 2 3 4 5 6 8 10 H G F E D C B ss 100 N 0 100 200 SCALE IN FEET \ • N N N 6990 • s9 N •90 00\\�S MATCHLINE SEE SHEET B01.03 4b4,,19 'tic EXIST. GLENWOOD DITCH \ v v\ v\v v \ \\Z \\ \, rn \ \ \ \\\ o \ \\ 1 \\\\ \\ \ \ \\ EXIST. BIKE PATH . \ \ \\ \ \ \ \\\ \ \�\ \ \ \ \\ \ jog \ �\ \ �\ I 1 \ N. lA 1\ V \ \ \\ \\ \\ \ \ \� I \ A 1 0 .i \ \ \ \ �\ \ O \\ \\ \ \ \ v./..\ \ \ 1 \ \ I1 \\\ \ \ \ \\ \ \\ \ \\ \\ \ \ \\ \\ \ \\ \ \ \ c,\ \\\ q \\ \ \ C\ \ \ \ \ \ :\ 1 \\\\\\ k\s\\ \ o\VA \\ \\ \\ \ \� \ v \ V A v A \ \\\\\\ `\\\\ \\\\\\ \R\ \ \ vvvvA \ :A 1 \ \\ A \ A \A\V \ v v+\ I \__„\\\,,,, \\ \ \ \ \ \\ R. \ \ \ \ \ \\ ` 1 \ `\ \121 \, \ \ \\\\ \ \ \\ \0:8 13 0 \\\\ vv v V �\ \ AA \ \\ �\\\\ \� \ V A \\ \ \VA\ \ \ \ \\\ vv °� � \\ ‘ \\ \\\ \\ vV\ \ \\ \ 1 \ \ �' 'V A \\\ \ \\ \� ‘\\ \. \ �\ \\ T��- 1, I A A\ �\ \ A A VA V A, A\ \ \ \\ \ \ \ \\ ♦\ \ \ \ \\ \ \\ \ \� \ \ ' \\\, \ \\ \ \ \\ \ \ \ \ \\ \ \\\ \\ \�, \\\ \\\\\,\\\\\• \ \\ \\\ \\\ \\ • \ \ • \ `mss o vv \\\ v \ \\ $ \ \ \\ \ `\ V \\\\\\ \\ \ cG\\\\\ .. \\\\\\\ \\ \ o \ \\\' \ \ o� \\ \\\\'\\ \\X\0\\v\ \\ I vv\ \\ \\\\\ \\\\\\�\\�\ \\\\\\ �, / \\\\\\ \ / \ \\%-\ \\\ \\\\\\\\\ \\ \\\ \\\ \\\h\\\ \ \\ \\\\\\\\ , \ - `\\\\\ \\\\�\'v\ N�\\\ \\\\ \\\'\'\ \,\\\\\\ \\\\\\\\\\\\ \\\\\\�\\y\\` \\ \ \ \\4\,\'\\,,\\\.\\,,,\\\\'''\\\,\,\\\\\'`\(_\\,_ \\\\\ , \ • ,.\\\\ \ \ \� \ \\\ \\\\\\ \\ \\`\ \\\ \ \ \\\\\\-1\\,\ \ ‘, \\-,\\\ \ ♦ A ♦ ■EI\\•••••■ — — ■■■■lI■■■■■■■■■ ..,— `, `\` ■■■■■■■OLAP\■■■■■\. \ \ A■■■■■■■■■■EEINE■■■ L �, 1 I \• , ■■■■■■■I1IiII■■■■ voles■ I■■■■■■■S■■iP■■CIE■■■ \ \ I \• 1 \/ I \ /\ \ I \ \\ \ I ■■■■■ii■■Q■fl1■■■■■■■■1 \ ■O■Y■■■EINFINE■I■I■■■ \ ■MIM■■■■(SIE■E■N■CCI■■■\ \\ ■■■■■■■■■■■C ■■■IMMENNIN , A ■■■E■Ci■■■■■ME■CCISCC IEMEN \ I1■■■■■I■■■■■III■■■■■Ita■■■■\ MINE■I■■■■■■■■■0■■■■■■■■■■ \ \ I■■■■li■■■■■■■■■C■■■■■■■■■■ . ■E■■!■■■E■■■■■■■■■■■■■■■E■■ 1-\\ 1■■■■I■■■■■■■■■■■E■■■■■■■■■ f ■■■■Is■■■■■■■■■■■IMMEN■■■■■■■ s r Ifl■■Ia■■■■■■■■■■■Ili■■■■■■■■■ I _l e■■II■II■■■■■■■■■■■o■■■■■■■■ MIEMN!■■■■■■■■■■M■■■■■■■► 41■i■■■Ci■■■■■■■■■■■■■■■■■■ 'M■■Ii■■■■■■■■■CII MMENIM■■ 11■■e■■■■■■■CJI■■■■■■■■■ .I ,IRI■■■■■■■eI■■■■■■■■ 'i ■■■o■■■■■■■■ ' t■■■ • , 1 F ` /!. 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BIKE PATH . \ \ \\ \ \ \ \\\ \ \�\ \ \ \ \\ \ jog \ �\ \ �\ I 1 \ N. lA 1\ V \ \ \\ \\ \\ \ \ \� I \ A 1 0 .i \ \ \ \ �\ \ O \\ \\ \ \ \ v./..\ \ \ 1 \ \ I1 \\\ \ \ \ \\ \ \\ \ \\ \\ \ \ \\ \\ \ \\ \ \ \ c,\ \\\ q \\ \ \ C\ \ \ \ \ \ :\ 1 \\\\\\ k\s\\ \ o\VA \\ \\ \\ \ \� \ v \ V A v A \ \\\\\\ `\\\\ \\\\\\ \R\ \ \ vvvvA \ :A 1 \ \\ A \ A \A\V \ v v+\ I \__„\\\,,,, \\ \ \ \ \ \\ R. \ \ \ \ \ \\ ` 1 \ `\ \121 \, \ \ \\\\ \ \ \\ \0:8 13 0 \\\\ vv v V �\ \ AA \ \\ �\\\\ \� \ V A \\ \ \VA\ \ \ \ \\\ vv °� � \\ ‘ \\ \\\ \\ vV\ \ \\ \ 1 \ \ �' 'V A \\\ \ \\ \� ‘\\ \. \ �\ \\ T��- 1, I A A\ �\ \ A A VA V A, A\ \ \ \\ \ \ \ \\ ♦\ \ \ \ \\ \ \\ \ \� \ \ ' \\\, \ \\ \ \ \\ \ \ \ \ \\ \ \\\ \\ \�, \\\ \\\\\,\\\\\• \ \\ \\\ \\\ \\ • \ \ • \ `mss o vv \\\ v \ \\ $ \ \ \\ \ `\ V \\\\\\ \\ \ cG\\\\\ .. \\\\\\\ \\ \ o \ \\\' \ \ o� \\ \\\\'\\ \\X\0\\v\ \\ I vv\ \\ \\\\\ \\\\\\�\\�\ \\\\\\ �, / \\\\\\ \ / \ \\%-\ \\\ \\\\\\\\\ \\ \\\ \\\ \\\h\\\ \ \\ \\\\\\\\ , \ - `\\\\\ \\\\�\'v\ N�\\\ \\\\ \\\'\'\ \,\\\\\\ \\\\\\\\\\\\ \\\\\\�\\y\\` \\ \ \ \\4\,\'\\,,\\\.\\,,,\\\\'''\\\,\,\\\\\'`\(_\\,_ \\\\\ , \ • ,.\\\\ \ \ \� \ \\\ \\\\\\ \\ \\`\ \\\ \ \ \\\\\\-1\\,\ \ ‘, \\-,\\\ \ ♦ A ♦ ■EI\\•••••■ \., \\ \ \ `, \ \ \\ ■■■■lI■■■■■■■■■ `, `\` ■■■■■■■OLAP\■■■■■\. \ \ A■■■■■■■■■■EEINE■■■ \• , ■■■■■■■I1IiII■■■■ voles■ I■■■■■■■S■■iP■■CIE■■■ \• 1 ■■■I#■■■IIMENCfl■eI■■■■ ■■■■■ii■■Q■fl1■■■■■■■■1 \ ■O■Y■■■EINFINE■I■I■■■ \ ■MIM■■■■(SIE■E■N■CCI■■■\ \\ ■■■■■■■■■■■C ■■■IMMENNIN , A ■■■E■Ci■■■■■ME■CCISCC IEMEN \ I1■■■■■I■■■■■III■■■■■Ita■■■■\ MINE■I■■■■■■■■■0■■■■■■■■■■ \ I■■■■li■■■■■■■■■C■■■■■■■■■■ . ■E■■!■■■E■■■■■■■■■■■■■■■E■■ 1■■■■I■■■■■■■■■■■E■■■■■■■■■ ■■■■Is■■■■■■■■■■■IMMEN■■■■■■■ Ifl■■Ia■■■■■■■■■■■Ili■■■■■■■■■ _l e■■II■II■■■■■■■■■■■o■■■■■■■■ MIEMN!■■■■■■■■■■M■■■■■■■► 41■i■■■Ci■■■■■■■■■■■■■■■■■■ 'M■■Ii■■■■■■■■■CII MMENIM■■ 11■■e■■■■■■■CJI■■■■■■■■■ ,IRI■■■■■■■eI■■■■■■■■ 'i ■■■o■■■■■■■■ ' t■■■ • \\ \\♦\ ` �\\ \ \\\ c \ \\ \ \ \.\ \ • • \\\\ ` \ Si ` \ ♦ \ • \ \ \ \♦ \ \ \• \` • \\ \ \\ \\\ \ \ Vic.\&,\���\\ \\ \\\; \. GEOLOGICAL HAZARDS (PRELIMINARY MITIGATION) LOTS LOTS HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AND 2 AREAS. LOTS SITED IN THE VICINITY OF OR WITHIN THESE ZONES WILL BE FURTHER INVESTIGATED (I.E. BORINGS TO EVALUATE FOR SUBSURFACE VOIDS) TO DETERMINE IF A LOCATION SPECIFIC MITIGATION WILL BE REQUIRED. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED LOT IN THAT LOCATION WILL BE RELOCATED TO AN APPROPRIATE SITE. UTILITIES UTILITIES HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AREAS. AT THIS PRELIMINARY LEVEL OF DESIGN, SHORT UTILITY SEGMENTS DO CROSS HAZARD ZONE 1 AREAS. PRIOR TO FINAL DESIGN, FURTHER INVESTIGATIONS WILL BE PERFORMED AND A LOCATION—SPECIFIC MITIGATION PROGRAM MAY BE DEVELOPED IN COORDINATION WITHIN THE GEOTECHNICAL ENGINEER. BASED ON CURRENTLY AVAILABLE INFORMATION, AT A MINIMUM, THE AREAS WILL BE OVER—EXCAVATED TO A MINIMUM DEPTH OF 5 FEET BELOW THE DESIGN INVERT, SELECT FILL PLACED (COMPACTION AT 95 PERCENT STANDARD PROCTOR) AND A SLEEVED UTILITY INSTALLED. SHOULD INVESTIGATIONS DEEM FURTHER MITIGATION IS REQUIRED TO ACHIEVE THE NECESSARY LEVEL OF PROTECTION; ALL EFFORTS WILL BE BASED ON A GEOTECHNICAL ENGINEER'S RECOMMENDATION, WITH THE FOCUS BEING ON MINIMIZING DAMAGE TO THE INSTALLED UTILITY. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED UTILITY IN THAT AREA WILL BE REALIGNED TO AN APPROPRIATE LOCATION. DRAINAGE STORMWATER CONVEYANCE CHANNELS AND STORAGE FACILITIES HAVE BEEN CURRENTLY PLANNED TO GENERALLY AVOID HAZARD ZONE 1 AREAS. IN AREAS WHERE SHORT SEGMENTS OF CONVEYANCE CHANNELS CROSS HAZARD ZONE 1 AREAS, FURTHER INVESTIGATIONS WILL BE PERFORMED AND A LOCATION—SPECIFIC MITIGATION PROGRAM WILL BE DEVELOPED. IN ADDITION, IN AREAS WHERE STORAGE FACILITIES ARE LOCATED IN THE VICINITY OF HAZARD ZONE 1 AREAS (NONE ARE CURRENTLY SITED WITHIN THIS ZONE), FURTHER INVESTIGATIONS WILL BE PERFORMED TO DETERMINE IF A LOCATION—SPECIFIC MITIGATION PROGRAM WILL BE REQUIRED. BASED ON CURRENTLY AVAILABLE INFORMATION AND THE PRELIMINARY DESIGN, IT HAS BEEN DETERMINED THAT A BEST MANAGEMENT PRACTICE (BMPS) FOR THESE CONDITIONS, AT A MINIMUM, IS TO LINE ALL MAJOR WATER CONVEYANCE AND STORAGE FACILITIES IN AN EFFORT TO MINIMIZE WATER INFILTRATION. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED CHANNEL OR STORAGE FACILITY IN THAT AREA WILL BE REALIGNED OR RELOCATED TO AN APPROPRIATE LOCATION. STEEP TERRACE ESCARPMENTS PLANNED DEVELOPMENT WITHIN THE PROJECT SITE DOES NOT DIRECTLY ENCROACH INTO ANY EXISTING STEEP ESCARPMENTS. HOWEVER, IN AN EFFORT TO REDUCE FURTHER DEGRADATION AND INCREASE THE SAFETY OF THE TRANSITIONAL AREAS (I.E. AREAS ACCESSIBLE TO HOME OWNERS AT THE TOP OF THE ESCARPMENTS) THE PRE—DEVELOPMENT RECLAMATION ACTION, AS DESCRIBED IN THE RECLAMATION PLAN, PROPOSES ACTIVITIES TO STABILIZE MANY OF THESE AREAS WITHIN THE PROJECT SITE. ADDITIONAL MITIGATION EFFORTS OUTSIDE THE PROJECT SITE, ON THE RFC CONSERVATION EASEMENT, HAVE BEEN DISCUSSED WITH THE RFC. BASED ON AVAILABLE INFORMATION, MANY OF THESE TRANSITIONAL AREAS HAVE BECOME UNSTABLE OR ARE SINKING PRIMARILY DUE TO WHAT IS KNOWN AS "PIPING FAILURES" (I.E. THE REMOVAL OF FINE PARTICLES). THE LEVEL OF MITIGATION FOR THESE AREAS WILL DEPEND ON THE SITE CONDITIONS (DETERMINED THROUGH FURTHER INVESTIGATIONS) AND LEVEL OF DEVELOPMENT ACTIVITY WITHIN THE VICINITY OF THE STEEP ESCARPMENT. FOR EXAMPLE, IN AREAS WHERE "LIMITED ACTIVITY" OPEN SPACE IS PLANNED, ONE FORM OF MITIGATION FOR THESE AREAS MAY INCLUDE THE EXCAVATION OF THE AFFECTED AREAS, PLACEMENT OF FILTER FABRIC SIZED TO REDUCE THE RELEASE OF FINER PARTICLES, COMPACTION OF SELECT FILL AND ARMORING THE OUTER EDGES WITH ROCK. IN OTHER AREAS WHERE DEVELOPMENT INFRASTRUCTURE IS CURRENTLY PLANNED IN THE VICINITY OF A STEEP ESCARPMENT (NO HOMES SITES ARE SITED NEAR STEEP ESCARPMENTS), MORE ROBUST FORMS OF MITIGATION MAY BE REQUIRED TO ACHIEVE THE NECESSARY LEVEL OF PROTECTION (THIS INCLUDES NOT ALLOWING POND OUTLETS ON UNSTABLE SLOPES). ALL MITIGATION EFFORTS WILL BE BASED ON A GEOTECHNICAL ENGINEER'S RECOMMENDATION, WITH THE FOCUS BEING ON MINIMIZING FURTHER PIPING AND STABILIZING THE ALREADY IMPACTED AREAS TO PREVENT CONTINUED DEGRADATION. IN THE EVENT THAT MITIGATION TO THE PROPER LEVEL OF PROTECTION CANNOT BE ACHIEVED, THE PRELIMINARILY PLANNED INFRASTRUCTURE IN THAT AREA WILL BE REALIGNED OR RELOCATED TO AN APPROPRIATE LOCATION. ACTIVE STREAM BANKS EROSION AREAS OF OBSERVED ACTIVE STREAM BANK EROSION ARE LOCATED ENTIRELY OFFSITE WITHIN THE RFC CONSERVATION EASEMENT. WHILE THESE AREAS DO IMPACT THE STEEP TERRACE ESCARPMENTS, THEY DO NOT GENERALLY PLACE THE PROJECT AT RISK. NO MITIGATION IS REQUIRED. HOWEVER, AS WITH THE STEEP TERRACES, CI HAS PROPOSED TO THE RFC THAT SOME MITIGATION BE DONE TO THESE AREAS TO PRESERVE THE CONSERVATION VALUES WITHIN THE RFC CONSERVATION EASEMENT. APPROVAL OF THE PRE—DEVELOPMENT RECLAMATION PLAN ACTIONS PROPOSED WITHIN THE RFC CONSERVATION EASEMENT WILL BE SOUGHT PRIOR TO UNDERTAKING SUCH ACTIONS. AS PROPOSED, THESE RECLAMATION ACTIONS TO ARMOR THESE AREAS COULD HAVE BENEFIT TO THE ENVIRONMENT AND THE PROJECT SITE BY MINIMIZING THE RELEASE OF SEDIMENT. IF APPROVED BY THE RFC, THESE AREAS WILL BE FURTHER INVESTIGATED AND A DETAILED MITIGATION PROGRAM DEVELOPED. GENERAL SEE HAZARD MITIGATION PLAN (REPORT) FOR FURTHER INFORMATION ON HAZARDS AND SEE RECLAMATION PLAN (DRAWINGS AND REPORT) FOR SPECIFIC ACTIONS. OWNER/DEVELOPER: .41,!ovw.m.p.w.E D� f � COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. Logistics I Planning I Design L d c co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: HAZARD MITIGATION PLAN (4 OF 4) SHEET NUMBER: B01.04 2 3 4 5 6 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSEWAGEWATER.DWG N O 01 U) z CD U) w 0 O O O 01 F- z w F O 0 w z 00 LLI J O r 0 Z CO J M Q E LI] U L;j w m < 0 0 z F- woo J J J CL 10 .. - - .. .. ..-.. .. .. .. N— SECTION LINE .. .. TOWNSHIP LINE 1\ 7 cti X \ X \\ \\5RpW EP ���N� \ \\ .. . , Y/ SCC///// / / j/ • N% \ \` • • • i i II /// ,01 \ • • •\ I • \\ \ EXI T. GLENWOOD DITCH (TO REMAIN) \' • �\ PROP. TRAIL END PROP. DITCH ,\ EXIST. (T i I 1 1 1 \ \ N \ \ \ \\ \ , • • \ \ ILENWOOD LOCATION • • • \ \\ •• \ 1 •• 1 \ \ 1 1 11Q \I I 11 1I II I 1 I \ LENWOOD DITCH \ BE RELOCATED) 11 1 1 _ _I I- \ 1 \ • • • • I • 1 1 • • • 1 • PROP. RELOCATED GLENWOOD DITCH • \\ • 1 \\\\A\ R \ \ \\\( \\\\ Is\ \ \\ \\ \\\\ \ \• \\ \ • • 1 • • 1 / / / I / I I 0\ PROP. WATER QUALITY POND • • 1 \ •\ • • 1 • \ 1 • • • • • \ \\c_\ ‘0 / . \ \ \ „‘ \\ //// \ \ ----- \ \\\\ \ \'\\ • \ % \\\ \\\\ \\ \ \\\ \ x \ \ --A \ \ \ \ \` \ *$ \\\\ \ 1\\ \ — ---- —— — - —‘ \ ‘ \ \\\ \t4 \ \ \--- \\\ \ \\ \\\\\\\\ \ \ \\ \ N __-, * \\\ \ \ o \\\ \ \t\'‘\\\ \ __-_-_=--\ \ r______ ,- \ . \\ \ <\\. _ a__ . ..‘ \ • • rINA • MATCHLINE SEE SHEET SW01.02 • • GENERAL NOTES: THE PRESENTED SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN HAS BEEN DEVELOPED USING ROARING FORK WATER AND SANITATION DISTRICT CRITERIA AND STANDARDS (RULES AND REGULATIONS DATED FEBRUARY 2007). WATER: • 8— INCH MIN. LINE SIZE (DUCTILE IRON PIPE) • 66— INCH MIN. DEPTH OF BURIAL • FIRE HYDRANT SPACING AT 400 FEET MAX. • FIRE HYDRANTS LOCATION IN GARDEN HOME TRACTS ARE SHOWN FOR INFORMATION ONLY. FINAL FIRE HYDRANT LOCATIONS WILL BE DEFINED AT TIME OF FINAL PLAT. • VALVES ARE NOT YET PRESENTED IN THE PLANS, BUT PLACEMENT SHALL BE AT EVERY INTERSECTION AND AT A MAX. SPACING OF 500 FEET. FINAL VALVE LOCATIONS SHALL BE DEFINED AT TIME OF FINAL PLAT. • THE PROPOSED WATER SYSTEM IS DESIGNED FOR MAXIMUM DAY DEMANDS WITH A COINCIDENTAL FIRE FLOW. MULTIPLE PRESSURE ZONES ARE NOT ANTICIPATED, BUT FINAL DESIGN RESIDUAL PRESSURE OF 20 PSI IS PLANNED. SEWER: • 8 — INCH MIN. LINE SIZE (P.V.C.) • 2.0 F.P.S MIN. PEAK VELOCITY • MIN. SLOPES • MANHOLE SPACING AT 400 FEET MAX. • AVERAGE DEPTH OF BURAL PRESENTED G APPROXIMATELY 12 FT. (SHALLOWEST = 5 FT. AND DEEPEST = 25 FT. LOCATED NEAR CROSSING CATTLE CREEK) 100 0 100 200 SCALE IN FEET OF OWNER/DEVELOPER: tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: et 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSEWAGEWATER.DWG N 0 0 (n U) Z CD (7 W 0 0 0 O (n z w a_ Cn (n OR > a0 Lu J O r O \� Z co 0 J m C.) LI] A w w m Q o 0 I- I -LI oo _I J J Li 0 11 2 3 4 5 6 7 8 9 10 H G F E D C B i i r i PROP. WATER QUALITY POND --- PROP. RELOCATED GLENWOOD DITCH Tf EXIST. GLENWOOD DITCH MATCHLINE (TO BE RELOCATED) SEE SHEET SW01.01 .----- • • It \ BIKE PATH 20 • PROP. TRAIL 0 RFS P\\ i9 L ROW -_� • \ 1 7 PROP. RETAINING WALL • • • • PROP. WATER QUALITY POND 100 0 100 200 SCALE IN FEET II Ill lb III Illb� pc.,I ill It I I Ilb\ _I� IIb II II � .lIII Il\I \ CDOT ROW • • - PROP. WATER QUALITY POND \ \ \ \ J C t s N ossassm \ \ \ • \ \\\ \ `, \ • PROP. RELOCATED \\ RFTA TRAIL & UNDERPASS \ STRUCTURE RiVER EDGE DRIVE _ TOWNSHIP ---P-ROP. WATERLINE LOCATION AT PROP. STRUCTURE WILL BE COORDINATED WITH RFTA AT THE TIME OF FINAL DESIGN • l'/ PROP. WATERLINE & SEWER \ EXIST. BRIDGE PROP. GLENWOOD- DITCH RELOCATION (TO BE REMOVED) PROP. • • • • • • • • \ 1 CI.") • • EXIST. GLENWOOD DITCH (TO REMAIN) )(A • MATCHLINE SEE SHEET SW01.03 (11 1LT / 111 _7(• EXIST. BRIDGE (TO REMAIN) MIr • V/P/z,"°>' 111 zz EXTEND PROP. WATERLINE ACROSS% SH82 IN EXIST. BOX CULVER11 FOR CONNECTION TO FUTLIRE WATER SUPPLY TANK CONNECTION uni \ I X OWNER/DEVELOPER: .0,!•vwumE iir% COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSEWAGEWATER.DWG N O O (n (n Z CD (7 w 0 0 0 O (n z w 0_ - O (n R w . > a0 Lu O r O \� Z co 0 0 — J M jwI A L:Li w m Q o 0 Z woo J J Li a_ a_ 1 2 3 4 5 6 7 8 9 10 H G F E D C B — — — — — — — MATCHLINE SEE SHEET SW01.02 PROP. RAW WATER IRRIGATION PRE–TREATMENT POND PROP. TRAIL JI • �I I I I 1 I 1�� I�'I 1 I ,14 • • -410 -/.3. •\ R�vERs�� • • • & `. /. • / `\ ` • / • , • •• . \` ,\ •v • 1 1 I I I III\, I)I I I I I \ I \ II I '\' '. \ \ C —I1 l \. \ II I 1 I II II 1 X11 \ 1 1 I ■ \l1 1 ------- I I II PROP. CONNECTION / , I o RAW WATER ,, I ■ PUMP STATION '/ '/ /,f ' ■ �,l I/ .., i 7 4_274\ ...._1 1 •/a SEE SEWAGE COLLECTION DESIGN REPORT AND SANITARY SEWAGE DISPOSAL PLAN DATED JANUARY 14, 2011 FOR ADDITIONAL INFORMATION ON TERMINUS OF SEWER / / / / // / / / / / / • . • . ` . ` `. `• ti y `• •, \ N N \ / I / \ \ Is. \\\I ' 1 i / / \ I•• '— \ \ II 1 \\ 1 1 1 l SII 1 \\ V i\ ql c 1_. I- — r- — —_—=':::----- =. 2.-- --, \ TO 411 TAI ■rosT • RF ■ ROW ,I EXIST • 50 ■ EASEMENT II I ic1 0 • • • • • 2 a) • • • • • • • • • • c0 co N N. TOWNSHIP LINE • • • 22,4 I \ \ Row —11 • • • • • • • 100 0 100 2 00 SCALE IN FEET • • • • • • • • • • • • • • • • • \ • • • \ • • \ • • • \ z , ', / / ,\z" • • • • • • • • • • • • • tr \ \\ \ — — —_— : _ "2 — — — — - \ I I ,,, , ...., i \ \\ is \ \ \ \ 1 II \ \\ III \ 1 \ \ \ \ It — — \ 11° , \ '-'1\ \ 1 \ \ \\ Ln i • • • • • • • • • • • • • • okk • • • • • • • MATCHLINE SEE SHEET SW01.04 EXIST. GLENWOOD DITCH PP Ela\ OWNER/DEVELOPER: .0,!•vw.,m-„w.E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: et Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANSEWAGEWATER.DWG N 0 0 01 U) z CD C w 0 0 0 O 01 z w a_ 0 uj V), w > 00 2 3 4 5 6 8 9 10 H G F E D B LLI J 0 >- 0 \� Z coo J M jwI A LI] w m Q o0 z I— I— w 00 I J J L� a_ a_ N N MATCHLINE SEE SHEET SW01.03 • — — \ \ i 1 i \ \ EXIST. GLENWOOD DITCH ' iii i� I \\ \` \ i '� ' R \\�\\'\ \\\\ EXIST. BIKE PATH \\ \\ \ \ \\ \ \ \ o \ ` \ \ \ \\ \R \\ \ \R \\ \ x I� II 11 1 11\\ \ \\ \\ \\ \\ \\\ \ \\\ I \\ \ \ 1 \ 1 \\ \ \ \ \� \ \x I \\ \ \, ll : \, \ \\ \ \\ \ \ \\ \\\ \ \� 1 1\\ \ '‘ I I I \ \ \\ \ \\ \\ \ \\ \ \ \ \\\\ \ T\ \ ‘ , 1 1 \\\ \\\n\\\\q\ \\ \\\\\I\ \\ \�\\ \\\\ \ \ \\\\\\\,‘ ��\\\\\ \ \\\.\\\\\\ \ \\\ \\ \ \\\ I \ \\\ °\ \ \\ \\\ \ \\ G , \ \ \ \\�\ \ \ \ \ , J \\ \ \\ \\\ \\ \ \\\ q\\ J 1� \\\ �\ \\\ \\ \ \ \\ \\\\ \ i \\\ \ \ \\ \\ \\ \\\ \\�\ \\ \ x \ \ \\ \\\\\\ \\ \ \ \\ \ \ \ \\q \\ \ \� \ \\\\'k \\ \ \\ \\ �/ �' \ \\\ \\\\\ \\\ \\\\ \\ \ \ / / \\ \\� \\ \\q \` C713- \\\\ QO • 0 \ I \ \ EXIST \ 50\ EASEMENT\ \ \ 4 4\ \ \ • \ \\\\\\\\\\\\\\\\)(\\\ A\ \q \\ \\\\ \ \ \\\ \\\\\;\ \\\ \\\\\\\\\'(\, \\\\ \ \ \\ \ X G� \ • \ \ \\ \\ ce \+ \\ \\\ \ \\\ \\ \ \ \.\\\\ \\�\ \\\ \\\\ \ \\\ \ \\ �' \G\ \ \ \ \\ \\\ .\ \\\\ \ \\\\\\\\\ \\1\ \ \ \\ \\\\ \\ \\\\. \\:\ " \ \ \ °�` \'� •\ \,\\' \ \\\\\\''''\\\ \\� \ \ .\ \\ \\ `\ \\.:\ � \ \ \ CB \\ \ \\ t \ \\\ \ \ \ \ \ \ \\ • " \B \\ \\\\ \ \ \ `\ + \ \ \ \ \ + '\ \ \\ \\ -----j-\��-� \ `\ \\�\\ \`�\ \\\\ •\ �\ \ \� , \. \ \\, \\\� \\ 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Logistics 1 Planning 1 Design L d C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SEWAGE COLLECTION AND WATER SUPPLY AND DISTRIBUTION PLAN (4 OF 4) SHEET NUMBER: SW01.04 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD U) w 0 O O (13O 01 z w0 01 w >0) z Lu J O r o\� Z co 0 U - J M Q E w i1; w m <00 z I- I - woo _J J J L_ 0_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A N 50 0 50 1 F- z 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6060 6050 6040 6030 6020 6010 6000 5990 5980 oq I • ■ ■ 37)3 -� 5' 610/01 (08V1/38043080 8V 17V81 ■ \ I, 12+00 1 ogQ Ago (49 - _QJ� HYDRANT I STA.= 14+29.44 OFF.=21 .99' t 00�------ 14+00-------- • N o Q 0 N C PW 1 1� 1 — Pw SEE NOTE 5 PW / /7/ / /7/ / /' / ---------------------------------- -- ---- —------------- 1 RIVER EDGE DRIVE L�y� 1 ■ 1 1 \ \ 1 \ \ 90° PIPE BEND STA.= 1 1 +28.45 OFF.= 13.58' 11 �1 1 ■ ■ ■ ■ ■ \ , \PROP. 10—INCH D.I P. (TYP.) 1 \ \ 1 \ 1 \ \ \ , \ 22.50° PIPE BEND STA. 16+14.92 OFF. 8.35' 11.25° PIPE BEND STA.=17+01 .44 OFF.=12.21' ♦` 1I I II 1 X X g‹,,/// _///;/ / ;/ Q" NOTES: \ 4 /7- N /7/ 89999 N b8 ,�j; '' ( 8v NOWW0, x 7813V8i , /• 2/ \\ 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 5. PROP. WATERLINE LOCATION AT PROP. STRUCTURE WILL BE COORDINATED WITH RFTA AT THE TIME OF FINAL DESIGN 4 4' MIN. FILL _r EXIST. GROUND PROP. GRAD Mr--) X100 rr) rN M X00 0 0 (.0� F 0 O (0 tO PROP. RFTA TRAIL UNDERPASS STRUCTURE in N N X 10O STORM SEWER 30—INCH RC C76—A UTILITY CROSSING / PROP. 10—INCH D.I.P. (TYP.) SEE NOTE 5 rr) 0 4 0 O (0 10 00 0 O CO N N O N (0100 O 0 O CO N ') tri 0 O (0 N. 0 0 0 t0 "t O 0 s— o O O CO N 0 Cr 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L d C cc ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVER EDGE DRIVE (EAST) SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD U) w 0 O O O z w CLcn w Z� Lu J 0 z 0 w w < 0 z Lu O J J L_ aCN >- f J U CO D w O J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 • • • Co Com. ,, Cbl Oh SS—MH—N50 STA. =1 1 + 78.41 OFF.= -2.07' 22.50° PIPE BEND STA. =1 1 +78.22 OFF. =11.72'/Y/ OO/ ; / / � / /� N // 1/ gam SS—MH—N49 STA.= 12+73.52 OFF.= -8.50' r SS—MH—N48 cc STA.= 15+44.28 OFF.= -8.50' 5+00 • 13490 L 14+00; 1 1 SS—MH—N44 STA.= 16+49.66 OFF.= -8.49' --� 1Ci00� L L I 17+00 L T I 1 _ Tr r+ r PROP. 8—INCH O O co PVC (TYP.) L 1i�i+00 L L 19+00 woo • 22.50° PIPE BEND STA.= 1 1 +08.20 OFF.=8.99' vJ 11.25° PIPE BENDTRAILSIDE DRIVE STA.=12+27.07 OFF.= 14.33' HYDRANT STA.= 1 1 +78.22 OFF.=22.00' • • \ NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. r I I I I HYDRANT STA.= 14+93.46 , OFF.=22.00' �� �• \ \ / `o � ,T T T a a a TEE PIPE BEND STA.=1 6+39.45 OFF.=15.17' L HYDRANT STA.=17+87.1 1 OFF.=22.00' 10 rn I~ N w Z J 2 PROP. 8—INCH 0 D.I.P. (TYP.) I� (c 0� L 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' SANITARY SEWER 10—INCH PVC SDR 35 UTILITY CROSSING EXIST. GROUND PROP. GRADE STORM SEWER 36—INCH RC C76—A UTILITY CROSSING G. O U) N O O CO Io 10+00 PROP. 8—INCH D.I.P. (TYP.) co co N 00 In 00 c0 O OO O (.0 CO CO(0 1 1 +00 L=92' S=2.00% DIA.=8" MATL.=PVC—SDR 35 w 01 .— .00 O ( O in Z O O 1 O O O + cII 11 I : I Cf)II IIUJO II Q u > 0 Vl O E Z N in Tr Co 00 00 c0 O)c0 O OO O (.0 CO CO(0 12+00 N O N1 O) Z N1 '- 00 _ o00co co co 010Cr) J II z II II w O II Q ` > > 0EZZ CO N O O COto 13+00 O) t0 I••• N O O CO Io L=267' S=1.80% DIA.=8" MATL.=PVC—SDR 35 01 N O O COCD STORM SEWER 36—INCH RC C76—A UTILITY CROSSING L=101' S=1.80% DIA.=8" MATL.=PVC_SDR 35 r, M ad N O O CO Io 00 N r.0 4 Z N O) 4 00 O _ In coOc co Cd JII I - z II I II Q ` o E z z N. N O N 1- 0 O CDID 00 V' N 01 N 1- 0 O (.0(0 SANITARY SEWER 8 -INCH PVC SDR 35 UTILITY CROSSING EL=6019.57' IN=6002.31'(N) 1 r0 000 H . N 1- 0 O COID INV. IN=6002.31' 0 z N 4 O CN N O O (0ID L=301' S=1.00% DIA. =8" MATL.=PVC—SDR 35 O) N re) 00 (0ID 14+00 15+00 16+00 17+00 18+00 19+00 6050 6040 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: '6 c r 0. Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 3) SHEET NUMBER: SW02.02 2 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O (n (n z CD C w 0 O O (n z ▪ CL cn O (n w Z� Lu J 0 z 0 w w < 0 0z w O J J L_ aCN >- f J CO 0 U CO 0 w O J CL PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 .. N .. -.. -.. -.. -.. -.. T.. SS—MH—N45 c, .. .. TLE 1TT 1 SS—MH—N46 STA.=19+53.97 STA.=21 +63.66 OFF.=2.65' OFF.=2.65' 20+0021I +00 1 LL1 J L PROP. 8—INCH PVC (TYP.) 22+00 23+00 SS—MH—N47 I STA.=24+82.9 .. iT OFF.=2.65' X24+00 1' .. r .. O � � O SS—MH—N26 STA.=25+33.00 OFF.=2.65' 25+00 26+00 ' .. .. 7' 7' / / / P. .. .. .. SS—MH—N25 STA.=26+94.65 Ns` OFF.= -14.04' • • • x0• 0 • ♦` / ✓ PROP. 8—INCH D.I.P. (TYP.) OC) HYDRANT STA.=21 +47.11 OFF.=22.00' 0 O J 1 J J L _L II D 0 U TRAI;LS16E TAIVE NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. HYDRANT STA.=24+54.57 OFF.=22.00' 7 000 11.25° PIPE BEND STA.=26+26.02 OFF.=13.82' 0O 00 Co T 11.25° PIPE BEND STA.=26+77.46 OFF.=13.66' / s y,` 11.25° PIPE BEND STA.=27+68.06 OFF.=8.60' / SS—MH—N24 STA. =28+ 70.30 OFF.= -10.00' '`00 2g� /o HYDRANT STA.=27+86.86 OFF.=21 .98' / • 1 1 .25° PIPE BEND •' , ,' • STA.=28+41.61 OFF.=15.1 7' • • • / /// /// / / /// / /// TEE PIPE BEND STA.=28+92.89 STA.=29+36.84 OFF.=12.49' I OFF.=16.37' v Q Ck 0, N ice Lu gqr EXIST. GROUND PROP. GRAD ,/— t a L LI I\ _ I 01 I I 0 Lr 4 00 O 10 0) H + •N II II 00 EL=6021.42' L=206' S=1.50% DIA. -=8" MAIL.=PVC—SDR 35 (J) • in L() di O O O O co (0 II II � Z U zz o 00 O CO 20+00 N d1 Ln 00 O 10 CO N N 00 O CO 21+00 cn O O N 00 O t0 STA.=21 +63.66 OFF.= 2.65' EL=6022.45' z N O CO CO CO O O 0 0 O O II II I— Z U Z Z Tr0) N 00 O t0 22+00 S=2.00% DIA.=8„ MAIL.=PVC—SDR 35 PROP. 8—INCH D.I.P. (TYP.) I, 41 Ln N 00 O 10 N K) 00 O CO 23+00 in K) 00 O t0 Tr Ln K) 00 O CO 24+00 co 0) 4 K) 00 O CO N. I I 0 STA.=24+82.96 OFF.=2.65' L=161' S=1.50% DIA. -8" MATL.=PVC—SDR 35 L-173' DIA. = 8" MATL. PVC—SDR 35 I, S=1.50% 1 DIA.=8" MATL.=PVC—SDR 351 EL=6024.02' O 0 00 INV. OUT=6015.15'(N) 25+00 STA.=25+33.00 OFF.= 2.65' N) CO N 0 CO II J w COTr rp re; 00 O t0 in O N. O (.0 I I 0 Z N L( ) K) 00 O 10 26+00 in N _ I U) 01 I I 0 EL=6022.01' 27+00 0 0) CN NN.cci 0) 28+00 ON 00 NCN N N I I 0 STA.=28+70.30 OFF.= -10.00' EL=6022.14' 4 N. N 29+00 N N. (Ni CN N 6040 6030 6020 6010 6000 5990 5980 5970 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 L d C co co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2 OF 3) SHEET NUMBER: SW02.03 2 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N 0 01 U) z CD U) LTJ 0 O 0 01 z L1J 0_ CY) LTJ 7 Zcs) LLI J O r 0 \� Z (00 0 — J mcn Q E w j w m < 0 0 ZLiJ I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A Z 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 Q SS -MH -N22 m Q U' STA.=31 +00.28 v OFF.= -10.33' SS -MH -N23 I DI 2 ✓ fel D c0 STA.=29+83.73 OFF -10.33 O m�Z HYDRANT STA.=33+22.78 OFF.= -22.00' 11.25° PIPE BEND STA.=33+07.09 OFF.= 14.02' SS -MH -N21 STA.=32+83.79 OFF. -14.22' PROP. 8 -INCH PVC (TYP.) 11.25° PIPE BEND STA.=34+00.02 OFF.= 13.93' SS -MH -N20 oo 00 7. ' � z SS -MH -N19 STA.=34+47.28 OFF.= -14.24' a 3S yO 0 • SS -MH -N18 STA.=35+27.55 OFF.= -14.38' ♦'-, SS -MH - STA. = 35 ♦;\ 1/4,,c- `')<,-, 6 OFF. -=1 X �;, 00• 11.25° PIPE BEND STA.=34+45.98 OFF.=13.73 1 1.25* PIPE BEND /I / / I / / 1 1/ / I/ 1 I / I' 0 I Q / Li / / N17 /i +73.63 '/ 1.83' HYDRANT STA.=35+89.41 // • OFF.=20.50'• ♦ - I/, / I / I / I / I / I/ I/ I/ I/ / I LN • Q O i / 1 STA.=34+89.75 �// OF IIIIH°°-.111°1:1111111111111111111111111111111111111111111111111------\\\ 11.25° PIPE BE STA.=31 +17.40 OFF.=17.10' cri 01- \ PROP. 8 -INCH \ D.I.P. (TYP.) 111 .25° PIPE BEND STA. =30+ 14.08 \\\ o \\ OFF.= 16.55 \\ \ \ VO \ \cr> \\ �O ,� �I \ \ \ i �1 \\ STA.=33+52.44 OFF.=14.01' HYDRANT STA.=31 +86.58 OFF.=22.00' ND ` \ \ \\\\\ o F.=13.78 / LC)o,� \ \ / \ \ ` \ / \ / \ \ \ i i \„,\O- - , . i - \\\ / / STA.=37+ 14.12 OFF.= 1 1 .92' 'IA ,.., / / cN� �� / C- . \\ �ri c../- M..0 Do \ \ r- ecji, \ \ \ \ i, \ \ \ \\\ `\ • -•• - \ \ \ `\ \ \\\ \ \ \ \'\ o> c \ \\ -I a \ i N C� \\i.� N. \/ NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. / V _—Mae 7 - / / /// / / // / / / / /i; cn CNI STA.=29+83.73 OFF.= -10.33' 0 CV CV PROP. 8 -INCH D.I.P. (TYP.) S=1.00% CD 0 co CNI CO CO ■ cn cn STA.=31 +00.28 cn cri 0 0 0 0 0 0 0 0 PROP. GRADE CV 0 0 CO CO rri cid 0 0 (55N s- 0 0 tO cn L=87' MATL.=PVC-SDR 35 STA.=32+83.79 OFF.= -14.22' EL=601 6.60' 0 01 rri 0 0 tO 0 MAIL. =-PVC-SDR 35 0 VI - 4 16 tO 0 cn STA.=33+69.78 cN 0 cci 0 0 0 cn SANITARY SEWER 8 - INCH PVC SDR 35 UTILITY CROSSING L=81' MATL. =PVC -SDR 35 STA. =34+47.28 Ln to in Pei 0 0 tO in CC) —47 21,1 LJZ 0 CC 0 4 CV 0 0 FX1ST. GRO DL1A=. 4,841 M AS TT 1. •=82P SDR 35 STA.=35+ 27. OFF.= -14.38' CO OIC! 0 0 tO POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING ro co II II CN 0 0 CO II II 0 0 tO MATI_.=PVC-SOR 35 STORM SEWER 30- INCH RC C76 -A UTILITY CROSSING oo o tO 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6040 6030 6020 6010 6000 5990 5980 5970 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 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: TRAILSIDE DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD LTJ 0 0 0 0 01 z L1J 0 CY) LTJ 7 ZLLI� J 0 r 0 \� Z c00 0 — mcn Q E w j w < 0 0 Z I— I— w O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 • • , / / / / / / / 0 • • • • • i • • • -i( 11.25° PIPE BEND / STA.=33+30.75 OFF.= 10.00' \ \ , HYDRANT STA.=33+ 14.44 OFF.=21 .99' \\ v , 10°‘\\-\' \ '5(?)( k Ci \\ \ -- \ - SS -MH -N42 STA.=33+33.97 OFF.= -13.87' 33+QO II I , 1 I I I I I I I PROP. 8 -INCH ; 1 PVC (TYP.) ; I � -------- 34+0'0 — -% -v --I 1 SS -MH -N41 STA.=34+94.91 OFF.= -14.44' 3S_, • • , / / / / 50 / / / '- ' 1 1 .25° PIPE BEND ' STA.= 34+ 16.08 -'OFF.=8.41' i 'I ,i ', ��� \\�\ TEE PIPE BEND \/( STA.=34+38.14 11.25° PIPE BEND OQco OFF.=9.40' �'\ STA.=32+70.59 eco ♦ , ' ; 1 1 .25° PIPE BEND STA.=35+01.69 OFF.=3.37' I I I, II II , , , ',' /' \ \\ `\ OFF.=1 1 .23 ' / / N. \\\55 \ ,I I I, , , `, , \, --�'1 J rJ_ , , -- _ _ _I -- --- —� • / \ ` ♦ � � _S \ SS -MH -N43 STA.=30+00.00 OFF.= -14.54' ,• N•• , i T, 1 1 .25° PIPE BEND •• STA.=35+98.90 ,T/� ^-) OFF.= 10.00' ' ' % /\ HYDRANT �O„ STA.=36+87.81 // / 4 OFF.=22.00' / / J SS -MH -N40 STA.=36+22.16 OFF.= -10.93' 37+00 OFF- =1.65' 38 SS -MH -N39 STA.=38+43.97 /\ / , / \ \ 5 , \ / \ / \ / \ / \ \ , , / \ \ , \\ \, / \ \ `\ \ `\ / / / / \ / \ lit,Q� \ �� A \ 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5 HYDRANT STA.=30+16.43 \,\ OFF.=20.65' STUB OUT - STA.=30+00.00 OFF.=15.17' \ \>-- „5„-<- - I � 1 I SS -MH -N38 STA.=39+ 15.42 OFF.= -0.10' 39+ � I � J ' l° + / , 1 I / � , I I /7/ 1/ 1I I , l'I II' I I ' / , -_, / 1 I ' STA.=36+81 .56 OFF.= 15.08' I ' PROP. 10 -INCH I' ' D.I.P. (TYP.) I 11; ' I 1 1 I I ' , , I 1 I , I I , I 1 , , 1 , I /I� I I , , I 1 1 1 I 1 1 I , I I , I ' I I TEE PIPE BEND STA.=38+24.85 OFF.=15.08' NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18” AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. PROP. GRADE in 7 11 cn 0 0 co co 171 0 CrI cd 0 0 co CO o co CO POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING EXIST. GROUND cNi 0 0 to inI L=163' DIA.=8" MATL.=PVC SDR 35 EL=6020.00' 0 0 CO ID oo 0 cri POTABLE WATER UTILITY CROSSING PROP. 10 - INCH D.I.P. (TYP.) L=122' 5=1.00% 0 STA.=34+94.9 co ID o in 55 cc) tO L=216' STA.= 36+22. OFF.= -10.93' EL=6020.00' o co to 0 I 1- 0 0 CD ID N 1- 0 0 NI 0 II in 0 EL=6018.86' 0 co co oci CV 1— o CO STA.=39+ 15.42 I 1- 0 0 CD ID CNI 1- 0 0 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) Z CD C LTJ 0 0 0 0 01 Z L1J a_ Cn - (3) LTJ 7 ZLLI� J 0 r 0 \� Z (0 0 0 — J mcn Q E w j w m < 0 0 ZLiJ I- I - w O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 r-� I _ III vc, SS -MH -N37 STA.=40+89.77 1 'I OFF.= -12.08' 40+00 _ J , I,_------ — — — 41±00 I I I I ' ; I I I I , I , I , I I I I I I I I , I , I , I I I 1 1,1 I I I I I , I I I I I I I , ' I I I 42 + ----------- ••••• I-- 00 _ II -I , I 1 i / ;' 7-/-i------_ , 1 - _ _ I,i I ; I / 1 ,,--___ I ' I / , ; ; ; ' 1/ �1 II I I I , — I ; I I I ,I' ' I' " SS -MH -N36 ;' , .. ,I' ;' STA.=44+88.38 I ' / x_00 ; 1 OFF.= -3.56I; — — /......GO I I / ---- ri '444 GD GD l- ir- ;- / 7—� I — —r I I T---�J G L -- , I I I ----------'-,-'-----------� 1 r- 1 ', I ,--- / / I GO /I /I 1 , / I I I I 1 1; ', / 11 1 I I I , II I' I / I I I 1V '/ 1 I '1 '1 1 I/ I , \` , , I 1 (-:7 I ,\ I '�\ I I I I 'I PROP. 8 -INCH O SS -MH -N35 ' 1 ' PVC (TYP.) STA.=47+14.93 , ' ', I '1 OFF.= -2.75 1 +; 4 +00 ; 1 48+QD-- LL _____ 1 0 — — — O/ I I / / I I __,1 /45 +00 , 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 1 HYDRANT STA. = 40+01 .12 OFF.=22.00' I ' - T i i /ELK- ------7'7- 22.50° PIPE BEND ; TERPACC ST- STA.=40+89.71 ' ' _ ' `ciT OFF.= -0.41' I -— 1 ( 1 1 .25° PIPE BEND � I_ , — _ �-1 STA.=43+69.61 0 I I „ j OFF. =12.05" 1 I I ' I II 11 -- r Md X —r , I , v I I , I I ; 1 / ' ' i I ; „ ; 1 1 .25° PIPE BEND ( / % 1-c ; ; STA.=44+60.48 ;'I;' 11' STA.=43+87.35 ; ; �� , I I ;' I OFF.=21 .99 ' OFF.= 15.08 0��� -'-,-1.... '� ' I I I ' O �I I I I _ ' 1 I _ _ —I I I ; I 1 L _ — r' r 1 -r ---- HYDRANT NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 11.25° PIPE BEND STA.=46+62.34 OFF.=15.48' I , I , I , � I '\ 1 I 1 � I I Ti ----- ----- --------- ---- r I- L 71 -- — — — T-, ---- HYDRANT I STA.=49+08.26 I '11 OFF.=22.00' I 1 , O`'^'ff I -- — PROP. 10 -INCH D.I.P. (TYP.) EXIST. GROUND PROP. 10 - INCH D.I.P. (TYP.) PROP GRADE PVC -SDR 35 CFI co co rri 0 0 co to 0 0 CO CO CV ro r. 0 0 tO CFI cri 0 0 CO CV aD L=396' MAIL. -PVC- SDR 35 in co CNI 0 cri c3 4 o 0 0 CD 1 • - in to cn (21 0 in up o co L=221' MATL.=PVC-SDR 35 CV rri Pr) in up ro cri in to ro 0 rss tD STA.=47+ 14.93 0 o aq L=262' in up gt in to CO 1 • - in to 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 6030 6020 6010 6000 5990 5980 5970 5960 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O O O 01 U) z CD C Lei 0 0 O O 01 Z W a_ - rn (n LTJ 7 ZLLI rn J O >- < (NI o(NI Z O 0 U - m�� Q E w w w m <00 z I- 11-1 oo _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A N 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' M oeo - -r 49 X50 / 1 —INCH \ o PVC (TYP.) • Qv, SS—MH—N7 22.50° PIPE BEND STA.=49+74.18 OFF.=13.37' SS—MH—N34 \\ \ STA.=51 +40.47 OFF.=0.31' \r PROP. 10—INCH PVC (TYP.) 22.50° PIPE BEND TRACT STA.=54+21.70 (ROW) RB OFF.=8.12' 739192 - p 1 5000 LOT 2 S 411/11 / ' y 54+00 7444 s55 0 LOT / l/ r .00 060 \ • STA. =49+80.89 OFF.=4.73' 22.50° PIPE BEND • - -20 STA.=49+89.88 , OFF.=15.09' 22.50° PIPE BEND STA.=50+33.57 OFF.=15.09' SS—MH—N33 STA.=50+56.09 OFF.=1 .12' 6030 6020 6010 6000 5990 5980 5970 5960 / / I 22.50° PIPE BEND STA.= 50+ 68.45 OFF.=15.09' f.,- ," PROP. 10—INCH D.I.P. (TYP.) \ STA.=51+12.05 OFF.= 15.08' \ \\ , \ ` \I 1 \ HYDRANT \\I STA.=52+03.64 \\ OFF.=26.65' TEE PIPE BEND STA.=51 +92.47 XOFF.=15.08 IFN SS—MH—N6 \\\0 STA.=51 +67.03 OFF.=0.25' 22.50° PIPE BEND \\ STA.=53+82.66 OFF.=1 1.30' PROP. 8—INCH D.I.P. (TYP.) / / / / / / / / /' / I/ I' 5000T 22 \� S F 101 12 6300 S F \\'‘ \ IrN NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. cr‘ \-���� LOT 2 \\\n 5000 ,c - I' II (COMMON BG AREA) I 'i /6887 S.F. Il t 1' 1' 1` TEE PIPE BEND STA.=55+56.76 OFF.=8.04' I II TRACT (OPEN S 73448 01 M o O 00 rn O t0 U I I 3 cn II 0 L=72' S=1.00% DIA.=8" MATL. = PVC —SDR STA.= 49+80.89 35 N N 4 O 0) 0) O t0 STORM SEWER 48—INCH RC C76—A UTILITY CROSSING EXIST. GROUND L=79' S=1.00% DIA.=8" MATL.=PVC—SDR 35 STA. =50+56.09 N u L=23' S=0.40% DIA.= 10" MATL.=PVC—SDR 35 w N 4 a, a, - o 0) 0)O J II w 0 E N- z I I 01 II 0 STA.=51 +40.47 0 r 1 N O 0 O O tO O I I 31 01 II SAN TARY SEWER 10—INCH PVC SDR 35 UTILITY CROSSING STA.=51 +67.03 LC) N 0 N 0 co O J II Li U 0 t Ind - CO CO 0 O CO t0 PROP. GRADE PROP. 8—INCH D.I.P. (TYP.) O 0 N LA N 1- 0 O O 10 N O N 1- 0 O O t0 an 0 N O 00 r0 1- 0 O O CO 00 N a, Cr; N s- 0 O CO t0 O N N O O O CO N. 0 O O 10 50+00 51+00 52+00 53+00 54+00 55+00 56+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: • 0 �V COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L d C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ELK TERRACE STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW02.07 2 3 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 0 01 Cn Z CD (n W 0 O O O 01 z W CL- rn W W J 0 Z 0 m U I LIJQZ W J W PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 /''' I IVRAINc_ COURT N7 sow eteete 0.0 • ROSS ANr • oeo TEE PIPE BEND STA.=20+ 15.08 PROP. 10 - INCH HYDRANT STA.=24+48.00 24+00 4:100 4JD TEE PIPE BEND STA.=25+35.59 11.25° PIPE BEND 11.25° PIPE BEND / GD 101 on. .00 SI HYDRANT / / :// i STA.=20+00.25 e i -RIVER EDGE DRIX- 100 SCALE IN FEET VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 PVC (TYP.) STA.=26+47.89 GD STA.=26+98.73 OFF.= 13.09' STA.=28+22.30 OFF.= 10.78' GD GD • / MICA COURT 4 // PW - 51 -0 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. POTABLE WATER UTILITY CROSSING PROP. GRADE EXIST. GROUND 0 STA.=20+00.25 rri 0 0 to OFF.= 10.36' cns- co INV. IN=5994.14'(SW) INV. OUT=5993.93'(SE 0 co co cNi 0 0 L=210' MATL.=PVC-SDR 35 o 0 co co 0 0 0 tO cN o o co co POTABLE WATER UTILITY CROSSING PROP. 10 - INCH D.I.P. (TYP.) STORM SEWER 48 -INCH RC C76 -A UTILITY CROSSING POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING CO 0 CN 0 0 s- - 0 0 CO to c0 111 0 0 CO tO L=296' S=0.40% MATL.=PVC-SDR 35 0 0 0 CO to oo o o co co -Kr to 0 1- 0 0 CO to LC) to CN oo II II cN L=131' S=0.40% MATL.= PVC—SDR 35 0 ci cri o L=49' S=0.40% MATL.=PVC-SDR 35 STA.=26+47.89 OFF.= 12.08' ai o co co II I- CV o in in to o n STA. = 26+98.73 L=121' S=0.40% DIA.= 10" MATL.=PVC-SDR 35 co Co o Q co in II 0 oci MATL.=PVC-SDR 35 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1lLogistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO_ SHEET TITLE: RIVER EDGE DRIVE (WEST) SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD U) LTJ 0 O O O z L1i 0 Cf) w.. z LLI J O r o\� Z coo 0 - J rY Q E LI] U LI] w m <00 z I- 11-1 00 _J J J L_ 0_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' / //' / /I i --->4 // / / // LL '// /' i/ 11 \SW02.13 FOR SANITARY '/ Q iI � i SEWAGE PLANS AND PROFILES / / ----0-1 f }+1 \ /\ ✓�6- s / ' / • -J a 1 ii �� �n / 22.50° PIPE BEND �/ / STA.=22+17.99 ,% / �a /,I \ \\11.25 ° PIPE BEND ,K �0 OFF. -10.00' i /,' STA.=21+68.46 22.50° PIPE BEND ♦ /,' \ XX\ OFF.=14.07' ,--- -- ` STA.=22+90.74 /;//7'` `__ O� ` , OFF.=0.00 �� d ,� > , .� pW ���:0-, ted , �''(� .N. , --_ / I,' Vim.,' V/E14/\I //(,Ni' 1 _, _, - / RAS '.. DRIVE / \\X / / HYDRANT ,�/ /,' �,': " Lr \ ♦ /,' \ i;' _ STA.=21 +20.22 / vim. ♦ \OFF.=20.27' ////// • \--s)., ,' O "g , • ` , �' , i' // / I `� `‘,\ • \ � \' / / / N' \\\\\\ ' / - - PROP. 10 -INCH ' " ' 90° PIPE BEND/ / D.I.P. (TYP.) '/ - / /// v" STA.=20+10.33 ; / , /,' cI' :\s // /// OFF.= 15.08' ' sS'/ / L-_-_ / 1 / O-� , /// l / 'i J___ y ,c LI do O \ I 1 ♦ I II i l 1 it'/' / 1Y�0 ♦♦ i i I 1ii i NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 6060 6060 6050 6040 6030 6020 6010 6000 5990 5980 EXIST. GROUND PROP. GRADE 1 PROP. 10 -INCH D.I.P. (TYP.) SANITARY SEWER 8 -INCH PVC SDR 35 UTILITY CROSSING d- M a0 0 co co � in rn M coo N 0000. CD c0 rn n 00 ad On O (y r (I 4 (y r- CV 1- (\J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CD ID CD CO CD ID CD (0 (010 (.0 ID (010 20+00 21+00 22+00 23+00 24+00 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SOPRIS VIEW DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.09 2 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD U) w 0 O (13 O z W 0_ O U") w Z J O >- < 0 \� Z coo U - J M(1) Q E w LI] w m <00 z I- 11-1 00 _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 TERRACE STREET GD J NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. ss / / / / / / / / u 10-00 43 / / // ee. tet ► go. — sm.— 1 1 +0Q . L 4 12+00 r r T rT 13+00 MQRAIN COURT SS -MH -N29 STA.=10+59.61 OFF.=0.84' CT PROP. 8 -INCH PVC (TYP.) f 14+00 r -1—r T 15+00 1+1 Li L JJJ RIVER EDG RIE1 7 7 6+00 1i - SS -MH -N28 STA.=14+59.61 OFF.=0.84' D qD GD c 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 7 �r� 1 SS -MH -N27 STA.= 1 6+20.03 OFF.=9.68' GO I -t— HYDRANT 1 I STA.=17+22.43 OFF.=17.00' \/\ I \\ ,I \ \\-\-c-\3T. \ / 00 t‘ �O 0 #1* 00 Jekd 444 D 0 V U_ ... _____________ _ -13 EXIST. GROUND -, o 0 oCO ID rn N I inI C II 0 STA.= 10+59.61 co O 0 O J W II L.� U- 0 PROP. GRADE L=396' S=1.30% DIA.=8" MATL.=PVC-SDR 35 POTABLE WATER 8 -INCH D.I.P. UTILITY CROSSING z 0 N M 0 (N r N N (6 (0 t N iri N N N .. CN s- 0 0 tO N 4 0 o CO ID 0 r CN s- 0 0 tO CON. MCN 1- 0 o CO 10 00 N I inI (f) II 0 O M CN 1- 0 o CO ID STA.= 14+59.61 O II EL=6012.91' L=158' S=1.00% DIA.=8" MATL. = PVC- SDR 35 I I 0 5 Z z L() NCN 1- 0 0 CO 10 STORM SEWER 30 -INCH RC C76 -A UTILITY CROSSING Ln CN 10 N 0 o CO ID 0 N CN 10 0(ID 10 N z I I t� U) II 0 0 N N 0 II J W LTJ N 0 O I I 0 z z N N1 NCN s- 0 0 L=132' S=1.00% DIA. =8'' MAIL. =PVC -SDR 35 N N. M CN 1- 0 o CO ID 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 sck 6040 6030 6020 6010 6000 5990 5980 5970 oo' 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 C'1:13 CL 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA SH82 «O PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: MORAINE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.10 1 2 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O O 01 U) Z CD (7 W 0 0 0 0 (n z W a_ - o u W > rn Z LLJ J O r Z (0 0 U - m Q E W ,1; w m <00 z I- I- I -LI o 0 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 N 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 5950 I I I I I / 1 , I I I I I,11 I I /1/ I /I I I I IL I , --- .00 / / • GD RIVER EDGE DRIVE 0 I' I' i I' i II I / TEE OFF.= -3.62' PIPE BEND STA.=30+ 13.39 MEN 31+00 P 1 1 SS—MH—N32 STA.=31 +28.76 OFF.= -10.67' 132+00 I 3 L MICA 'COURT TTT J +00 PROP. 8—INCH PVC (TYP.) 34+ SS—MH—N4 STA.=36+68.06 dp 1 OFF.= -10.67' — --� _ra I I I \ . I 1 rt \ C: N\ \1 1 ? OI✓ ✓k 3 Q /� / /' / a 1 rw Rol PIPE BEND 11.25° PIPE BEND STA.=30+97.67 22.5(COTRCOTN BAREi� T\\ \\ OFF.=1 .97'OFF.= 0.00' STA -° PIPE BEND 30+54 H PW- -PW PROP. 8—INCH D.I.P. (TYP.) HYDRANT STA.=33+06.44 OFF.= 1 6.00' -L� GD GD T GD NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. GD GD 7 SS—MH—N31 T STA.=35+07.98 OFF.= -3.04' 45.0° PIPE BEND STA.=35+07.96 OFF.=8.79' GD 7 22.50° PIPE BEND STA.=35+95.85 OFF.=10.70' SS—MH—N30 STA.=35+70.87 OFF.= -6.53' UD // 22.50° PIPE BEND / / //;/ / STA.=35+52.71 / r' // OFF.=5.88' / /i // ,,,i. / ono GD / / — -- / / / GD -X— —X— —X— —X r ___— / _ _ J Qe‘ rr) 4 O 0)'- 0)0 in co In rrj vi rn 0 c0 cO o o in to 'Co in— NJ co c.i ro ii I— CN in to PROP. GRAD PROP. 8—INCH D.I.P. (TYP.) in up L=373' EXIST. GROUND CN cci co ad • o CD 0 in to co CV tO rr in to MATL. =PVC—SDR 35 STA.=35+07.98 vi 0 CV • Nr • o o in to CSD co co co 0 CNI if) ID MA TI._ =DPLIA:C. 9=-78S'DR STA.= 35+70.87 cd 0 CO CO 0 CO SI 00 4 ad o in to CV 0 35 STA.= 36+68.06 OFF.= -10.67' EL=6010.26' STORM SEWER UTILITY CROSSING SANITARY SEWER 10— INCH PVC SDR 35 UTILITY CROSSING in in Ln to 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 10 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: MICA COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PEP-PNPSSEWAGEWATER.DWG N 0 01 z CD C Lei 0 O O 0 01 z W - o u N w. ZLLI� J O r Z CO 0 O - J mcn Q E w LI] W m <00 z I- 11-1 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 2 50 0 4„ r,////(")/4, ,/ \\\\ SS—MH—N16 Q \ N=1599131.79 E=2501017.86 ;i.>) SS—MH—N15 N=1598978.33 E=2500988.96 • • SS—MH—N 14 N=1598766.55 , I E=2501038.93 SS—MH—N13 N=1598538.36 \,♦ ♦� T kss- / �. \ \I I I ` C\ , \ \• �•- • \ \\ \ I / \ \,\ ----- \\ �': A '' �^ ; \� " )• \�/ ;\ \ // / L ^ / \\` \\`‘ \/ v J N,� %/ ♦ SEE SHEET SW02.09 FOR WATER PLAN AND PROFILE PROP. PVC 10—INCH \,1 ' \ I (TYP.) \ 1, 1 1 \ , I I Q, I ' I ' 1 I I , 1 I' I Ia , � STRE�-� J�, TERRAC _ - E=2501092.78 SS—MH—N12 N=1598257.33 E=2501 159.09 ----I -- T— I_ L T - - - - - - - - - - - - - - - - - - - - - iii 1 '- -- - - - - - - - r '1T 1__-0 co III OLc 'Z I11 I;I I1 1 J 1 1 ' ci \ 1 \ oo cl.;'_--).* /' O O 1I'I 11 111' I' I IIS \ , �� I I r I I 1 I 1 ' I I 1 ' I I 11 \ '''1'111 'I1 II SII I lIt 'I I 1 (I) eeottT —T�--------T 7_7" — 1 I , III 1II .I, -- 1 / I ' I I , NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 50 100 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. ------- ---• ---▪ -,',' - 1 1 I I I _- --- - �' I I , I , ' I 1 ' I I 1 1 1 1 I I I I 1 I 1 I 1 II I I, 1 ' 1 I I I 1 1 1 I I I Mc% Md ___'e ----I 1 - -- POTABLE WATER 8—INCH D.I.P. UTILITY CROSSING J EXIST. GROUND 0 0 L=152' S=1.50% DIA.---- 10" MATL.=PVC—SDR 35 EL=6015.91 ' OUT=6010.91'(5) > Z II 0 STA.=1 1 +56.1 6 OFF.=0.00' EL=601 7.28' z o cd O O 0 II F- 0 Z L=214' 5=1.50% DIA. =1 O" MAIL.=PVC—SDR 35 PROP. GRADE POTABLE WATER 8—INCH D.I.P. UTILITY CROSSING t ' 0 N Z r7 :—°11 00 - 00 = 00II O J II Z D II II W O cn II Q 2 j j o O E Z Z L=230' 5=2.00% DIA.= 10" MATL•= PVC —SDR 35 Cn (n II 0 STA.=1 6+08.21 0 O 0 11 lL Li 0 0 O 0 0 II J W 0 O O 0 0 O O 00 II II Z Z O 0 0 0 L=285' S=0.40% DIA.= 10" MATL.=PVC—SDR 35 LJ N cin Cr) II 0 STA.=18+96.96 OFF.=0.00' EL=6014.45' z 0 O rn rn I I z Z 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: V1).4*.417:E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L d C co ca 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (1 OF 2) SHEET NUMBER: SW02.12 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O O 01 U) z CD w 0 0 0 0 01 z w a_ u ON w zLLI rn J O >- < CN oCN Z coo U ‘- M cn -mcn Q E w LI] W m <00 z I- 11-1 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 SS -MH -N 11 I N=1598102.42 - - I E=2501166.36 ----- -- _ I r- I I I , Z' I I ; 1 II 1 1 , I , 1 , , 1 I 1 I I , I I 1 , 11 I I I I I II I/I II 1 I� O OOO ----- I I, 1 1` 1 1 - CNI SS -MH -N10 N=1597776.51 E=2501 150.82 \- \ 4j \� \ \ \ SS -MH -N7 _----- -__ N=1597363.75 / E=2501243.99 / - hU--_-- SS-MH-NB- Gg �\- N=1597421.06 / / 1;\D � E=2501221.41 / SS -MH -N9 __ N=1597661.82 --- E=2501159.23 • ♦<ceee6GC". oeo i 17--,I 1—_— - •••• a..I I I I I 1 1 1 1I 1 I ') 1 I I I i I X / I`l •, / T 1 7 — ; {1�;1' / I I, ; 1 1 I I 1' / , 1 V I I I 1 // I I I G- -;1-4-1---, ✓1 ' I I 1 — I I 1 1 , I- / I I /I - I li �1 I 1 I I i 00 Pw� . ; T- t°URI h,,�IICA /////////' / ' ♦ 1 I I 1 I T — — - - - , r i ---- r.0 -- ; I I I I 1 I 1 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. I 17, � I � 11 I I I 1 I I 1 , I I 1 I � 1 1 I I . , I I L=151' S=0.40% DIA.= 10" MATL.=PVC-SDR 35 EXIST. GROUND PROP. GRAD u ID=SS-MH-N11 STA.=20+52.04 L=322' S=0.40% DIA.=10" MATL.=PVC-SDR 35 N L L=111' S=0.40% DIA.=10" MATL.=PVC-SDR 35 0 I I 0 STA.= 23+78.32 OFF.=0.00' in N co0 II J w O in 0) rn II 0 z 0) z I I 0 STA.=24+93.32 L=245' S=0.40% DIA. -10" MAIL. =PVC -SDR 35 6 0) rn o2-11 in O II II w LiZ U— w 0 E z 0 z z co z I I 0 r L=58' S=0.40% DIA.=10" \ MATL.=PVC-SDR 35 oo 0) STA.=27+ OFF.=0.00' EL=6010.79' r, z I I 0 STA.=28+03.57 0 0 O II U- 0 in 0 co II J w rn rn II z z rn in in II II � z 0 z z 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: L C ea ea Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA 5H82 O0 PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: BACK LOTS SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2OF2) SHEET NUMBER: SW02.13 2 3 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O C6 O (n U) z C C LTJ 0 0 0 0 01 z L1J a_ - o (n N w. ZLLJ� J O r 0 \� Z CO o‘ - M 1/) -m1/) Q E LI] U LI] wm <00 z I- I- L1J o o _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 8 9 10 H G F E D C B A 50 0 N 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' H L X09 SS -MH -N44 STA.= 10+ 10.00 OFF.= -7.37' b J -I I— 9 1 1 +00 1 - SS -MH -N13 STA.= 12+89.84 OFF.= -1 1 .87' 12+00 L_ , L PROP. 8 -INCH PVC (TYP.) Md Md Md Md TEE PIPE BEND STA.= 10+33.66 OFF.=2.83' PROP. 8 -INCH D.I.P. (TYP.) vy i NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 6040 6030 6020 6010 6000 5990 5980 5970 I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 I I I I I I I I I — I I I I I I I I I I I TEE PIPE BEND STA.=14+67.62 OFF.=8.36' Iv , � I I A.S 9/9' -/0% SS -MH -N39 STA.=14+54.20 OFF.= -10. 76' "�cY 15+00 07 I lir r tee - 1 ' Q LU Q I -I --------------------------- POTABLE WATER 8 -INCH D.I.P. UTILITY CROSSING PROP. GRADE I EXIST GROUND 1Sn (n II 0 0 J PROP. 8 -INCH D.I.P. (TYP.) L=276' S=0.63% I SANITARY SEWER DIA.=8" 10 -INCH PVC SDR 35 MATL.=PVC-SDR 35 UTILITY CROSSING rr) II 0 STA.= 12+89.84 OFF.= -1 1.87' O 0 co I I J LTJ fY L=160' S=1.00% DIA.=8" MAT .=PVC -SDR 35 zuJ� I• n 10 In In O O O 0 0 0 0 0 0 co co co II II II z z z z Z z In O O O O I I 0 Z SANITARY SEWER 8 -INCH PVC SDR 35 cez.7- UTILITY CROSSING ID=SS-MH-N39 STA.= 14+54 OFF.= -10.76' 10+00 11+00 12+00 13+00 14+00 15+00 / 1 I I I I 0 1 0 1 I I I I 1 I I I I I 0 1 CD I I 1 I I I I I I I I 6040 6030 6020 6010 6000 5990 5980 5970 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 L d C co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 co Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: EASEMENT ALIGNMENT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.14 2 3 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N cCiO 01 U) z CD U) LTJ 0 O O 01 z L1J a_ 0 u N w .. ZLLI� J O r 0 \� Z (0 0 0 — J m1/) Q E w O LI] W m < 0 0 ZLiJ I— I— w O O _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A N N •� � 0• . \ \ • SS -MH -S9 STA.=13+70.33 \', OFF.= -9.79' % SS-MH-S9B \ PROP. 10 -INCH PVC (TYP.) 14+00 \voAl) .6; SS -MH -S8 STA.= 15+36.44 OFF.= -3.34' HYDRANT STA.=15+17.63 OFF.= -22.00' 15+00 __-- \ 11.25 PIPE BEND STA.= 17+08.56 OFF.= 12.30' 16+00 17+00 ------ SS -MH -S7 --P--- DRIVE IRA1L511: pR1VF, 50 0 50 E • 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 RIVE PROP. 10 -INCH D.I.P. (TYP.) 1 1 1 1 1 STA.= 10+ 10.80 // OFF. =1.08' '\ 1 1 �i�9 I ,f w w 1 v%- Iw 0 > , `- �/ \ IJ.. 1 \\ 1I- 1 I ! ' 0 / \\ \\1 ik‘ 1 1 I. I I' I1 / 11 1 ../..7 11.25° PIPE BEND STA.=13+61 .53 II OFF. =2.58' ---_----- --____ — ---- --- --r— _ - TEE PIPE BEND T 1 TEE PIPE BEND STA. =17+ 58.40 OFF.= 15.13' STA.= 15+48.77 OFF.=9.82' PROP. 12 -INCH PVC (TYP.) 22.50° PIPE BEND STA.=18+39.48 OFF.=9.99' NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 1 1 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 70 O P1 rri LL EXIST. GROUND SANITARY SEWER 10- INCH PVC SDR 35 UTILITY CROSSING PROP. 1 0 -INCH SANITARY SEWER 10 - INCH PVC SDR 35 UTILITY CROSSING PIPE BEND S=0.40% S=0.40% DIA.= 10" L=232' S=0.40% DIA.= 10" MATL.= PVC -SDR 35 DIA.= 12" MATL. = PVC -SDR 35 r. 10+00 CN in up 11+00 cti 0) 00 0 in up 12+00 NI in C5; 01 c0 0 cNi o in up 13+00 in in cn in in 0 co in in in 14+00 in in 15+00 ad in in 16+00 aci in in in to 17+00 oo in in in in 18+00 in it) 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER: r "), COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11' Logigcs1Planniqklesign co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O O 01 U) z CD U) Lei 0 0 O 0 01 z L1Ja_ uN w z Lu J O >- < (NI o(NI Z coo U - J mcn Q E w LI] wm <00 z I- 11-1 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 / / SMA rc HYDRANT LiM. STA.=18+65.14 OFF.=21.99' / / // / / // / / / / / / / / / / // / / / / / // 22.50° PIPE BEND STA. = 21 + 10.70 OFF.=8.61' 22.50° PIPE BEND STA.=21 +37.19 OFF.=13.18' 11.25° PIPE BEND STA.=21 +68.77 OFF.= 10.69' TEE PIPE BEND ___- STA.=21 +96.06 OFF.=7.52' HYDRANT STA.=21 +83.62 OFF.=23.22' I / \N:\\ Q:aO� N \ N \ \ \ /, / STA.=19+50.74 OFF.= -12.41' SS -MH -S5 STA.=21+10.97 OFF.= -2.86' \, /N '1+ 11 0 II SS -MH -S4 STA. =21 +59.96 - -- OFF.= -6.05' O \\P PROP. 12 -INCH PVC (TYP.) ' i T ' `, ` Cj• r0 SS -MH -53 �\, 0 STA. =24+57.47(Okay \\ , OFF.= -6.58' �� S ,,' / , / / / / / / / \ \ SS -MH -S12 r - , \\\\\\ \ STA.=27+24.04 o) OFF - 14.45' \\ C v� v�♦ -'♦ • 1 1' __syr -- 1' ' PROP. 8 -INCH PVC (TYP.) o VVT►► NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. h STA.=22+61.36 OFF.= -5.32' \`X SS -MH -S10 ; - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP- PNPSSEWAGEWATER.DWG N O 01 U) Z CD U) LTJ 0 O O 01 Z L1J 0_ uN w Z..� J O Lur 0 \� Z (0 0 0 - J mcn Q E w LI] W < 0 0 Z I— I— w O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 3 4 5 6 7 8 9 10 H G F E D C B A NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. \P 1'8\i 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 \ \ \ z'' HYDRANT ♦ O \\� SS—MH—S13 \ \ STA.=30+08.02 \ \\ OFF.= -1 1.55' • • • 9 0 oeto oto —T • \ • \ v' PROP. 8—INCH / \\ STA.=30+20.25 OFF.=22.00' ; x 6 ♦ \ x O ' ' ♦ \ O '' ♦` ()T 66 S S SS—MH—S33 STA.=39+40.29 OFF.= -9.91' SS -MH -S47 SF ✓ v • TEE PIPE BEND STA.=39+49.36 OFF.=5.82' 22.50° PIPE BEND STA.=38+77.10 OFF.=1 5 _06' 11.25° PIPE BEND I STA.=38+30.37 OFF.=1 5.1 7' HYDRANT STA.=38+13.54 OFF.=22.00' I STA.=38+69.1 1 OFF.=0.27' \ PVC (TYP.) ' � rr` \ ♦' `� 'i , �l s 0 66/ S• F -j, ♦• ; \ \ 11.25° PIPE BEND \ STA.=32+40.98 \e,-/„ OFF.= 15.08' a , sF- \`,♦ j, \\♦ \ SS—MH—S14 STA.=32+95.33 OFF.= -7.32' N J `\ \ XO �\ O • ♦\ ♦- / , / / / / / SS—MH—S15 STA.= 33+98.33 OFF.= -9.33' + 00 -----___—'-rL � y ` \ 22.50° PIPE BEND STA.=33+27.68 \1\', j OFF.= 1 1.79' 1TEE PIPE BEND \ 1 I 1 I I , I 1 I I II 1 I I 1 1 1 I 11 I I I 1 1 I I 1 1 I I SS—MH—S49 STA.=35+49.94 OFF.= -2.95' SS—MH—S48 STA.=37+58.69 OFF.=0.50' , 00 //♦ 1 x / // -ii // 1 STA.=33+75.38 <\\ / OFF.=3.85' 4.61 !' / /I/ 1/ 1 veto ,, / •'\\ \ \\ / /' 11.25° PIPE BEND STA.=37+91.51 OFF.=15.1 7' /' 22.50° PIPE BEND I STA.=37+43.95 //' OFF.=15.18' • //, / i PROP. 10—INCH D.I.P. (TYP.) 22.50° PIPE BEND \,\\\, 22.50° PIPE BEND STA.=35+30.35 ,,- HYDRANT 14 STA.=34+58.08 OFF.=.72 y' STA.=34+ 13.46 ,. OFF =13 75 Lr ALPINE BLUFF STREET PROP. GRADE CD 10 PROP. 10— INCH D.I.P. (TYP.) ID=SS-MH-S13 o o STA.=30+08.02 LLI IN ro. 00 0 0 CD ID MATL.= PVC—SDR 35 Crl tO in 0 0 o CD ID EXIST. GROUND 107 STORM SEWER---- ------ 18— INCH RC C76—A UTILITY CROSSING SANITARY SEWER 8— INCH PVC SDR 35 ---- UTILITY CROSSING STORM SEWER 18— INCH RC C76—A UTILITY CROSSING MATL.=-PVC—SDR 35 cn r. 0 0 o CD 10 L 01 CO CV vi CD CO STORM SEWER 18— INCH RC C76—A UTILITY CROSSING SANITARY SEWER 8— INCH PVC SDR 35 UTILITY CROSSING CV tri cin STA.=33+98.33 cri o 0 EL=6016.26' CN CN 11 11 inv cri CV 1- 0 o tO o 6 10 cn 11 CV 1- 0 o tO E OUT= L=203' MATL.=-PVC—SDR 35 L=105' MATL. PVC—SDR 35 rri CN tO CV 1- 0 o tO 00 CO v- oo CV oo o tO STA.=37+58.69 uo co Nr C 1- o STA.=38+69.1 0 L=66' MATL. =PVC SDR 35 tO cn cn STA.= 39+40.29 UZ 0 tri o CD ID co 11 uj 5 51 rei tri tO 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: .04,1,0411.1.V. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 3 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) Z CD U) LTJ 0 O O Z L1J a_ uN w Z..� J O Lur 0 \� Z CO 0 0 — J mcn Q E w LI] W m < 0 0 ZLiJ I- I - w O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 • -T \C) `,1QSS-MH-S32 • STA.=41 +53.31 OFF.= -2.01' 4O //, /' /• - - T I , T T I I , � I � I I I I I �5 01 I ; SS -MH -S31 STA.=43+47.64 I ' PROP. 8 -INCH OFF.=2.59' I , PVC (TYP.) I 1 I ' �+ �0Q y% -'L-�J _42+00 i1 II i% ---- — \ \ \ \ \ — ^\ ` \ \ I \ \ \ I \ \G� \ \ \ \ i-' \I \ \ \ \\ / X ' \ \ \ \ \ Q SS -MH -S30 STA.=45+86.33 OFF.=0.02' HYDRANT 1 I \ I I I 5 Cv\ SS -MH -S28 I i SS -MH -S29 11 ' STA.=46+63.35 P STA.=47+51.18 OFF.=0.58' '1 I OFF.= -9.37' 1 i O 47+00 w STA.=45+63.33 OFF.=22;00' • CD SS -MH -S7 STA.=48+54.69 OFF.=2.83' • 110,01 1r i STA.=46+90.37 \\ OFF.=12.99' / ---- ------ 1 .25° PIPE BEND / `• • ♦\ ` \•`\ \ •\ \ ` . \. / , • 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6020 6010 6000 5990 5980 5970 5960 5950 I--- I I I 111 _ II'�---- I I I I I I I I 1 I 1 1 I 1 1I 1 I 1 I I 1 I 1 1 I 1 1 1 1 I 1 1 1 1 I 1 1 I 1 1 , I I • • I 1 I \\` , ` I I II Lr_ Rd� \ ` \�---- I _ __-1 J- --"Ar d- 1 I J !-...-2-4,_ .ter.— 1 I I I I 1 1 1 I I I I I I 1 I , I I I i �c \ I\ 1 1 .25° PIPE BEND \\ STA.=43+46.52 PROP. 10 -INCH \\ \\\OFF.=15.48' \ \ \ \ \ \ \ 1 \ D.I.P. (TYP.) \ \ \ \\ \ \\\ STA. =42 + 1 1 .55 - `\\ \\ • S �i O / \ \ \\\ \\\ \ \ OFF. -20.09' ��,� `\ ` \\ \\\ \\ ' �j \ \ \ \ % It. \\ J Y A \\=�100. I \\ i 1 1 .25° PIPE BEND '\ 1 ' \ �� d � STA. -41 +41 .96l�L M/ i ... Q� 0 Li 11.25° PIPE BEND STA.=41 +96.50 I 'I OFF.= 12.28' \\ \\ TEE PIPE BEND \\ STA.=45+75.66 \\,OFF. -15.1 7' \\\ 11.25° PIPE BEND \\\ \\\ STA.=46+ 18.02 V, OFF.= 13.20' \ \ \ \ \i i i OFF.= 1 1 .73' Md NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. PROP. 10 - INCH D.I.P. (TYP.) I, Ii /� /, /// / . , 0 9 11.25° PIPE BEND STA.=47+50.53 OFF.=13.47' II I EXIST. GROUND SANITARY SEWER 8 - INCH PVC SDR 35 UTILITY CROSSING PROP. GRADE L=208' S=1.00% MATL. =PVC -SDR 35 L=188' MATL. =PVC -SDR 35 SANITARY SEWER 10- INCH PVC SDR 35 UTILITY CROSSING 0 0 40+00 l< Pei 0 s- 0 0 41+00 LO CO 10 42+00 43+00 00 LO CO ID 44+00 Pei CO 10 45+00 46+00 ci 01 0 in to 00 1.0 in 47+00 48+00 vt in in 49+00 6020 6010 6000 5990 5980 5970 5960 5950 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: RIVERSIDE LOOP DRIVE SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O O 01 U) z CD C W 0 0 0 O 01 Z W a_ U) N W J O Lur Z CO 0 0 - J mcn Q E W LI] w m <00 z I- I - Woo _J J J W 0_ 0_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 N 22.50° PIPE BEND STA.=52+84.87 OFF.= -15.1 7' HYDRANT • • STA.=52+54.83 • OFF.= -22.00' • 53+190 111111 11•EM N. 22.50° PIPE BEND STA.=52+32.39 OFF.= -15.18' 22.50° PIPE BEND , N STA.=51 +69.82 OFF.= -15.17' TEE PIPE BEND STA.=51 +34.66 OFF.= -13.00' W , /; ' / 1 1 .25° PIPE BEND c,,• / , 1, / 17- 7_,_ /STA.=53+47.49 C \ �� ; ; OFF.= -15.17' ' / II /1 � /' �b / /, ' 1 I o //il ft. ` L ; , 11 ' (,..,(r)' ;' I / ii' HYDRANT / /;STA.=56+26.39 ; OFF.= -22.00' , / , I +0 ,, 0 ' L�__SS+oh; -/- 1 II I � ,, /, , , / / , 1 , „ /, I I 1 I _%• `: C , D S • cD C I , ' 5 6 , � �-rvin-a n i r � ` 1111 STA.=52+88.62 fT '_ / / / OFF.=14.14' SS MH S38 -1L" SS-MH-S36 ' 11/1 STA.=52+52.65 /OFF.=8.59' / I , OFF.=14.09'DO %I1 /S//'/h I 1 / ' 'STA.=52+05.98 , I /l11I OFF.=12.42' `y i _ - SS -MH -S35 • elf 11.25° PIPE BEND - STA.=51 +23.04 OFF.= -14.06' �`\\ °� \ \, ,, II STA.=51+18.31 OFF.= -0.12' \\ 1 \\ 11.25° PIPE BEND STA.=50+83.79 OFF.= -1 5.65' TEE PIPE BEND STA.=50+05.82 OFF.= -15.1 7' \ X Md 0 I I 1 I ` I, � I I,,/I / / // ' STA.=53+49.83 / ,; /I PRO SS -MH -S34 'I /, , I I I , I PROP. 8 -INCH , 1 r , ; , I I/I' / I r -- II IIIc. ;, / D.I.P.' (TYP.) / II /1 '' I ' I ' / ,+00/, , I /_, 1 P. 8 -INCH TPVC (TYP.) /'! I SS -MH -S39 I STA.=56+01.37 I OFF.=8.59' , I I //' /',I /; II/, I 11 I / l II l 1 / 11 ' I 1 / /s 1 _ „ ____ _ ALF?1,1)/E —, _ _ 'nen* _ ,l / 11 T!N8L ' & I I , / / '/'/ 00 /'// ��. /II /v _ % / , I I JJ / , I O �O /I / /' i ,J / I I 1 1 I l '1 L I/ I ,, I \ / I c'' -r'., /, / O\�O I , / ,I I / / <4 J. 1 I ,/` S/ ' I MOM - — -r I OOP DDOE / / , / 1 / I ' • ` \ // N ./o� •�` O �• • • • • • • \ • • • \ S r I I I I ; II I I , II I IIII SS-MH-S40 II I I STA. -59+01 .37 I ,/1 OFF.=8.59' I / , / 1 /' / /I' O c-). j I _ ,, I l l V l I , _1 1 / I/ I I, I I NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. EXIST. GROUND / STORM SEWER /24 -INCH RC C76 -A / UTILITY CROSSING ROP. GRADE STORM SEWER 36 -INCH RC C76 -A UTILITY CROSSING PROP. 8 -INCH D.I.P. (TYP.) qt o N. O (0 10 Ln M N s- (0 c00 L=79' S=1 .50% DIA.=8" MAIL.=PVC SDR 35 U) N O O II 0 > Z N. 0 CO II J W N M 6 N .- 0 CO t00 L=38' S=1.50% DIA.=8" MATL. = PVC SDR 35 U) r�) U) U) U) I I 0 W � �00 'CO Lq N M • O O o c9 O II II D Z 0 z z O re) U) I I 0 L=28 5=1.50% DIA.=B„ MAIL.=PVC U \ SDR 35 �.z W ) c • O 00 U) NJ 0 0 0 0 0 + • O O N � II II in I I a�n II w Z 0 W � U) O L=52' S=1.50% DIA.=8" MAIL.=PVC SDR 35 L=' 5=1248.75% DIA.=8„ M�TL.=PVC-SD 35 0) N O O 0 O (0 10 > Z I > II Z 0 01 v- 6 0) 0 O (0 t0 U) O N O CO II W z c)") 00 0 0) 0 (0 10 U) U) I I 0 c0 t t0 O 0 O (0 CO z I� — L() O N O O 0 co (0 II II 15 z 0 E Z Z 0) M (1) cn O M 0 O (0 10 O M 0 O (0 t0 N. 0 O (0 10 I I 0 c0 00 N. rri O O (0 t0 in co O O (c:0) 11 6 J II W W O E z z O N if) it) 0 O (0 10 o 00 Lri Ir) O O (0 t0 N in 6 0 O (0 10 O O (0 10 O rri CO O O (0 10 0 ori 6 O O CD 10 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r ...—:4)!,1".qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O (n (n z CD Li1 0 O O (n z W (n w N z .. Lu O r Z coo 0 - J mcn Q E w LI] wm <00 z I- 11-1 U U _J J J L _ 0_ D_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 �\ 7 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 — GD GD •_ MI • — IN • GD UL) vU \ Li •—• - r-7-0- M • • C:J vu U • •• •� PROP. 8—INCH DI D.I.P. (TYP.) n 60+0 2 LLL — J Ir In I 0 - r O HYDRANT / STA.=60+66.39 OFF.= —22.00' 61+00'' L 1 L62+00 J 0 co 63+00 •- ✓ U T VU T VU 64+0' PW P F PW ALP -INE BLUFF SikEET 000 Lc-) • O O h PW PW PW 1 11 L - ---------------- —.-—— i r SS—MH—S41 STA.=62+51.37 OFF. = 8.49' PROP. 8—INCH PVC (TYP.) Lr 1: V t PW PW HYDRANT STA. = 62+91 .39 OFF.= —22.00' i,-, / / " \\s --,,,, r ;O;o %/ (r, / / -\ ` \ `, \ \ / / ` ' -j / ` \\ / i P `,• • N=1594491.22N %\E=2502460.54 ■ 90.00° BEND \ `. NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. / PROP. GRADE PROP. 8—INCH D.I.P. (TYP.) CI m mri a0 0 O O tO Nr) ai 0 O CO tO L=346' 5=2.00% DIA. = 8" MATL.=PVC—SDR 35 O a1 0 O O tO EXIST. GROUND r, �.— 14) 0 00 co tO 0 01 0 0 CO tO (n I (I) (!) II 0 Z N M N O c0 + rn O II N •• II c0 00 J II I I Lei U u - u) (n 0 D_ z (0� N N 0 0 (0 10 c0 N � N 0 0 CO tO 0 0 CO tO O .- 0 0 co tO 60+00 61+00 62+00 63+00 64+00 65+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: r ...—:4)!,1".qp. COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design L d C ea ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ALPINE BLUFF STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (20F2) SHEET NUMBER: SW02.20 2 3 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 U) z CD U) W 0 O cO O 01 Z W 0 u N w Z 6-; Orr LL> \ Z O 0 O — mcn Q E w LI] W m < 0 0 Z I— I— w O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A SS -MH -S15 STA.=19+90.51 OFF.= -7.74' TEE PIPE BEND STA.=20+03.39 OFF.=14.87' 50 0 c < c?, #'c& ;:;" 0 / /, ------ II 7 I,, I, — — \ "�- \', I ' SS -MH -S19 I � 1 STA.=26+26.43 HYDRANT /% '\.) • `, ``, OFF.=0.00' , STA. -20+22.92 / T --r lI ', I \ "\ '9• 1 SS -MH -S 18 �% OFF.= -25.77' ' ; ,1, 1', \Osco STA. -25+93.48 6-x-00 I ' I \ OFF.= -3.14' 2 _L •N` \ I 1 \ I 1 I '` 1' PROP. 8 -INCH ,\'‘.°_-13--_- •'-7 app -_,....1-k- •'- � - 2J ;'�; 'I PVC (TYP.) __— • X ',',' SS -MH -S16 ', .-- STA.=21 +37.86 I �' OFF.= -2.33 I _ �1i I I I I, _ 22+p0 1 p0 -- ,. /� j / / / / / / / / / / /,' • //' 11.25° PIPE BEND STA.=21 +10.73 •' OFF.=15.08' // PROP. 10 -INCH D.I.P. (TYP.) / / /i/ ,/ / / r � / 22.50° PIPE BEND STA.= 22+05.49 OFF.=14.75' / i,' HYDRANT / / i I I \ � l I I I I , I 1 \'\/ / I I 1 — \- ' I I I I I —---J-,J'__ STA.=22+43.20 �I OFF.=22.00' ‘,1 7 SS -MH -S17 STA.=23+06.35 OFF.=1 .83' 1 11.25° PIPE BEND ' STA.=23+04.47 \, ,1 OFF.= 15.08' I SAD --ri-r 27+00 IT ;, J , --- __ � ,� , BEND 90.00° PIPE BEND STA.=28.88.10 OFF.=1 1 .02' SS -MH -S20 STA.=28+56.56 OFF.=2.20' 28+00 iI L I I i\ ti -57 0 2gkp _�. II ; 90.00° PIPE BEND 1 1 .25° PIPE BEND *1 STA.=26+37.50 STA.=28+56.90 I 1 OFF.=13.75' OFF.=15.10' • 22.50° PIPE BEND STA.=29+ 15.OFF.=0.41 ' HYDRANT STA.=28+81 .69 , 11.25° PIPE BEND STA.=25+93.43 ' 1 OFF. 10.02' HYDRANT 1 \ ' STA.=26+09.23_--->---- ; OFF.=21.98' ,- -_:.--- STA.= ; • • ,/ / ,/ / /' / /4 NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 50 100 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. • \ - - \ `. • • /1/ roam moon /,' /,' /,, / / / _" — `\ , -1 _ — ---- \ S \� HERON COURT / , / / , ,, , / I POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING PROP. GRADE EXIST. GROUND L=144' S=1.50% DIA.---- 8" MATL.=PVC-SDR 35 STA NNL O O II D 0 Z M O O tO O M 00 0 O O CV rr) 00 01 0 r 0 0 tO NNL L=165' S=1.50% DIA.=8" MATL.=PVC-SDR 35 N- O O O co 4 et O O O O tO it N- 0 O tO in (n M N I O N = O 0 II I N J (n II ii w V) O tO N tO f z N N I� • O O O O II II E— Z O 5 5 Z z O co N N O tO L=285' 5=1.80% DIA.=8" MATL.=PVC-SDR 35 00 I') ,5 (0 CO N LC) M N O tO PROP. 10 -INCH D.I.P. (TYP.) 111i T 10-INCHANIARY PVCSEWESRD R 35 II", —� UTILITY CROSSING \ / — \_ 1 L=29' /=1.8O%\ DIA.=8„ MAT L. PV SDR 35 00 00 N N O tO 00 I cnI I Cl) II 0 STA Lu w N Cl)- - • O N O M I- CO N _O 17 O r0) (.0 a0 N -0 () . 00 rr) N O CO N O 0 2711 :31Ii 000OO + O co II II J II D I 0 J II I II I-UZ0 �(j II wZ0 WW • C II W OEZZ 0 O CC Z Z In to L 0) •— 00 NI N ' Cr; N (.0 tO C0 tO L=227, S=1.15% DIA. -=8" MATL.=PVC-SDR 35 ■ oo r7 I� O O O O tO t0 0) O f M tO OUT c0 Pr) rri CV In In co cNi NI NI tO 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: NN:\ COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: IllLogda 1 Planning 1 44, co cL 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O 01 z CD U) LTJ 0 O O U) z L1J u N w z 6-; Lu J O r Z coo 0 f J cn Q E w LI] wm <00 z I- 11-1 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 8 9 10 H G F E D C B A 50 N 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' o,�TR� 0 // pow, HIGH �, 306 57 + CREEK ` oo ROAD 31// 1- 'w , PROP. 10—INCH D.I.P. (TYP.) / / / / / / / / / / / / QV P w w J CO LEW z_ a_ J • ♦\ I1 I) 90.00° 22.50° PIPE BEND STA.=30+ 34.29 OFF.= 15.08' TRACT AO OPEN SP4dE) 64760 S. F PIPE BEND STA.=31 +56.37 OFF.= 14.14' NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. 6060 6050 6040 6030 6020 6010 6000 5990 5980 S.F EXIST. GROUND PROP. GRADE PROP. 10—INCH D.I.P. (TYP.) ccs co c0 0 r, i o r- tb N in M N co 0 0 0 0 0 0 0 0 30+00 31 +00 32+00 0 0 0 0 0 0 0 0 0 0 rTh 6060 6050 6040 6030 6020 6010 6000 5990 5980 OWNER/DEVELOPER: 0 1V�Y' r` COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design I- d C co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 co Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HIGH CREEK ROAD SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (2OF2) SHEET NUMBER: SW02.22 1 2 3 4 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N 0 0 01 U) z CD C LTJ 0 0 0 01 Z W 0_ ~ N U) LU .. Zcy) LLI J o r Z co 0 0 - m�� Q E LI] O LI] W m < 0UJ LU Z LU I- 11-1 O O _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 • • • \N / • / • • • N / N N \ \ • ONISOOH T8bad0Ad ��VNIN l�dd u )' (NV ovald0J 1d16c0�9 SP'IS OH 1\009)( NV 10dd1 // //// / / / / / / / / / / /// 90.00° PIPE BEND •/ / / / \ ------ , / q 10 T, ------------- -------- -- ------ -- -- _ ---- -- ----- -- - -- -------------- 'TS 0009 - - - - - - - - - - - - - - ----1 / /' / 9'50 • STA.=20+09.82 �\`; OFF.= -16.20' ;, \,417------- ----- -E- t/ r •NN\\ 7 / , / , ,, / , / I 1 \ X ' , ♦\/ �\\00 // 11.25° PIPE BEND / HYDRANT ♦ STA.=21 +61 .16 I TA \. OFF. = -10.35' /,' `♦ /,' \\ /, ` • /,' \ /,' \ ` 1/' SS -MH -S53 N /,' STA.=20+91.80 \ ,; /�' OFF.= -0.19' �` ♦ \ ///♦ , ,/' /;•,,SS -MH -S52 �♦ ` 2 ' ` 0Q S .=22+25.76 j 0009 OFF.= -22.00' 1 1 .25° PIPE BEND STA.=22+54.54 OFF.= -13.68' • 23+01) _TS 0009 IS 0Q9 Y 24+00 L HYDRANT / / , w 9 101 0°,iii )( // \ • J'S 09_R=26+18.55 OFF.STA.=22.00' POP. 8 -INCH D.I.P. (TYP.) 2 +00 J 26+D+ / / I I \ ♦ STA.=21 +73.18 , OFF.=3.19' 11.25° PIPE BEND STA.=22+15.56 \ / ' OFF.= -13.05' • • / SS -MH -S51 ,4C STA.=22+56.57 OFF.=3.04' // / I /I/ ▪ r 1'S K98 101 T T NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. PROP. GRADE T PROP. 8 -INCH PVC (TYP.) ROOkERY S71EET �S 0 LL 9 101 SS -MH -S50 STA.=26+27.29 OFF.= 1 .96' SS -MH -S54 STA.=26+53.20 OFF.= 6.07' I I //' / SS -MH -S56 STA.=28+13.91 // OFF.=2.36' 22.50° PIPE BEND \j'~ STA.=27+99.45 /> N OFF.= -11.42' / / / STA.=27+24.41 \\`\`,, OFF.=4.48' 22.50° PIPE BEND SS -MH -S55 .X's, / , / STA.=27+24.35 OFF.= -1 1 .19' \ 22.50° PIPE BEND \ , \ \ \ \\\\ OFF.= -1 1 .29' \ .-T5 9608 \\,\\ \\ \\\ J°d 7 \1\ :;„._:-\\--\\:\,/,'' \ 01 101 \\\ \ \ - I' \ \ i' \ \ j - \ -- _--1—t” /-- STA.=26+51.07 • / / / / / D.I.P. (TYP.) STORM SEWER 36- INCH RC C76 -A UTILITY CROSSING 7 - L= 78' 5=2.20% DIA. MAIL. =PVC -SDR 35 L=80' S=2.207 DIA. =8» I I cn Ln I I 0 13) 0 cci oo Cn LLI co cn SDR 35 rei 0 SDR 35 cO oo 0 35 cn 11 CN1 CN 00 < col un= 511 co O) 0) in in 20+00 co N ori n a) 01 in in 21+00 M 0 0) cn LO In tri cn in in 22+00 0 01 23+00 in rti in LC) in 24+00 01 di LC) co 25+00 c0 N 11) 6 oi cn co if) i• n 26+00 6 ad co ao 0 in c0 00 27+00 in 0 co ao in to c0 00 in o 28+00 -Kr to in to oo 29+00 6010 6000 5990 5980 5970 5960 5950 5940 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 ia 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ROOKERY STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N O C6 O 01 U) z CD C Lei 0 0 0 (130 01 z W 0 u- ( w .. z LLI J O >- < CN oCN Z c00 J M E LI] U 0_ 1= LI; W m <00 z P- P - w 00 _J J J L_ 0_ a_ PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6010 6000 5990 5980 5970 5960 5950 5940 MATCHLINE STA. 29+50 _________,� �;I PROP. 8 -INCH _ i I PVC (TYP.) - _ _ I I SS -MH -S57 1 STA.=30+ 19.56 I i Cr4 I '` I OFF.=4.75' I t O 9 \ \ L I 1 i' + \,O K 5 \' \\� I1 1 F�� \ _ . I __, ' 22.50° PIPE BEND ---; I - _STA.=30+22.27 ' • N I �, _-� _ OFF.= -11.01' . \\ J \ \\, 0 PROP. 8 -INCH ' HYDRANT \\ D.I.P. (TYP.) \ \ N'`• STA. =30+59.45\ OFF.= -22.00 3 ' \ 22.50° PIPE BEND STA. =31 +00.56 ''<_ OFF.= -10.60' E�� \ • • \ \\ • • • "RPCr\ FRS HYDRANT / M�` 65 5 OFF. -3 26211335 k2 22.50° PIPE BEND N .N� STA.=31+75.54 '��• N NOFF.=-10.87' 11.25° PIPE BEND ROOKERY STEET 90.00° STA.=32+38.32 PIPE BEND ,1 N OFF.= -14.05' STA.=34+35.73 1 k / OFF.— FF. =11.25' .N ,� AR5�� /C�\ RPW \ ic" 06 • e,, -)15 V / 1- . N D N `kms RG� PpSEWPR \ ER%\�yl \k N N . -)(,4-16") / IN N N . ---_,,_,_::,.,,,, 4- NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. • • r PROP. GRADE EXIST. GROUND L-203' S=2.20% DIA.=8 MAIL.=PVC SDR 35 STA.=30+ 19.56 Lf) II L.� lL 0 "71- 0) 0) II J W w z N N 00 0) Ln II 0 z D.I.P. (TYP.) up ila Cy, 0 ' (N0 O (0 n'- N V r0 N. r701 O N O 0 N O N 0) M 0) K) 0) M O K) O 0) 01 0) 01 0) 01 0) 01 CO 01 CO 01 CO 0) 0) 0) 0) 0) 0) O) O 01 O 01 0) 01 0) 01 O 01 O 01 O 0) O) 0) 0) 0) O 0) in 1.0 in 0 in in in 0 in 1.0 in 0 in in in in in in in in 30+00 31 +00 32+00 33+00 34+00 35+00 6010 6000 5990 5980 5970 5960 5950 5940 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ROOKERY STREET SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE (20F2) SHEET NUMBER: SW02.24 2 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSSEWAGEWATER.DWG N 0 01 (n Z C U) W 0 O O (n z w 0_ N u N W , > rn Z J O r O \� Z co 0 0 — Mcn Q E w LI] W CO < 0 UJ Z I— I- 11-1 O O LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H 0 F E D C B A 50 0 cP'\ 130 \NP�� � 5O, — PROP. 8—INCH HYDRANT PVC (TYP.) STA.= 12+49.56 OFF.= -16.00' 00', NF P\-\\ - SS—MH—S43 STA.=11+56.12 X11 i� OFF.= -8.46' 22.50° PIPE BEND 12 STA.= 11+02.28 OFF.=8.03' 0 SS—MH—S42 STA.=10+85.25 OFF.= -8.46' I 90.00° PIPE BEND ' STA. =10+ 15.1 7 OFF.=9.67' --� SS—MH—S44 STA.=14+19.97 OFF.= -7.66' \3k00 00 V8 \ ` \ Q 22.50° PIPE BEND \\\ STA.=1 1 +72.85 ` \\ �-O g 5 \ \ OJ. -j \\ \ OFF.=7.93' 22.50° PIPE BEND `\`\ \ \ STA.= 1 1 +39.42 , \, OFF.=7.97' ' `\ 22.50° PIPE BEND \ STA.=10+68.19 OFF.=8.00 I . 1 1 11 1 ' 1 1 1 1 I ' I 1 I II I I I 1 1 I 1 I 1 I 1 'I �� I 1 1 1 1 11 I 1 IJ-- 1 — 0�� 1 1' 11 I 1 1 1 I 1 1 1 I I I I 1 I 1 1I 1 ' ' I STA.=16+57.42 1 I 1 1 1 1 ' I I I OFF.= -16.02' I' 'I II 1I 'I I I11 6+00 '11 �)-I-00 1I 1 1I 1 \I ' 1 1 1 1 1 1 1 1 1 I I I I =�= �I 1 1 I -�1 1 1--- SS—MH—S45 STA.=16+91 .27 I i OFF.= -4.85' HYDRANT II I I I I I I I I I I WOO PW __E.W-- 11.25° PIPE BEND 11 STA.=14+19.97 I 1 OFF.=3.08' 1 '1 '1 '0 '1 I '\ O\ ' '1 I 1 I 'I '11 '' �0� 5• '\ I '\ 'I '\ II y✓O ' 'I 1 1 "1 1 .-,2 I 1 1 I 1 1 ' C32 1) v i ,�� 1 1 1 I ' 1 l 1 1 I 1 \ I 1 \ I 1 1 \ I\ I I I I I \ 1\ I I' 1' I I 1 1 1 111II I 1 ' I' I 1111 _ — �1�� 1 1-- ' 1 /j / / / / /// 17+00 / / / / / —/ ��-L// PJN . 11 25° PIPE BEND i4 PROP. 8—INCH STA.=16+75.39 D.I.P. (TYP.) OFF.=8.54' I .00 ---- \ / •/ 11 11 / SS—MH—S46 1 1 1 1 / STA.= 1 7+46.20 OFF= -795 / / ,' / 1 1 1 1 1 1 1 1 I 1 I I 22.50° PIPE BEND STA.= 17+28.32 OFF.=5.93' I1 1 1 1 1 'l l I 1 1 I ' I 1 1 1 I 1 I ' 1 I , 1 1 1 , •• � J ,-4 • •/,i /• / , 22.50° PIPE BEND STA. =18+01 .43 OFF.=6.08' / 90.00° PIPE 0.00 moi, \, I ; \\ 5 \ I ,, �\ / / I , SS—MH—S30 -------- STA.= 10+00.02 OFF.= -1.00' HYDRANT \ \ STA.=10+22.00 OFF.=22.00' • NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 50 100 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA SCALE IN FEET VERT: 1"= 10' 6030 6020 6010 6000 5990 5980 5970 5960 (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. - POTABLE WATER UTILITY CROSSING EXIST. GROUND PROP. GRADE STA.= 19 +01 OFF.=9.67' ♦ ♦\ ` \ BEND ` \ i .98 / / / / /1/ /1/ / SDR 35 STA.= 10+00.02 cN cO in up 11 W o .5O:3 SOR 35 0 o o in to D.I.P. (TYP.) sDR 35 cNi co CO OD • -Kr oo cO CO OD in ui r. 12 cri NI if) 0 0 in In CD 0 tO O tO cin 0 co 1.6 CO OD cd II II 0 0 11 0 01 0 cNi STA.= 17+46.20 aij II W 0 0 co 0 0 0 0 cN 0 1,0 OD OD 0 05 03 CD 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6030 6020 6010 6000 5990 5980 5970 5960 OWNER/DEVELOPER: r COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics 1 Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: ORE COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: 2 3 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \PEP-PNPSSEWAGEWATER.DWG N O C0 O (n U) z CD C Lei 0 0 O O (n Z W 0_ Cn (n NN w. LLI OCN f2 Z CO 0 - J m\� Q E LI] 0 LI] w m <00 z w 00 LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 8 9 10 H G F E D C B A 50 0 50 100 SCALE IN FEET HORZ: 1 "= 50' VERT: 1"= 10' 6040 6030 6020 6010 6000 5990 5980 5970 90.00° PIPE BEND STA.=10+13.82 ', OFF.= -10.54' -_i�1 --- �- -- - - 90.00° PIPE BEND STA.= 15+23.75 OFF.= -9.51' I; :II HYDRANT _I fI+1 1 1 STA.=15+12.6 4 LulVHCREEK OAD OFF.= -17.17' -r---_L R _ ------- /' HYDRANT STA.= 10+22.1 7 OFF.=1 7.05' SS -MH -S21 ( STA.=10+69.79 • OFF.= 6.13' PROP. 8 -INCH PVC (TYP.) SS -MH -S22 22.50° PIPE BEND STA.=1 1 +31.66 OFF.= -6.51' 22.50° PIPE BEND STA.= 13.65.53 OFF.= -6.58' HYDRANT STA.=12+82.17 OFF.= 14.67' PROP. 8 -INCH D.I.P. (TYP.) 7- /-- I 22.50° PIPE BEND STA.= 14+81.90 OFF.= -6.33' SS -MH -S27 STA.=14+51.44 OFF.=9.31' i n ♦ ♦ ♦// \ `` \. \i ,STA.=11+25.32 j; OFF.=5.76' %�- 22.50° PIPE BEND \\\ STA. =1 1 +91.89 22.50° PIPE BEND STA.=14+25.47 '\ OFF.= -6.19' , / STA.=13+80.90 OFF.=8.92' / , -.\''-,/ Y \ OFF.= -6.02' SS -MH -S23 , STA.=1 1 +87.66 OFF.=5.64' • , 22.50° PIPE BEND STA.=12+44.15 OFF.= -6.24' SS -MH -S24 STA.=12+40.33 OFF.=5.59' H -ER ION COURT NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. VERTICAL BENDS IN POTABLE WATER LINE MEETS MAXIMUM DEFLECTION CRITERIA (5 DEGREES) UNLESS OTHERWISE NOTED. 4. LOOKING UP STATION, POSITIVE OFFSET IS TO THE RIGHT OF CENTERLINE. LOOKING UP STATION, NEGATIVE OFFSET IS TO THE LEFT OF CENTERLINE. ♦ ' i ' ' SS -MH -S26 22.50° PIPE BEND STA.= 13+05.20 OFF.= -6.68' SS -MH -S25 STA.= 13+02.24 OFF.=4.95' cN\ •�`, - POTABLE WATER 10 -INCH D.I.P. UTILITY CROSSING EXIST. GROUND i PROP. 8 -INCH D.I.P. (TYP.) PROP. GRADE L=66' S=2.00% DIA.=B„ MATL.=PVC-SDR 35 co 0 It N (n 1 (n II . ▪ (n rn n N N OFF.=6.13' L=54 5=2.00% DIA.=B„ MAT L.=PVC SDR 35 EL=6029.91' �.w z o cc). 1-6 _ O O O O II u � Z 0 Z Z �o N M CNtO N N C 1 I (n (n II 0 L=60 5=2.00% DIA. = 8„ MAIL. =PVC SDR 35 EL=6030.16' . N M N 1 I () (n II 0 L=501 5=2.00% DIA.=8 MAIL.=PVC SDR 35 L=60' 5=2.00% DIA.=8" MAIL.=PVC SDR 35 L=78 S=2.Op% DIA.=8 MATL.=PVC SDR 35 L=70 S=2.00% DIA.=8„ MAT L.=PVC SDR 35 STA.= 11+87.66 OFF.=5.64' M MtO RIM EL=6030.21' N 1 I STA.= 12+40.33 N. 00 M CO tO 17) Ln I I L.� LL 0 Z • w• 57 r- 0-) rn oci O up O II D Z 0 Z Z N I I Cn (n II 0 STA.= 13+02.24 z L.iJ O O Pi O N N O 0O O II II Z 0 Z Z N I I (n II 0 STA.= 13+80.90 N N N O CO II J II 11 w Z 0 > > 0 E Z Z cin (n II 0 t. I I (n 4 CV InCO ID N U) N) N 0 CO 11 0 Z 10+00 11+00 12+00 13+00 14+00 15+00 16+00 6040 6030 6020 6010 6000 5990 5980 5970 OWNER/DEVELOPER: ' �V irvd � COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design L N C eaea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: HERON COURT SANITARY SEWAGE COLLECTION AND WATER SUPPLY PLAN AND PROFILE SHEET NUMBER: SW02.26 1 2 3 4 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-DETAILSSANITARY.DWG N O (n z w 0 O cn O z w 0_ O w > 00 z LU _J O r Z coo J M Q E w LI] W m < 0 0 z I— I— w U U LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 10 A 22-1/2' LONG RADIUS BEND OR 45' BEND CENTER OF WYE BRANCH TO BE PLACED IN UPPER THIRD OF SEWER MAIN SEWER LINE FOR SEWER SERVICE TAPS TO EXISTING LINES USE A FULL BODY WYE STUBOUT APPLICATIONS (NO CLEANOUT) - SHALL HAVE A 3M LOCATING DISK INSTALLED AT THE END OF STUBOUT. PLAN 120' PROPERTY LINE "PERMA–JOINT" STOP OR EQUAL - 6' STEEL FENCE POST AT END OF LINE TO 4'-0" ABOVE GROUND– PAINTED GREEN SERVICE LINE–SEE SPECIFICATIONS GRADE = 1/4" PER FOOT MIN. 6' STEEL FENCE POST– PAINT TOP 1' OF POST GREEN 3' (MIN) 3 M LOCATOR DISK SEWER SERVICE CONNECTION PVC CAP OR THREADED PLUG NOTES: 1. MINIMUM SEPARATION BETWEEN TAPS SHALL BE 18" 2. BACKFILL UNDER WYE TO BE CLASS 6 AGGREGATE BASE COURSE. 95% COMPACTION DENSITY PER ASTM D-698. DETAIL "F" Prepared By. SCHMUESIsR GORDON MEYER, INC. Fire: RFWSD\son–sewer\07–SewerServConn–DF RFT/SD STANDARD DETAILS Dote: 12/20/06 By. DM SERVICE CONNECTION NON—SHRINK GROUT PLAN MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. WITH THE WORD "SEWER" CAST 24" INTO COVER RING & COVER–SET TO PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED CONC. GRADE RINGS SET IN NON— SHRINK GROUT PRECAST ECCENTRIC CONE 2'-3' HIGH WITH WALL THICKNESS OF 6" AT TOP TO 5" AT BOTTOM 5" MIN ALL MANHOLE STEPS, PLASTIC COATED MA INDUSTRIES MODEL PS1 ASTM C-478-94 OR APPROVED EQUAL z CO N ±24" 8" MIN 16" O.C. 4' I.D. MIN 12" COMPACTED 3/4"—..„N SCREENED ROCK • HAND SHAPE AS NECESSARY AROUND PIPE TO PROVIDE DRAINAGE—, INSTALL 1" DIAMETER DOUBLE RAM—NEK (OR EQUAL) JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, INSTALL 1 1/2" DIAMETER RAM—NEK ON MANHOLES MANHOLES LARGER THAN 48" PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -0478 INSIDE LIP TO BE HIGHER THAN OUTSIDE LIP 8"' MIN SECTION AO STANDARD MANHOLE TOP OF BENCH CAST IN PLACE WATERTIGHT FLEXIBLE RUBBER BOOT FLOW GENERAL NOTE 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST CI -318 SPECIFICATIONS 2. USE 5' I.D. WHEN PIPE SIZE 15"— 24". PRE–CAST MANHOLE BASE AND FIRST BARREL SECTION CAST MONOLITHIC ASTM–C478 DETAIL "A" Prepared BY, SCIIMUESER GORDON MEYER, INC. File: RFSW0\son–sewer\01–StdMH–OA RFWSD STANDARD DETAILS tate: 12/20/06 By: 0✓M STANDARD MANHOLE DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACKFILL —AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6" SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES 12" TRENCH BACKFILL NO ROCK ALLOWED GREATER THAN 6" PIPE SUBGRADE, STABILIZATION /� /k MATERIAL IF REQUIRED --- ri\%X`l/,> �/� COMPACTED CLASS 6 UNDISTURBED SOIL.•,•�a,;: "R p•�Y��` PIPE SUBGRADE / / 6" / BEDDING ZONE SEE BELOW TRENCH ZONES TRENCH BACKFILL BEDDING ZONE PIPE BEDDING ZONE SEWER PIPE BEDDING 1' 1/4 O.D., 6" MIN DETAIL "E" Prepared By: SCHMUESIsR GORDON MEYER, INC. Fila, RFWSD\son–sewer\ 11–SewerPip&Bed–DE RFWSD STANDARD DETAILS Data: 12/20/06 By: DIM TRENCH DETAIL OWNER/DEVELOPER: 1-1L \\s ivr � COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 '6 C r c6 0.Logistics I Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SANITARY SEWAGE DETAILS SHEET NUMBER: SW03.01 1 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSWATERSUPPLY.DWG N O 01 z U' w 0 O O (n z L1J 0 Cn LLJ > 00 z Lu _J O /- Z co 0 J M (n E LI; i= LI; L±J CO < o 0 z 1-1= uJ U U _I J J L.L_ 0_ 0- PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A PIPE PIPE POLYETHYLENE TUBE PIPE STEP 1 PLASTIC TAPE POLYETHYLENE TUBE STEP 2 PLASTIC TAPE POLYETHYLENE TUBE 12 GAUGE INSULATED COPPER TRACE WIRE inioili`=l ==svaiiiriin STEP 3 FIELD INSTALLATION - POLYETHYLENE WRAP WHERE SPECIFICALLY REQUIRED FOR SOIL APPLICATIONS STEP 1 - PLACE TUBE OF POLYETHYENE MATERIAL ON PIPE PRIOR TO LOWERING IT INTO PLACE STEP 2 - PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC TUBE IN PLACE. EXERCISE CARE TO PREVENT PENETRATION OF PE WRAP WITH GRAVEL, ROCKS, ETC. STEP 3 - OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE PIPE BARREL, FOLDED ON TOP OF PIPE AND TAPED IN PLACE. POLYETHYLENE WRAP DETAIL "1" Prepared By SCHMUESIsR GORDON MEYER, INC. File: RFWSD\woter101-PolyWrop RFWSD STANDARD DETAILS Dote: 12/20/06 By DIM POLYETHYLENE WRAP TRAFFIC FLANGE k. PER SPECIFICATIONS 4' CONNECT VALVE TO TEE PUMPER NOZZLE SHALL FACE ACCESS THREE PIECE ADJUSTABLE VALVE BOX CURB & GUTTER DEBRIS CAP 2 Z RN. GRADE ELEV co RN. GRADE ELEV.. EXTENSION(S)� AS NECESSARY CONCRETE REACTION BLOCK I I . TYLER TYPE 6860 SERIES TYPE 160 WIDE OVAL BASE OR APPROVED EQUAL 12 GAUGE INSULATED COPPER TRACE WIRE CONC. BLOCKS UNDISTURBED EARTH NOTES: 1) ALL JOINTS FROM MAIN TO JOINTS. 6" MJ x MJ NON- RISING • STEM GATE VALVE PROVIDE TWO 3/4" GALV. • TIE RODS W/ EYE BOLTS HYDRANT DRAIN PIT, 27 CUBIC FT. OF 1-1/2" WASHED ROCK HYDRANT SHALL BE RESTRAINED MECHANICAL SEE CONCRETE REACTION BLOCK DETAIL JOINTS OR FLANGED MJ x SWIVEL 2) HYDRANT, VALVE AND FITTINGS TO BE 250 P.S.I. RATED. 3) POLYETHYLENE WRAP SHALL COVER D.I.P. ASSEMBLY FROM HYDRANT BASE TO WATER MAIN. 4) ALL HYDRANT LEAD PIPING TO BE 6" CLASS 250 D.I.P. UNLESS OTHERWISE NOTED 5) CENTERLINE OF HYDRANT TO BE 4'-0" FROM BACK OF CURB UNLESS OTHERWISE NOTED. 6) INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX LID TO TOP OF NUT SHALL NOT EXCEED 5'-0" FIRE HYDRANT ASSEMBLY INSTALLATION DETAIL DETAIL "4" Prepared By SCRMUESIsR GORDON MEYER, INC. Fi/e:RFWSD\woter104-Fhyd RFWSD STANDARD DETAILS Data: 12/20/06 By: DIM FIRE HYDRANT ASSEMBLY FOUR (4) NO. 4 EPDXY COATED REBAR EMBEDDED 18" INTO CONCRETE W/ ENDS BENT 90 DEGREES AS SHOWN BOND BREAKER 4 MIL POLYETHYLENE PLASTIC (TYP) VERTICAL THRUST BLOCK - SECTION -4111MINIMUM BEARING 11,' _ '/ / \'/SURFA E AREA - SQ FT (FOP 200 PSI 1 °�•' • � INTERNAL PIPE PRESSURE) BOND BREAKER 4 MIL POLYETHYLENE PLASTIC (TYP) BENDS - PLAN ,1111 41. $ IMINIMUM BEARING ,, • " ! 1 t SURFACE AREA - SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDISTURBED EARTH UNDISTURBED EARTH TEE - PLAN MINIMUM BEARING SURFACE (SF) FOR 200 PSI AND LESS SIZE OF PIPE BENDS TEE OR DEAD END 11-1/4° 22-1/2° 45° g0° 6" 1.3 2.5 5.0 9.0 6.4 8" 1.3 2.5 5.0 9.0 6.4 10" 1.9 3.8 7.4 13.7 9.7 12" 2.7 5.4 10.5 19.3 13.7 16" 4.7 9.3 9.1 33.6 23.8 20" 7.2 14.3 28.0 51.8 36.6 SEE W-17 FOR SIZING DEAD END - PLAN 2/3 O.D. PIPE MINIMUM BEARING SURFACE AREA - SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) UNDISTURBED EARTH MINIMUM BEARING SURFACE AREA - SQ FT (FOR 200 PSI INTERNAL PIPE PRESSURE) fr BEDDING MATERIAL TYPICAL CROSS SECTION MINIMUM BEARING SURFACE (SF) FOR 250 PSI AND LESS / NOTES' 1. FOR 200 PSI INTERNAL PRESSURE, INCLUDING WATER HAMMER 2. MEGALUG RESTRAINTS MAY BE USED IN CONJUNCTION WITH THRUST BLOCKS WITH PRIOR APPROVAL FROM THE DISTRICT 3. MINIMUM AREA REQUIRED WILL BE THAT OF AN 8 -INCH MAIN 4. ALL THRUST BLOCKS SHALL BE FORMED. THE MINIMUM THICKNESS FORM MATERIAL SHALL BE 3/8" PLYWOOD 5. BEARING AREA BASED ON SOIL BEARING PRESSURE OF 2000 lb/sf 6. CONCRETE SHALL HAVE A 28 DAY COMPRESSION STRENGTH OF 3000 psi UNDISTURBED EARTH SIZE OF PIPE BENDS TEE OR DEAD END 11-1/4° 22-1/2° 45° g0° 6" 1.6 3.1 6.2 11.4 8.0 8" 1.6 3.1 6.2 11.4 8.0 10" 2.4 4.7 9.25 17.1 12.0 12" 3.4 6.7 13.1 24.2 17.1 16" 5.8 11.6 22.7 42.0 29.7 20" 9.0 17.9 35.0 64.8 45.8 CONCRETE THRUST BLOCKS DETAIL "2" Prepared By SCHMUESER GORDON MEYER, INC. File: RFWS \,,ster102-ConcTrustB/k RFWSD STANDARD DETAILS a.m.. 12/20/06 By. arm CONCRETE THRUST BLOCKS 4" THICK CONC PAD AROUND BOX WHEN LOCATED IN GRASS OR DIRT 3/4" BELOW FINISHED GRADE DEEP TYPE VALVE BOX LID DEBRIS CAP FINISHED GRADE '1 III=•. II��1�I .• 6" OF CLASS 6 AGGREGATE ' • ' • BASE COURSE COMPACTED 1Lf� I I11IJ L, n -f TO 95% STANDARD PROCTOR � � . I i - 1' io I �n THREE PIECE ADJUSTABLE VALVE BOX 12 GAUGE INSULATED COPPER TRACE WIRE 2" SQUARE NUT GNE77C TRACER TAPE COLOR CODED BLUE WITH "WATER LINE LOCATED BELOW" PRINTED ON TAPE. TYPE 3M SCOTCHMARK" OR APPROVED EQUAL COMPACT BACKFILL TO 98% STANDARD PROCTOR TO SURFACE TO SUPPORT VALVE BOX TYLER TYPE 6860 SERIES TYPE 160 WIDE OVAL BASE OR APPROVED EQUAL _I�I-T-III,_„11�C GATE VALVE TYPICAL GATE VALVE WATER MAIN NOTES: 1. ALL VALVES ADJACENT TO FITTING SHALL BE MJ. IN LINE VALVES TO BE MJ x MJ. DESIGN LOCATIONS OF VALVES ARE OUTSIDE OF CONCRETE, CURB/GUTTER AND VALLEY PANS. 2. INSTALLED VALVES WHICH CONFLICT WITH CONCRETE AREAS SHALL BE RELOCATED AT THE CONTRACTOR'S EXPENSE. 3. THIS DETAIL DOES NOT APPLY TO HYDRANT ASSEMBLY VALVES. 4. INSTALL VALVE STEM EXTENSION AS NEEDED TO INSURE THE DISTANCE FROM VALVE BOX LID TO TOP OF NUT SHALL NOT EXCEED 5-0" 5. THE TRACER WIRE SHALL BE EXTENDED TO THE SURFACE AT ALL VALVES AND FIRE HYDRANTS. THE WIRE SHALL BE EXTENDED TOWARDS THE GROUND ON THE OUTSIDE OF THE VALVE BOX UNTIL THE WIRE IS WITHIN FOUR INCHES (4") OF THE TOP OF THE LID, AT WHICH POINT IT SHALL BE BROUGHT BACK INSIDE THE BOX AND SECURELY FASTENED. SUFFICIENT SLACK IN THE OUTSIDE OF THE WIRE SHALL BE PROVIDED TO COMPENSATE FOR ANY FUTURE ADJUSTMENT TO THE VALVE BOX. DETAIL "5" Prepared BY, SCIIMUESER GORDON MEYER, INC. Fite: RFWSD\water105-Cate✓a/ve RFWSD STANDARD DETAILS Dote: 12/20/06 By: 0./M TYPICAL GATE VALVE COMPACTED CLASS 6 COPPER SERVICE LINE UNDISTURBED SOIL PIPE SUBGRADE 12 GAUGE INSULATED COPPER TRACE WIRE TRENCH BACKFILL /* q R;' • • z BEDDING ZONE SERVICE STUB -OUT BEDDING PROPERTY LINE OR AS STAKED 5'-6" MINIMUM COVER FOR WATER MAINS TYPE K COPPER PIPE woo moo moo Now Now woo NOM INSULATED CURB STOP GENERAL NOTES 6" MIN 6' STEEL FENCE POST - PAINT TOP 1' OF POST BLUE 4' 2' V BUFFALO TYPE CURB STOP SHAFT, LOCATED IN NON -TRAFFIC AREA. IF LOCATED IN TRAFFIC AREA THE CURBSTOP SHAFT MUST BE TRAFFIC BEARING COMPACTED CLASS 6 PLACE 3M LOCATING DISK 8' MINIMUM COVER FOR SERVICE LINES ""E-� CONCRETE BLOCK BEARING ON UNDISTURBED SOIL WRAP MINIMUM OF 3' OF COPPER SERVICE LINE W/POLYETHYLENE ENCASEMENT ELEVATION 1. CURB STOP TO BE LOCATED AT THE PROPERTY LINE OR AT THE EDGE OF EASEMENT -WHICHEVER IS CLOSER TO THE MAIN. 2. CURBSTOP - ALL FITTINGS SHALL BE COMPRESSION FITTINGS. 3. CURBSTOP - MANUFACTURER REFERENCE MUELLER 825204 OR APPROVED EQUAL. WATER SERVICE STUB OUT DETAIL "3" Prepared By SCDMUESIsR GORDON MEYER, INC. rile: RFWSD\woter103-WatS"rvStubOut RFWSD STANDARD DETAILS Data: 2/20/06 By DIM SERVICE CONNECTION USE SCH 40 GALVANIZED STEEL 3" VENT W/ WIRE MESH SCREEN AND CLAMP -EXTEND 3' ABOVE FINISH GRADE NON -SHRINK GROUT MH FRAME AND COVER HS20 LOADING RATED OR EQUAL. WITH THE WORD "WATER" CAST INTO COVER f 2'-0" RING & COVER -SET TO PARALLEL FINISHED SURFACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM OF SIX -2" THICK REINFORCED CONC. GRADE RINGS SET IN NON - SHRINK GROUT N z 0 U z X/_I' in 90' ELBOW PRECAST ECCENTRIC CONE INSTALL 1" DIAMETER DOUBLE RAM NECK (OR EQUAL) JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT LIFT HOLES ON INTERIOR, PROVIDE 1 1/2" DIAMETER RAM NECK ON MANHOLES LARGER THAN 48" 0 12. ▪ ALL MANHOLE STEPS PLASTIC COATED MA INDUSTRIES MODEL PS1 ASTM C-478-94 OR APPROVED EQUAL PRECAST REINFORCED CONCRETE MANHOLE BARREL PER ASTM -C478 WITH STEPS INSIDE LIP TO BE HIGHER THAN OUTSIDE LIP CONTINUE 12 GAUGE INSULATED COPPER WIRE THROUGH MANHOLE N COMPACTED 3/4" SCREENED ROCK 9 / GENERAL NOTES 1. ALL CONCRETE WORK SHALL COMPLY WITH LATEST ACI -318 SPECIFICATIONS 2. AIR VALVE ASSEMBLY LARGER THAN 2" SIZE SHALL BE SPECIALLY DESIGNED AND MEET WATER DEPARTMENT REQUIREMENTS UNDISTURBED SOIL CONCRETE FOOTING, 9"x12"x8'-0" 2" COMBINATION AIR VALVE & MANHOLE LEGEND ® 2" CORPORATION TAPERED THREADS INLET ® 2" X 4" THREADED BRASS NIPPLE © 2" THREADED GATE VALVE WITH WHEEL (CRANE OR NIBCO) © 2" THREADED INLET APCO 144 AIR AND VACUUM RELEASE VALVE © 2" X 90' PLASTIC ELBOW FOOTING PLAN DETAIL "7" Prepared By SCDMUESIsR GORDON MEYER, INC. rite: RFWSD\woter\07-2c,,,,MrwolMH RFIPSD STANDARD DETAILS Dote: 2/20/06 By.. DIM 2" COMBINATION AIR VALVE & MANHOLE OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 11 Logistics I Planning I Design I- C 16 to sZ 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: WATER SUPPLY DETAILS (1 OF 2) SHEET NUMBER: SW04.01 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSWATERSUPPLY.DWG N 0 Cn (� Q z CD () W 0 O cn 0 z LLJ Cn L() w > 00 z _I 0 /— Z (.0 0 J M a E LI] LI] LTJ < 0 0 z I— I— w 00 I _ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 3 5 6 7 8 9 10 H G F E D C B A RING AND COVER.TYPE CASTINGS INC. (IMH-250-24—C1/INVERTED) OR APPROVED EQUAL BY DISTRICT. LID TO BE PAINTED BROWN AND EMBOSSED WITH "RAW WATER" FROST SEAL TO BE INSTALLED. NISHED GROUND LINE 24" CONCRETE BARREL SECTION (24" ID) 2 1/2" BRASS OUTLET CONNECTOR W/ NST THREADS (TO BE APPROVED BY DISTRICT) MAINGUARD 2" BLOW—OFF HYDRANT (OVERALL LENGTH SHALL EQUAL DEPTH OF MAIN PIPE MINUS 6") 2" SCREENED ROCK 2" BRASS STREET "L" (NOT BY KUPFERLE FOUNDRY) CRUSHED ROCK 2" BRASS NIPPLE (NOT BY KUPFERLE FOUNDRY) 2" TAP DOUBLE STRAP TAPPING SADDLE (TYPE FORD OR APPROVED EQUAL,NOT BY KUPFERLE FOUNDRY) MAIN PIPE (SEE PLAN VIEW FOR SIZE) TYPE: ECLIPSE No. 78 NOTES: Blow—Off Hydrants shall be non—freezing, self draining type, Set underground in a town approved meter box, these hydrants will be furnished with a 2" FHP inlet, a non—turning operating rod, and shall open to the left. All of the working parts shall be of bronze—to—bronze design, and be serviceable from above grade with no digging. The outlet shall also be bronze and be 2-1/2" NST. Hydrants shall be lockable to prevent unauthorized use os manufactured by Kupferle Foundry Co., St. Louis, MO, or approved equal. (Overall length 6" shorter than normal depth of bury. Minimum opening in meter box should be 20") AIR RELEASE HYDRANT (MANUAL) DETAIL "8" Prepared By SCRMUESER GORDON MEYER, INC. Fite: RFWSD\water\08—AirReBMan RFWSD STANDARD DETAILS' Date: 12/20/06 By. 0dM AIR RELEASE HYDRANT (MANUAL) WATER LINE 10 GAUGE INSULATED COPPER IMRE 10' S' 10' ENCASE JOINTS IN CONCRETE OR IMPERMEA:LE SLEEVE 0 . • r, 6 r ••i b• • 5 .. . '. .r.t .d, •R .K SANITARY SEWER LINE IF WATERLINE IS 18" OR LESS ABOVE SEWER OR IF WATER UNE IS BELOW THE SEWER LINE, INSTALL CONCRETE ENCASEMENT. ENCASEMENT MUST EXTEND UNTIL THE WATER AND SEWER PIPE ARE SEPARATED BY MORE THAN 10 FEET. IN LIEU OF CONCRETE EN— CASEMENT C900 PVC PRESSURE PIPE OR YELOMINE PRESSURE PIPE MAY BE SUBSTITUTED. SANITARY SEWER LINE SECTI ONO STEEL CASING THICKNESS AND COATING PER REGULATORY AGE CY 12 GAUGE INSULATED / COPPER WIRE CONCRETE ENCASEMENT HIGH DENSITY RUBBER CASING WITH 3/4" WIDE STAINLESS STEEL STRAPS. PIPELINE SEAL AND INSULATOR CO. MODEL W OR ACCEPTED EQUAL. STEEL ENCASED WATER UNE STEEL CASING 12 GAUGE INSULATED COPPER WIRE CASCADE SPACERS — OR APPROVED EQUAL SECTION n CONCRETE & STEEL PIPE ENCASEMENT DETAIL "14" Prepared By SCRMUESER GORDON MEYER, INC. Fite: RFWSD\water\14—Enrose01 RFWSD STANDARD DETAILS' Date: 12/20/06 By. DUM CONCRETE AND STEEL PIPE ENCASEMENT DISPERSE LARGE ROCKS IN THIS ZONE PROVIDED ROCKS DO NOT INTERFERE WITH BACKFILL COMPACTION REQUIREMENTS BOULDERS GREATER THAN 18" TO BE REMOVED FROM BACKFILL —AND DISPOSED OF OFF SITE. NO ROCK ALLOWED GREATER THAN 6" SEE SPECIFICATIONS FOR COMPACTION REQUIREMENTS VARIES I 12" TRENCH BACKFILL NO ROCK ALLOWED GREATER THAN 6" PIPE SUBGRADE, STABILIZATION /'`•'.'.• / MATERIAL IF REQUIRED --- moi%/\\%��/\`\/ COMPACTED CLASS 6 UNDISTURBED SOIL • \i - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANIRRIGATION.DWG N O (n () Z CD (n W 0 0 0 O (n z w 0 (n N W > 00 Z LLI J 0 r O \� Z (0 0 0 f J M Q E w O L;j w m < 0 UJ z w O O _J J J 3 4 5 6 7 8 9 10 H G F E D C B A I I 1 -- -- - -- -- .. .. .. .. .. N- SECTION LINE .. .. TOWNSHIP LINE 1\ \ \ \ \ \ .. /� , \\ 1.1 \ \ /\\ I I' I RAW WATER IRRIGATION DEMAND FILING NUMBER HIGH PERFORMANCE AREA (ACRE) TRADITIONAL PERFORMANCE AREA (ACRE) LOW PERFORMANCE AREA (ACRE) MAXIMUM RAW WATER DEMAND (CFS) MAXIMUM RAW WATER DEMAND (GPM) RAW WATER DEMAND (ACRE-FT/YEAR) RAW WATER DEMAND (ACRE -FT) FILING 1 2.13 13.86 7.27 0.58 261.01 48.34 2.08 FILING 1A 0.00 1.87 0.00 0.05 21.28 3.95 2.11 FILING 1B 0.00 0.94 0.00 0.02 10.69 1.98 2.11 FILING 2 0.46 3.89 2.60 0.17 76.74 14.20 2.04 FILING 2A 0.00 1.72 0.00 0.04 19.50 3.62 2.11 FILING 3 0.95 7.13 1.26 0.24 107.49 19.96 2.14 FILING 4 0.65 8.90 3.59 0.33 146.29 27.09 2.06 FILING 4A 0.00 1.63 0.00 0.04 18.51 3.44 2.11 FILING 5 0.56 4.32 3.43 0.20 91.34 16.89 2.03 FILING 5A 0.00 0.79 0.00 0.02 8.94 1.66 2.11 FILING 6 0.99 11.02 3.02 0.38 169.75 31.48 2.09 TOTAL 5.73 56.07 21.17 2.08 931.55 172.61 2.09 \ \ r EXIST. BIKE PATH \ \\\ \\ \ \ • • ` \ \ \ \\ //T \ /'/,/ \ N N \ , \\ EXIST. \\ GLENWOOD DITCH (TO REMAIN) \ \ \\ N \ \ 1 5- • • • • PROP. TRAIL /! * END PROP. DITCH Fi 5), LENWOOD LOCATION EXIST. (T / LENWOOD DITCH \ BE RELOCATED) PROP. RELOCATED GLENWOOD DITCH ING \\\\ x \ / , \ \ X \\ / • \\\\ \\_//// \\\ \ \ \ \ \\ \ \ \ \ \ \ Ai \ \ \ --A \ \ \ `A % \\ \ 1\ \ - ----:- -\ \ \\\ \\ \\ - - --:----!-- - - I \ $ \\ 1\\\\\\\\\\ \ \ \ \ \\ 1\ \ \\\\\ \ • \ \\ - - \ \\ \ X 0 t- - \\\\ \ \\ek IA \\ __ _ _ .•''A-,... lie \ \ \ \\ C. PROP. WATER QUALITY POND MATCHLINE SEE SHEET SW05.02 100 0 100 200 SCALE IN FEET OWNER/DEVELOPER: :Offwqmiln COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: IRRIGATION SYSTEM PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANIRRIGATION.DWG N 0 cci0 (n U) Z CD (7 W 0 0 0 cciO (n z W u N W 00 LLI J O r O \� Z co 0 J m 0 W U A L:Li w m Q o 0 Z Woo J J Li 0_ 0_ 2 3 4 5 6 7 8 9 10 H G F E D C B r i PROP. RELOCATED GLENWOOD DITCH _r EXIST. GLENWOOD DITCH (TO BE RELOCATED) —— MATCHLINE SEE SHEET SW05.01 —— I I I I I I I I I I I I 1 I I 1 1 I \ \ • • \ • \ \ • * EXIST. BIKE PATH • \ \- - \ ' \ \ PROP. TRAIL _--------,,► ► ► -- i I •••• • • • • \. • • • • • �r �R \ FI •ING 3' FI •ING 2,' •: X ROw 50 s • N-\ FILING 2A 7 1 - / 7 PROP. RETAINING WALL \\\ PROP. WATER QUALITY POND • 100 0 100 200 SCALE IN FEET II Ill1� 11I Illbl pc.,III Ilb\ _I� Ilb II II � \III I \ j11114 T. CDOT ROW ▪ • FILING E • PROP. WATER QUALITY POND • J 0-0 } i a olosolo- imaioge- • • 1. PROP. RELOCATE RFTA TRAIL 8c UNDERPASS STRUCTURE 01. _4commo TOWNSHIP PROP. BRIDGE ROOKERY STREET WATERLINE UNDER PROP. BRIDGE BEGIN PROP. GLENWOOD iitS\0-1 mm N DITCH RELOCATION (TO BE REMOVED) EXIST. BRIDGE • • • • • • • • EXIST. GLENWOOD DITCH N N 'it ',;\<\\ ssi e. • ME FILING5A 41.= • _FILING IA MATCHLINE SEE SHEET SW05.03 is 5. _7/1 EXIST. BRIDGE (TO REMAIN) OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1lLogistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: IRRIGATION SYSTEM PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANIRRIGATION.DWG N 0 cci0 (n U) Z C Cn W 0 0 0 O 01 z W 0_ u N W > 00 LLI J O r D' O \� Z co 0 0 - J M jwI A L:Li w m Q o 0 Z Woo J J Li 0 0_ 1 2 3 4 5 6 7 8 9 10 H G F E D C B ♦ FILII9G 5A MATCHLINE SEE SHEET SW05.02 -- FILING 1A � ` • \\: \ \ 1 \ \ \ I \ \ N N \ • ♦ — \ \ N ♦ • \ N\ 6,4%.•••1,, \\ / %.,.. J PROP. RAW WATER IRRIGATION PRE—TREATMENT POND PROP. TRAIL SEE RAW WATER SUPPLY AND DISTRIBUTION PLAN DATED JANUARY 14, 2011 FOR ADDITIONAL INFORMATION , // / // /1/ /,_,._ '''11-1-7!"-". ri ► _ 1(-__ / l ii/ / 11 j,/-- -tom ORE ` �l //// / I I I I, S I I I / l i iI� i l I� l ▪ J '/ ,/,,, I IIII I I I I 1 1 / \ / II _ I I i / 111 I� I I I I l ,/ ` 1 I 1 1 //l / l l ♦• � `♦L� /// ♦-/ / / / / / `\\�/ NN //,' / / /// /`\ //, / / / / /// // / / / // /)1 / / , / / / / / / \\ / / / / / / <\ <\ FILING 1B / / / / // // / / // // / // \� N \ \ N \ \ N \ \ \ \ N T i/ L _L 1 I 1 r 1 \ INS 6I 1 I liI I 1 , a 1 1 � I i ■ QST RF -V IEX ROw 1 EXIST • 50 1 __- 11 ■ EASEMENT 1 II I –1 __ J I L --I II 1 1 1 I 1 'I I t�1 0 \ c0 etri tsj \ \\ E.: E.: \\:• • ---- -_ I I ■I .T � 1 N —4 � —TOWNSHIP LINE Row 100 0 100 200 SCALE IN FEET N N 1 op i it I g 10 IA II \41 I ‘C) 0 1 \\ N • • EXIST. BIKE PATH N N - MATCHLINE SEE SHEET SW05.04 EXIST. GLENWOOD DITCH 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: IRRIGATION SYSTEM PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-PLANIRRIGATION.DWG N 0 O 2 3 4 5 6 7 8 9 10 H G F E D C U) U) z CD W 0 O O z W 0 uJ W , > 00 z J O r o\� Z coo o — j W U A 1 LI] wm < o 0 z P— P— W o o _J J J MATCHLINE SEE SHEET SW05.03 EXIST. GLENWOOD DITCH , 1 --, I \ \ \` \ ' N\ , \ \ ‘ \ I \ \\ EXIST. BIKE PATH \\ \\ \ \ \\ \ \\ , i `` : a!1 \\ \ \ \ \ \\ \ \q \\ \ x , � i .\ \ \ 5\ V 1 1 \ \\ \ q \\ \\ I 'N,,*, \ �\ \ 1 \\ \ \ \ \ \\ \ \\ \ \ \ ' \\ \ 1 \ \ \\ \ \ \ \ \)(\ /( 1 I \. \ \ \ \\R \\ \\ \ \ \\ \ \ i \ , \ \ \ \ , i x \\ \V q\ \\\\\\ \R\\\\\��\ \ \ \ \ \\ \ \\+ 1 \ \\ \ • \ \\\ \ \ \ \\ \ \ \ N I �\ \\� \\` \\ \\ \\ �s\\ \ \ \\ \ `y- �v �i � vv \ v �v vR vv v��,� \ \ \ \\ \\ \ \ \ \\ \ \\\ \1%):\\\\\\\,\ \\ \\ \\ \ \\,:\I---\\\\:\\\\\/1 \ \\ ocn �` \ * \ \ \\ \ \\ \ q \\ \ \ \ \ I \ \ ( II . \\\ \ \\I \ \\ \\ 0 \ \\� \\: \ \ 4 0 /� \ \ \ \ \\ \\(\ 19c<\ /1 i \ \\\ \\\\\\\\\\ \\\\\ \\\\\, \ \ \\\ \ *" q \ \ \\\ 4‘ \\\ e �` • °� �� \\� \ \\ \\ \\\ �\ ` GQO \ \\ \ \X\ \\ ��• \�\\\\\\:\\17• \ \q \ \ \ \<': \\\ \ \ S\i‘ \ ‘ \` \ \ \ ,i§;\ • CiAA \ �'��\\\ \\\\\\\\\\\‘ \\\ \ \\\ \ \\\ \\ \ .0- C \\\ \\\V \\W\ \ \ \\ 1114".' \\\ \r-\ \ \\\ \ \\ \ \e \ \ \�\ \ 1\ - \ ‘,\-\ \ \ \ \ \ \ \ \ \ \\ libxii/iN)/4/0 \ '- - \ \ \c3A- \\\ \ '771/FiQ iQ� \\ \ :\_____4_\:\_\ . \G\ • \\:\\\\\\\\\\:\\:\\\\\\:\\\\\\\3(:\\\\\\\\\\\:\: \� \ \\\\ \ \ \\* \ `� �\o \ •\\ \�\ \ \\\ \ \\\\1\\ \ ..r.,\ �. `\\ \ \ \\ \, \ \ \ \\� N _--- __\H4 , \ \\ ,, ‘, ,, . \\ \\ \\,\,4\ \ \\ ......„ __ \ \ , , , A' \ • � \\ \ �\ \\ \ \\ \ , \\ , \ , \ \ \\ `. , \\ \ , \ ,, \ ' \\FX \ \\\ \ \ \\::\\\.),,,\\ \ \\ \\..., \� ------�. `� \ `\ \\\\ \ \\\ \`\ .\ \\\,. \, N 100 0 100 200 SCALE IN FEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 1111 Logistics 1 Planning 1 Design 8140 Partners, LLC ir)L PO Box 0426 Eagle, CO 81631-0426 co a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: IRRIGATION SYSTEM PLAN (4 OF 4) SHEET NUMBER: SW05.04 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSGLENWOODDITCH.DWG N O O 01 Cn Z CD Cn w 0 0 0 0 01 z w a_ u O w > 00 z LLI J 0 r O \� Z (0 0 0 — J M Q E w U L;j w m < 0 UJ Z I— I— w O O _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A • `• • • • • • • • • • • CA TTLE - CREEK _ --11,„10fr' 0 i ti 0009 , vAVd13IP \d(3) \ \\i'q EXIST. BRIDGE (TO BE REMOVED) f 01 EXIST. GLENWOOD DITO.H-- E \r\.. QQ- _ - -- • ____�`J __ e Q_ —T'_ a I ' 00 -/ / ,, • • ID=GD—MH-2 ID=GD—MH-3 N=1596621 .06 E=2501601.82 6 1 N N +p0 PROP. TRAIL 13 • \44 •• F� \• • • • • • \• \ \) Lk 0\ \\\-*\\. '\• N BEGIN PROP. GLENWOOD DITCH RELOCATION ID=GD—MH-1 N=1596522.42 E=2502177.69 ♦\ PROP. RELOCATED GLENWOOD DITCH \ 1 O C N=1596842.20 O, , N E=2501443.21 \ CV Fp 4'd \..N ID=GD—MH-4 410. EXIST. BIKE PATH 9 N / -/ .00 / 4. \ / • /i / 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' 6030 6020 6010 6000 5990 5980 5970 5960 5950 /, / /'' • V ' //� / Q u O) -;NNZ<. • 7 ,/ ';O NOTES: 1. VERTICAL SEPARATION BETWEEN WATER AND SEWER IS LESS THAN 18" AND/OR SEWER LINE CROSSES ABOVE THE WATER LINE; THEREFORE SEWER LINE SHALL BE ENCASED PER DISTRICT STANDARDS. 2. VERTICAL SEPARATION BETWEEN WATER LINE AND SEWER LINE IS LESS THAN 12" THEREFORE THE SPACE BETWEEN SHALL BE FILLED WITH 3000 PSI CONCRETE. 3. RELOCATED DITCH PIPE MATERIAL SHALL MATCH EXISTING PIPE MATERIAL. HOWEVER, OTHER MATERIALS MAY BE EMPLOYED (i.e. RCP, HDPE, STEEL, ETC.) DEPENDING ON DESIGN CRITERIA, DITCH CONFIGURATION, ANTICIPATED LOADING OR OTHER PARAMETERS. 4. PROP. GLENWOOD DITCH MANHOLES SHALL BE TYPE 1. gs• 41 ,, l Wim, , ° 711/ coN‘ /11/ \ i /7/// J EXIST. GLENWOOD DITCH (TO BE RELOCATED) EXIST. CSP DIA.=48" EXIST. GROUND PROP. GRADE STA.= 10+00.00 RIM EL=6008.00' OUT=5997.73'(W) L=334' DIA.=48" PROP. POTABLE WATER 10—INCH D.I.P. UTILITY CROSSING CV STA.= 13+40.40 cd 0 L=239' PROP. SANITARY SEWER 10 — INCH PVC SDR 35 UTILITY CROSSING PROP. STORM SEWER 48—INCH RC C76—A UTILITY CROSSING STA.= 15+84.94 Lo L=266' co in o o o co 11 oo 0 9+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. Logda 1 PW,,,Ing 1 44, ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE SHEET NUMBER: 2 3 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSGLENWOODDITCH.DWG N 0 01 U) Z CD (7 LTJ 0 cO O O () z L1J 0_ - o (nom w. >00 z LLI J O r Z (0 0 U - m Q w LI] w m <00 z woo _I J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 7 8 9 10 H G F E D C B A G / PROP. TRAIL 1 // / /I / / / / / I / I I / I J' // / r / ID=GD-MH-6 N=1596874.87 E=2501231.99 \1 21+00 / / / 00 00 I I r — I 1 ; I , \ I , , __---I— I QQV11 I ID=GD—MH-5 ; I I ; /1/ Q < ; N=1596886.05 C„ I /1/ E=I; 1— r __I 1 II ii, I ' \ ‘s>,\ _ - \ \,Tr MEM Maw ..... �; , I I N=1597247.57 —T /�---__IN \\ E=2501087.34 / �/ ft — — — — _ Wale Mil. 77 --, -- __. Nom Men Maw nom Icc. ; I 1 / - MEIN 1 T, .... , . - , , 1 I 1 -jam (\�t� I I - -,..,>_ i 11 , I ` \/ ' ..,..., �� Mau I - - 7 -\-- SI( AO I\O 11 � C�/\ ; 1; —7 1, I I I `O �O ;, I Q�(^ \ I I I G 1 I 1 11 N I ; I I ��\ t� � I I I V IL/ v, (pQ \ / I I 11YI�_� �� I I I ; I I I 1 1 �I I l _� I J. 22+00 • • • \ \ \\ \\ \\ \ \ \ \ \ \ \ \ • • \\ • PROP. RELOCATED GLENWOOD DITCH \\ N k. • NN • • N • \ \\ • N • • \`\ • • • • • • \�\ 00 • +00� I , I , 1 \ I , I I I I I I N N / ID=GD-MH-7 ® N=1597191.72-_\� E=2501064.14 H PROP. RETAINING WALL --.—s N / �d // •0, / i • e 21- - — —L- -x —x— —x— 26+00 27+00 PROP. TRAIL 28+00 50 0 50 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1 "= 25' 6030 6020 6010 6000 5990 5980 5970 5960 5950 90 as as as , I , /� • _� I I )t I I I — — I I I I /I / I I� as ani I- TT - ' / ; // f / - - - - ..-.- -\ / � / � 0`1/Ze J y / .c / / ♦ ♦ //// / ♦ ♦ ` / ♦ --X — -x— ~fir v 4';)* i D=GD-MH-9 __ -_ \ irc0 E=2500889.19 0 N C // qbQ�. / / L=63' S=0.22% co —18" MIN. COVER STA.=20+75.78 RIM EL=6002.51' 00 ro in II D PROP. GRADE S=0.22% EXIST. GROUND STA.=24+34.35 L=54' LLI co STA.=24+94.82 o L=333' S=0.23% DIA.=48" o o o co 11 LLI 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: 1.V").4*.arir% E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -PNPSGLENWOODDITCH.DWG N 0 U) z CD w 0 O O cn Z w 0 o Cf) L w zLLI00 J 0 r Z coo J M LI] U wwm <00 z P- 1 - Lu o p LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 8 9 10 H G F E D C B A 50 r m \.r' -4 - I —00 __ 1 N I T r_ _ r PROP. RELOCATED ' -I' I I .---. _ ` ' ; T��- \ \ GLENWOOD DITCH / CD I , 1 I v O 1 I' / 1 , % �L \t �1 I 1 , („V- 1 1 ., l I I 11 \ ; I /lam - __ __ y l rI1::::).--"..i � , r I —•\tel /� l - , I 1 A / I I / Yom\ 1 �i rte; ; "--1.-1-- i /- / I .� / 1 I i Cr) 7 i, 11 ` O l- 1_ /, 1-- • l l I , ^ I l -I I I I I I I i 1 i i I / i/ I I I I I l 1 1 / / l l / / -- ..--.---7.---- '7 1 I 1 / I I/ I ' T .. ----L ...... I 'h1_____ �' /Il /l I Il i/ ail �: f- -.... // I / I I ir—��'—_— / O /-.L. / I T(^ 1 PROP. TRAIL -'--- - - -- ---- 30+Op 31+00 00 00 / /� / .-T / / 1/, / - �� , N=1597792.25 E=2500854.85 32+00 33+00 09 00 a� 4.+00 00 CID .432 35+00 I 0 50 Z 100 SCALE IN FEET HORZ: 1"= 50' VERT: 1 "= 25' 6030 6020 6010 6000 5990 5980 5970 5960 5950 109 ID=GD-MH-1 1 N=1598210.02 E=2500748.96 36+00 / 37+00 1\ 1 38+00 38+7"1' - - 00 00 a9 —�— do, a9 —_19' o0 • -------------- / / 0 --------- /�-- rjJ / EXIST. GLENWOOD DITCH (TO BE RELOCATED) _ -,---- _ - _ _ / 1 -T,_ i —___ _�-....-----------1-----'—...---------1 _ / ✓ / - - 1 /-- I I 1 �--- �'` --�- �-- --i-- I / , / I / i _ - i J / -_---- y` I I 11 I' .., I 1 I / I 1 / / / \ l / I I I I — I / I j / 11 I 11 /i / '(�.� i- A. '. 11, I -- l l i51- 00 l '�J y, l l i = 1 I, --- _ J I I I/ / / 11 11 // /�\ II 1 I ,, ` -___/_,,- / a0 I / /, i _- _- — I j / I� ��1�' / II I 11 / C^�\/ II I II `/ i(l i i, i— l —i i, i I `�� i I i h>vY� � I .:,i •_ Jcz,r II I II __�N 1 II II N l 1 __ / 1' 1 II 11 / N N 00 EXIST. GLENWOOD DITCH -- END PROP. GLENWOOD DITCH RELOCATION ID=GD-MH-12 N=1598536.11 E=2500676.42 N , I 1 I 1 , 1 I 1 I I I I I I I I I I I I I I I 1 1 I 1 I I 1 I 1 I 1 1 1 I I 1 1 II 1 1 1 civ � 1 1 11 ' 11 I I 1 I 1 I 1 I 1 I 1 1 I I 1 I 1 I 1 I. 1 I I I 1 I I I I I ' I I I I I 1 I I I I I I I II I , N 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In d C Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW06.03 1 2 3 4 5 6 7 8 9 10 I PROP. GRADE EXIST. GROUND 18" MIN. COVER— / \ \ L=265' 5=0.22% DIA.=48" 1 T L=425' S=0.23% DIA.=48" L=328' S=0.24% DIA.=48" EXIST. CSP DIA.=48" z — — z o --I0 I0 0 ,.0 I Ln O rn °' oorn'n = + co in II - - II II '- I = (0 0 0 °' �°cn ii + co II �n II II ~ I = morn + co 1-)81 o DP a0 II II CD oI II II Q> j> ouiEzZ o�wZo II au-)EzZ II Q j> o�WZ II ov-)Ez II Q — — _ 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 6030 6020 6010 6000 5990 5980 5970 5960 5950 OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: In d C Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PLAN AREA PRELIMINARY NOT FOR CONSTRUCTION 1 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: GLENWOOD DITCH RELOCATION PLAN AND PROFILE (3 OF 3) SHEET NUMBER: SW06.03 1 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ PEP -DETAILSIRRIGATION.DWG N 0 01 z CD U) w 0 O 0 U) z w rn Cf) w > 00 z LLI J O r Z coo J M Q E w LI] W m < 0 0 z P- P - w U U _J J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 10 H G F E D C B A LOCKING COVER/LID WITH FRAME -\ 24"0 HDPE RISER HDPE PIPE STUB —\ \\\\\\/ IRRIGATION TYPICAL HDPE RISER DETAIL BACKFILL WIDTH PER HDPE RISER MANUFACTURE SPECIFICATION BACKFILL MATERIAL PER HDPE RISER MANUFACTURE SPECIFICATIONS CONCRETE BASE SCALE: NTS COVER/LID OPENING FOR PIPE CONNECTION AS REQUIRED IRRIGATION JUNCTION BOX DETAIL HDPE JUNCTION BOX SCALE: NTS VARIES 1 3 NATIVE GRASS SWALE PER LANDSCAPING OR D50 ROCK WHERE INDICATED 6'\ / IRRIGATION TYPICAL DRAINAGE SWALE SCALE: NTS EXST. OR PROP. GRADE DRAIN PIPE PIPE OUTLET GRAVEL PACK 4D • PLAN 30° MAX. \/\\ z aj MATCH EXST GRADE EXST. GRADE ooU"DooU �Ot'Cj DRAIN PIPE SECTION GRAVEL PACK IRRIGATION TYPICAL PIPE OUTLET < 18" PIPE DIAMETER SCALE: NTS OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 Ill. Logistics 111419 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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. LOWRY CHECKED BY: S. OTERO SHEET TITLE: IRRIGATION AND GLENWOOD DITCH DETAILS SHEET NUMBER: SW07.01 1 2 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-CONSTUCTIONPHASINGPLAN.DWG N O (n Cn Z CD Cn W 0 0 0 O 01 F- z L1J 2E F 0 o Lu > a0 z Lu J 0 r O \� Z (0 0 J M Q E w O LI] W m < 0 Z F- Li j I- I -- 1-1-1 -w O O LT_ J J 2 3 4 5 6 7 8 9 10 H G F E LOTS BY FIL NG, AFFORDABLE HOUSING, AND CONSTRUCTION SCHEDULE FILING ESTATE' TOWN VILLAGE ATTACHED GARDEN HOMES AREA DISTURBED CONSTRUCTION (ACRES) ESTIMATE 1 0 39 0 20 0 34.78 2012-2014 18 0 0 0 0 13 1.61 2012-2014 2 0 5 12 19 0 13.07 2013-2015 2A 0 0 0 0 28 3.16 2013-2015 1A 0 0 0 0 21 3.01 2014-2016 3 0 35 1 0 0 19.14 2014.2016 4 0 44 8 0 0 27.59 2015-2017 4A 0 0 0 0 19 2.95 2015-2017 5 0 27 0 0 0 14.15 2016.2018 5A 0 0 0 0 14 1.45 2016-2018 6 9 17 35 0 0 38.25 2017-2019 9 167 56 39 95 159.16 2012-2019 INCLUDES EXECUTIVE LOT I I 1 D C B A I -- -- -- / - -- - -- a / / / / / Y \ \, /i • ---- nN -- -- -- \_ 1 \ `\ SECTION LINE \ \ ` \ ` \ \ \ -. I� cti . V \ \N \ X \ TOWNSHIP LIN \ V.-'/N\5� MENS EPS5 .. • \ • EXI GLENWOOD DITCH \ (TO REMAIN) \ \ \\ PHASE 0 \\ 1 PROP. TRAIL END PROP. '• DITCH R,' EXIST. (T� I( I Z (X x\ { �\ I,LENWOOD ' LOCATION 'PHASE 0) V I ' \ I ,� I I I \ LENWOOD DITCH \\ BE RELOCATED) \ (PHASE 0) V j • • __"---11";\-\\\ • \ • • • • • \ EXIST. \ \ BIKE PATH \ \ 100 N 0 100 200 SCALE IN FEET • • • • • V • • • • • • • • PROP. RELOCATED GLENWOOD DITCH (PHASE 0) FILING FILiNG 3 i„/"/\\\ • lowns- • cougt PROP. WATER QUALITY POND PROP. CHANNEL PRELIMINARY GRADED (PHASE 0) (FINAL GRAL1E ,E31 FH\ 1,1G MATCHLINE SEE SHEET CP01.02 • • • • • NOTES: PHASE 0 ONSITE IMPROVEMENTS: PRE- DEVELOPMENT RECLAMATION WILL INCLUDE: RELOCATION OF APPROXIMATELY 900 FEET OF THE RIO -GRANDE TRAIL IN THE AREA OF THE SITE ACCESS TO A 100 FOOT GRADE SEPARATED STRUCTURE LOCATED DIRECTLY TO THE WEST AND PARALLELING THE EXISTING TRAIL; RELOCATION OF A 2,900 FOOT SEGMENT OF THE GLENWOOD DITCH; COMPLETION OF SITE GRADING ACTIVITIES (BALANCED EARTHWORK TOTALING APPROXIMATELY 1.2 MILLION CUBIC YARDS) INCLUDING PRELIMINARY INVESTIGATIONS ASSOCIATED WITH HAZARD MITIGATION ACTIONS; CONSTRUCTION OF THE PRIMARY SITE DRAINAGE FACILITIES (I.E. CONVEYANCE CHANNELS AND WATER QUALITY PONDS); AND REVEGETATION OF THE DISTURBED AREAS PER REQUIREMENTS OUTLINED IN THE REVEGETATION PLAN. FILING 1 OFFSITE IMPROVEMENTS: THE PRIMARY OFFSITE IMPROVEMENTS TO BE CONSTRUCTED AS A COMPONENT OF FILING 1 INCLUDE: SITE ACCESS FROM HIGHWAY 82, A PRIVATE AT -GRADE CROSSING OVER THE RFTA TRAIL AND CONNECTIONS TO WATER SUPPLY AND DISTRIBUTION FACILITIES. CONNECTION TO THE SEWAGE TREATMENT FACILITIES WILL DEPEND ON THE TREATMENT ALTERNATIVE SELECTED. THE CONNECTION WILL EITHER BE ONSITE AS PART OF THE REC PRIVATELY OWNED AND OPERATED SYSTEM OR TRANSFERRED TO AN EXPANDED RFWSD WWTP LOCATED SOUTH AND WEST OF THE PROJECT SITE. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 1 INCLUDE: A PRIMARY ENTRY ROUNDABOUT; APPROXIMATELY 4,200 LINEAR FEET OF LOCAL STREETS, 900 LINEAR FEET OF ALLEY/COURT AND 800 LINEAR FEET OF ENTRY STREET; APPROXIMATELY 6,570 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 7,975 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 1,400 LINEAR FEET OF TRUNK MAIN AND 3,500 LINEAR FEET OF GRAVITY SEWER; APPROXIMATELY 2,110 LINEAR FEET OF SOFT PATH AND 70- FOOT LONG BRIDGE OVER CATTLE CREEK. IN ADDITION, AN INITIAL PORTION OF THE NEIGHBORHOOD CENTER (INCLUDING PARKING AND MAIL BOXES) WILL BE CONSTRUCTED AND 3.07 ACRES OF OPEN SPACE, 5.59 ACRES OF ACTIVE PARKS, AND 7.18 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. THE PRIMARY ENTRY ROUNDABOUT IS 124 FEET IN DIAMETER WITH A SINGLE 14 -FOOT CIRCULATING LANE AND FOUR 12 - FOOT ENTRY AND EXIT LANES. THE SPLITTER ISLANDS WILL BE RAISED CONCRETE AND THE CENTER ISLAND WILL BE LANDSCAPED WITH A 10 -FOOT TRUCK APRON. IMPROVEMENTS FOR FILINGS 1A AND 1B INCLUDE APPROXIMATELY 960 LINEAR FEET OF ALLEY FOR TRACT AD AND 510 LINEAR FEET OF ALLEY FOR TRACT AJ AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 2 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILING 1 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 2. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 2 INCLUDE: APPROXIMATELY 1,880 LINEAR FEET OF LOCAL STREETS AND 1,420 LINEAR FEET OF ALLEY/COURT; APPROXIMATELY 2,400 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 2,290 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 825 LINEAR FEET OF TRUNK MAIN AND 2,100 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,630 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 1.69 ACRES OF OPEN SPACE AND 2.27 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILING 2A INCLUDE APPROXIMATELY 955 LINEAR FEET OF ALLEY FOR TRACT BC AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 3 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILINGS 1 AND 2 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 3. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 3 INCLUDE: APPROXIMATELY 1,220 LINEAR FEET OF LOCAL STREETS AND 520 LINEAR FEET OF ALLEY/COURT; APPROXIMATELY 1,445 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 4,325 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 780 LINEAR FEET OF TRUNK MAIN AND 1,185 LINEAR FEET OF GRAVITY SEWER; AND 955 LINEAR FEET OF SOFT TRAIL. IN ADDITION, APPROXIMATELY 7.03 ACRES OF OPEN SPACE, 4.89 ACRES OF ACTIVE PARKS AND 0.53 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. FILING 4 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILINGS 1, 2 AND 3 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 4. IN ADDITION, A FURTHER EXPANSION OF THE NEIGHBORHOOD CENTER MAY BE REQUIRED AT THIS FILING, INCLUDING THE POOL AND OTHER OUTDOOR AMENITIES. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 4 INCLUDE: A NEIGHBORHOOD ROUNDABOUT LOCATED ON THE FAR NORTH END OF ELK TERRACE STREET THAT IS 64 FEET IN DIAMETER WITH A SINGLE 12 -FOOT CIRCULATING LANE AND FOUR 12 -FOOT ENTRY AND EXIT LANES; A SINGLE CUL- DE -SAC IS LOCATED AT THE TERMINUS OF ELK TERRACE STREET; APPROXIMATELY 2,800 LINEAR FEET OF LOCAL STREETS; APPROXIMATELY 3,160 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 3,240 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 1,050 LINEAR FEET OF TRUNK MAIN AND 2,650 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,600 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 9.45 ACRES OF OPEN SPACE, 2.46 ACRES OF ACTIVE PARKS AND 1.77 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILING 4A INCLUDE APPROXIMATELY 840 LINEAR FEET OF ALLEY FOR TRACT BM AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 5 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILING 1 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 5. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 5 INCLUDE: APPROXIMATELY 1,445 LINEAR FEET OF LOCAL STREETS; APPROXIMATELY 1,380 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 3,280 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 900 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,720 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 3.15 ACRES OF OPEN SPACE, AND 3.51 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. IMPROVEMENTS FOR FILING 5A INCLUDE APPROXIMATELY 510 LINEAR FEET OF ALLEY FOR TRACT AK AND SERVICE CONNECTIONS FOR WATER DISTRIBUTION AND SEWAGE COLLECTION. FILING 6 OFFSITE IMPROVEMENTS: THE IMPROVEMENTS DESCRIBED UNDER FILING 1 MUST BE COMPLETED PRIOR TO INITIATING THE ONSITE IMPROVEMENTS ASSOCIATED WITH FILING 6. ONSITE IMPROVEMENTS: THE PRIMARY ONSITE IMPROVEMENTS TO BE CONSTRUCTED TO SUPPORT FILING 6 INCLUDE: A NEIGHBORHOOD ROUNDABOUT LOCATED ON THE FAR SOUTH END OF THE PROJECT SITE (INTERSECTION OF HIGH CREEK ROAD AND ALPINE BLUFF STREET) THAT IS 64 FEET IN DIAMETER WITH A SINGLE 12- FOOT CIRCULATING LANE AND FOUR 12- FOOT ENTRY AND EXIT LANES; APPROXIMATELY 2,600 LINEAR FEET OF LOCAL STREETS AND 535 LINEAR FEET OF ALLEY/COURT; APPROXIMATELY 3,010 LINEAR FEET OF POTABLE WATER DISTRIBUTION LINES; APPROXIMATELY 6,130 LINEAR FEET OF RAW WATER IRRIGATION LINES; APPROXIMATELY 2,570 LINEAR FEET OF GRAVITY SEWER; AND APPROXIMATELY 1,390 LINEAR FEET OF SOFT PATH. IN ADDITION, APPROXIMATELY 16.12 ACRES OF OPEN SPACE, 4.15 ACRES OF ACTIVE PARKS AND 1.64 ACRES OF COMMON AREAS WILL BE FINAL LANDSCAPED. OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: CONSTRUCTION PHASING PLAN BY FILING SHEET NUMBER: 2 3 4 5 6 7 8 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-CONSTUCTIONPHASINGPLAN.DWG N 0 0 (n U) Z CD w 0 0 0 O (n z LSI (n > ao LLI J O r O \� Z co 0 J m 0 LSI U A LI] wm Q o 0 Li jI— I— I-LI o 0 _I J J Li a_ 0 2 3 4 5 6 7 8 9 10 H G F E D C B PROP. WATER QUALITY POND PROP. RELOCATED GLENWOOD DITCH (PHASE 0) EXIST. GLENWOOD DITCH ((TORASE ()RELOCATED) BE RELOCATED) I r I I 1 D1 1 I 1 1 I 1 /IV I I MATCHLINE SEE SHEET CP01.01 I= = s • PROP. CHANNEL PRELIMINARY GRADED (PHASE 0) (FINAL GRADE BY FILING) \\` • ♦ • FILING 3 • • PROP. TRAIL \ \ \\ \ EXIST. BIKE PATH \ \ \ \ \ \ RFS P\\ X,O. nl 2d PROP. OPEN CHANNEL TO PIPE TRANSITION `v' ♦ X\Si • N� — —t,sO\S 1 I 1 I PROP.! CIpRB AND UTiER (TYP.)I �`♦ C PROP. RETAINING WALL • • .4A • \ • • \ , • • • II II II II II II EXIST. GRAVEL DRIVE • PROP. WATER QUALITY POND (PHASE 0) PROP. WATER QUALITY POND (PHASE 0) 1 \ \\ • \ \ • ` \ )\ _ I III... Ilj III II I II II II II II Ft IL 11 II 11 11 I I I II \ Ild \ II I I I I I II I III I III I III 'I I l RELOCATED RFTA TRAIL (PHASE 0) 100 N 0 100 200 SCALE IN FEET 11 III 111 111 11 I I I I 11 11 1 I, ST. CDOT ROW / F / // / r 1 1 1 1 \\\ \N\ --__I. \ ---7k 1 \ J \ FILING 1 Ir I — — H PROP. STORM CH1INEOUTLET ��•y� 7 \ TOWNSHIP LINE • rat \ BEGIN PROP. GLENWOOD ---- jr\ EXIST. BRIDGE TO BE REMOVED EXIST. GLENWOOD DITCH WAN— Imo FIL-IN 5A • )) Fel A 1: e FILING 1 • N N N • \ \ \ \ \I\ \\\il 111 1°1 MATCHLINE SEE SHEET CP01.03 I s..444404. • 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 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: CONSTRUCTION PHASING PLAN BY FILING SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-CONSTUCTIONPHASINGPLAN.DWG 2 3 4 5 6 7 8 9 10 H G F E D C B \ \�• a 5A o / / ��' m� FILI 1 1A MATCHLINE SEE SHEET CP01.02 .—�• MN MO 11( rt.? // I PROP. RAW WATER IRRIGATION PRE-TREATMENT POND �I PROP. TRAIL JI • EXIST. BRIDGE \ *r 11 I ;► \ , I , I 1 I I I 11 I 100 • / • \\ \ N 0 100 200 SCALE IN FEET • • • II/ / I .431 ; / * 1. ■ 11 II 'I I ■ ss ,•/\ II • PROP. CHANNEL (TYP.) • ic1 .<0t N \,• �\ / \ 11 EXIST . 50 ■ EASEMENT _J ' I _ 0 • • \N\\ N • \ N\ \ 1 y \ \ \ 03 claco• triN. ■ i ■ ■ i • • • TOWNSHIP LINE • • • • PROP. \RAIL • • • \ • \ • • • • I I I • • • • • • N • • • • • • • MATCHLINE SEE SHEET CP01.04 EXIST. GLENWOOD DITCH EXIST. BIKE PATH EXIST. GRAVEL DRIVE 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: CONSTRUCTION PHASING PLAN BY FILING SHEET NUMBER: 2 3 4 5 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\PEP-CONSTUCTIONPHASINGPLAN.DWG N O 01 U) z CD U) w 0 0 O 01 z w u w , O > a z LLI J O r o\� Z coo U f J E w LI] W < 0 0 z I- 1-1-1 U U J J J CL 10 MATCHLINE SEE SHEET CP01.03 FILING 6 N N I EXIST. GLENWOOD DITCH ♦ • EXIST. BIKE PATH 1 \ 7 \ \ \ \ \ \ \\� 1 \\ \\ \\\\ \ \\ 1 '� \ \ \ \ \ \\X 1 1 \\\ \\\ \\\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ ' \ \ \\ \ \\ � \ 1 \ \ \ \\\ 1 \\\ \ \ \ \X \ \ \ \ \ \ \\ \ 1 \\ \\\ \\ \\ \\ 1\+\ ' \\ \\\ \\\ \\ \\ \1 \\ \\ \\ \\ \ \ \ \ \\ \ \ \ \\ \ \ \\\ \\ \\ \\\ \ \\ 1 \ \ \\\ \\\ \\ \ \ J J iX \ \ \ j) EXIST. GRAVEL DRIVE \\ \\ \\ \\ \ \x 1 \\\ \\ \\\ \\\ \ \ \ ( \\ \\ \ \ \ \ `\+ \ \ \\\ \ \ tP\ \\\ \ \\ \ \ \ \ \ \\\ \ \\\\\ \\ ', \� \\� \ \ \\ \`\ \\\\ ft-.meS\ \ \ \ \ \ \ \\ \\\� \ \\ \ \\\ \ \ \ \\\ \ `. �\ \ \ \\ \ \+ \ \ \ \ \ \\\ \ \\ \ \\ \ \\ \\ \ \ \ \ \\ \\ \, \\ \\\ \ - -- -- 100 0 100 200 SCALE IN FEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 8 '6 C r co a Logistics I Planning I esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: S. OTERO SHEET TITLE: CONSTRUCTION PHASING PLAN BY FILING (4 OF 4) SHEET NUMBER: C P01.04 1 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ES-COVER.DWG N 0 0 01 Cn z C W 0 0 0 0 U) z W a_ rn u W > z LLI J O W < N O Z CO Z O Q E W LI] w m Q 0 LiJP- P - W00 J J J L� 0 0 PLOT STYLE: 8140CAD_MSTANDARD.CTB 2 3 4 5 6 10 H G F E D C B A RIVER EDGE COLORADO EROSION AND SEDIMENT CONTROL PLAN VICINITY MAP INDEX OF DRAWINGS lik L SAN.* l'k �M 111111111 10k_ ► : GLENWOOp ES00.01 ES01.01 ES02.01 ES03.01 ES04.01 ES05.01 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN COVER EXISTING CONDITIONS RECLAIMED CONDITIONS PHASED CONDITIONS FINAL CONDITIONS EROSION AND SEDIMENT CONTROL DETAILS ra& ' ■1SPRING"�10 1 _VMil■ Ili _1111 MM1 4L. 114 VIM 11 1111 ,„, NI 111 111 1 ` I l 1 rt.,,9�0 � Il �11��_-� ,-� .„ ,,,.-, iv � SITE. � ► 1� ;0► 113 ,. 109 kil ■ f." 82 :iri a ample, I CARBONDALE imi� Fezt � ilik\i VICINITY MAP 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: i'vm*-17Pro E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 11. CIVIL ENGINEER/PLANNER: 1111 Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN COVER SHEET SHEET NUMBER: ES00.01 5 6 10 INDEX OF DRAWINGS NO. SHEET TITLE ES00.01 ES01.01 ES02.01 ES03.01 ES04.01 ES05.01 EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN COVER EXISTING CONDITIONS RECLAIMED CONDITIONS PHASED CONDITIONS FINAL CONDITIONS EROSION AND SEDIMENT CONTROL DETAILS SHEET 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: i'vm*-17Pro E COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 11. CIVIL ENGINEER/PLANNER: 1111 Logistics 1 Planning 1 Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN COVER SHEET SHEET NUMBER: ES00.01 5 6 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-EXISTINGPLAN.DWG N O (n U) Z CD (n W 0 O O O (n Z W 0_ (n W1.7 W Z W J O < 0 \ Z c0a M p Q Z w LI] W m Q 0 O ZLi j I- I - w O O LT_ J J 2 3 4 5 6 7 8 9 10 H G E D cuu i.ro I . II: • RURAL II; • ■ (SINGLE 'AMILK II::. +60,9.6 • ■ U l'0,,,.• �Q.., I ■ ■ - / 1 f �/ . 6019.3 ■ ` +6009.0 I �/•♦ a • +6011.5 i.' • IX...• I8. 7I \ :f: • IX • 0 //), • \ ✓,; j • •. • •, +6007.0 ■ • it 1 1X ■ • +6012.5 I I • ■ • • Ix• I • • ■ : • 1 i • )10 1 , ■: • \ 'X ■ • '• ■. \ \- _i •0bE.2 1 ' ■ ♦. 1 ■ • • 1 ( iy •••• \-' ' • a • 1 • •• \+ I. ; 1 .\ 4 \ 1 • ■ t- ' HOME) c : ■ / / \/ \ /�, ' + 6005.7 7r- +6012.8 0 • • RE PBENTIAL • ♦ SUBURBAN • \ • • (VACANT) +6017.8 •/+602.8 • \.■• •• • ■■ • +617.1 �/■ • ♦ rn•.■• �♦�•\\�••••�♦1E S• ♦ +6000.9 :\ : ♦• • •. ■ ■ • \\ \.�1' + 6010.4 + 6013.1 SECTION LINE 1\ + 6015.1 7 \XXX'`,XXXX\' x x +6018.9 TOWNSHIP LINE +6017.5 / 607 i 1 \ �% J/ • \ I\ / *.\*. • � \ •. \ • \\\ 1 • ♦ ♦l O • • i69OG•7� • • �mm'��▪ ■�• • ■■■■■■■� • • \• • ■� � � }Ii.2" • • ■� . I. ■� .. ■� .. ■■■■• • •\♦\1\\\• 6015.2 • • ••• ■1 • \♦ .� \� • 1..•,. ■ EXIST. BIKE �♦ TRAIL 1.' •♦\ •.♦• \• ♦ .♦ \ • +6001.3 • : 4./% . •#• \ ♦ \ +6017.1 \ :. : •-• \ 4 • \ ♦♦.,,, ♦ \*•\:+\0* ry : ▪ ` ■ r X014.9 ' \ • ( ( �/ \ • • •• • • \ \ \ \ • •\. ♦ •\ : ♦•. , �..',..i f. ;: , . • - -` _ �I� • b \I �O 44.88 50.49 . i ` \4 \ ` . ,.1405 \ •\ \ \ % • 5 •.• • . •�r •▪ •,� • \ fir. 44\75\\ ��. \ \ \\ \ 1 • �( 1 �♦ • /S • ♦ •• / • \ +6016. . \ , . +017.7 ' • a\: \ \ ss• • s\ +11.2 ♦ 1 , \ .r'! .,.• • C • ,.• +6011.0 I ■ \ i \ , . •. \ \\\ \ \ 0/4 ♦♦♦ , • • . •� \ - / ■ ♦ \ +6019.1 ' , ♦• II \ \\ \ \ ♦♦ ,� �♦ •♦♦ : • 1 022.4 : / .r ..\ \ ,1 \ +5968.8 ,`♦♦ I \ \ •♦ •'•• • ▪ \ / y///� ��\/ O \ • • \\\\ \ \ ♦ 1 • Q'O\\. •• • • - 1•� /%' 1 +6009.1 0 //% N� i, i •r 4'141-#4:::0 .tc \ • �� \1 .S. \ 4 \ A \ \ \ + 6021.0 • • • ••• J / N + 6021.2 + 6025.2 +6029.1 + 6026.9 • �. I Iq :�::As / ,\ P •\ 0 w • O •\ ♦ + 6024.7 1IIRiI o�I / / / :\\\\\\\ Illi 1H* //1111/11 / Ill\ I11 if/ I I I I� \ 1 1 1 1 II I h; \ Pio I I j \� I I 1 1 1 1 1 1 c,010\1\121 , I I I I I rn :II 1i'\\ I1\\ �a� I I I I I I to \\\ I I I I I I I� •I \ II\� I III II o l c, t o l� \\\ III11\11 I II1oI I �t �� II I I\I q1 i l i I I I I I I I , 1 I I I I \ \1 IIII I I \ \ \ • :1\,!\\I11 I �1IIIIt ,III� I'l1 k10\/ i\I\\ q \'11\\ �\ \ \\I(16..\\ N I \ • . I I \I \ 6 . / / \ I• I I \\ / \ ▪ �' ' I�' q I I, I1 II �I. 111,(1 .I ► � i , +6035.7)/ //j\I■ f .' •• \\%4. \ j\, .• •//744 \W \ , /III • I ja 0 1 EXIST. GRAVEL DRIVE �♦•• ' • I / / �/ / p : r% :• - +6019.0 +69.3 • • .♦ \ • • • • •• ••. +5972.8 ••. • • A RURAL (SINGLE FAMI� HOME) \ \ 't \\ \ •• '\_ \\\' +6 4\9 \• • ••i r / \ i ♦• �� \ \ • iv • lit\ \ , \ 41 (VACANT) ■ ■//, +6006.6 y/ ///• • - a♦ ♦• / • �/ / /. \•\ ♦♦ +6002.6 I +6 .5 ✓/ / ■ •t,+ �C. ♦ ♦ • ♦ ♦ ■ \ L I ♦ • \. \ \°\•i• ' l I :////07. / • i.■ ♦ ♦ ♦ ♦ ♦ • ♦ • +6021.4 • -I / / ■• ••• •.■ •`♦ \ \ \ \ • ' ' \ 4.y/// if• ■ '••• ••' '• •• ' ♦ \ \ +6000.9 • • • �' • \ t.• • \ • • • • •4 • • • 6 • (I O 0 C •• • • • RESIDENTIAL \ SUBURBAN \ \ \•' • • ♦ :• •• + 5974.3 ♦ `t )*+r.••.. •• \ ■ 0 \ ■ L I / _ ■ _ .. \ •• \ o i \ - • ' ■ •• rv•• ■'• • • a� \ \• • : \ \ I ■ / ^ •�S, '■ /• rr • +6021.2 \ • ♦' �•G \ \ \ Q/ 1 \ • \ ♦'� / �`�• , •✓ .,• / +6024.6 \ : •• i • ♦ / � • ./ +6026.2 / +6022.4 ■ • ♦ ••%\ I • • ... \ C) \ .• I w,„.; • •$2▪ •/* , , •,/,..$ V 11 *•5*."2 \ \ 60211‘ 5a `., • \ \ 5 , c._\ \\ +6024.4 \ •• 4 \\ \\‘ \ \ ----- ...-A / :,‘.602 II ilk* \ \\ \ • * \ sn, $•• t \ -- -- 0 a • • • Il 141 100:0: • • **. Ir\\ \\' • \ 6* • 61i\i\ \ , \\ \ 1 66 • \ \ ik ...,4\ , ‘ \\\ • . // I / +6024.0 • • \ i 3. *., 1\ \\\ / "1 C / *• • •• \ * •••111111\\ \ / 45* 4 •$.44 \\ \ I+ 6,Iii.5**8:Ii'''‘•• *1111T \ \ \ \\\ / / / • • %k ° s•t\ \ \\\\./•/ I 0 0 • • • • • 4. WILDLIFE • FENCE cs• o • • • • • q li i 1 j \\I \\ \,\\ \\k'4\\\\.\ \\ \\\:\-'''\°;\c"\\\'\, \\\\\'''\-11:151\/ \IN/I-:( \ 'rT\\ \\181§ I 1 I \ I': \I \O \( I '\ \\ \ '\ I 1 6 \ !II. \\\ \11, t 1\c-12-8% \ .. - t \ t \I \ \ \\ 'II I Ii i ;' i\j \\ WI \I 7c8 I ( / \ t \ \\ \ \ ,11,1 II \ 1 \ t. \\\ \ \ \1\ 10) 1) ' \ : I \\I \ 'MI fiti` \ I\II\ \\1\11.1'111,`': \ t I \\ \ \ 1 I , irn 0 11 1 \ 1 \\ 0 \' 22) \ \t1 \\\ \\I\ I\ \ \...k \\\ \ \\ \ \ \ \\iii \I\ \ \ \ \ \\i \\ 1 \ I I, 1 \ ..1. \\\ \Pc...\ \\,\ 10\ \ \ It \\ . \ \''..:1,\\I \\ rif • • • a.m a a i • 0 .... • \ TD,s,,, • PLA DE (OP SI • • • • LHERON PROTECTION ZONE • • +5993.5 +5995.0 • • +5991.2 • +6024.5 • • • + 6025.4 0 /X /XXX* ‘ Vii X X X X X X , 0• 4. • • • • N • \II • 4\X X X X X X X*;: \ •. \X k, X X X X 1,\ %31i • XX XX X XX\ 00 MATCHLINE SEE SHEET ES01.02 • + 6029.2 +6031.2 +6027.0 + 6025.5 +6026.9 • • 0. ▪ \'\1\I \\1`151i t\ !, Czt 100 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET ES01 .04. OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co Logistics I Planning IDesign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-EXISTINGPLAN.DWG N O O (n U) Z CD (7 w 0 0 0 O (n z w (n w > z w J O < N 0 \ Z c0 a M \0 Z jLI] U A LI] wm Q 0 0 zLi j I- 11-1 _J J J L4_ a_ H G F 2 3 4 5 6 7 8 9 10 a,Voirar■■u■■■■v. tcri■■■ami■ ■.�• �� fi , ■ ■■p :+♦♦♦fit +++♦ti .�♦♦<� , t' X X X X X X X X X till. N 0 /vM-'XXXXXXXX . .\_. X X X X X X + 5990.9 \ y 59 0�X X\ /XXX•S<XXX I /x> <xXXXX\\ XXXXXXXX\ ,<XXXXXXXX\ ■ ■ x XXXXXXXX XXXXXXXX , • '',\ • , . E D C B PLANNED UNIT DEVELOPMENT ,‘.*. (CONSERVATION)• *•`..(4 X\\X• X X ><,60x X ►,�\\\X� x>XX +\\ \ x•4 X X X +\\\ xi*,x x xA1X • • ••• • • •; ,• "• • ; +5948.4 • , • .0865•,. , •• ••♦ X X X +5993.0 ■ ■ ■ // // //•. ••: � •• • / / •• +5993.5 + 5989.0 � y NJ I/ II II II II II II II II II II II II II II -L / / +5992.8 / / X\\ // XX\\ // X X >\\\ 1/ X X X \ 11 11 X X X X ;\ \ I 1 XXXXX� I I+p 95.0 XXXXX11I \ XXXXX�II • ♦• • ♦♦ + 5996.3 +5996.9 +5999.1 • ■ ■ • ■ ■'. L'. . • • 0 •■ • I. +6001.3 ■ ■ ■ ■ • • • • / / (?) / 55 Z O' \ I . iI I I \XXIXXXXII I I '1 X Xw, X X X' 11 I �I \ r I • II 1 / •.•��+v\ X X'>1 I• ♦♦•■■■■■' \rv�� • • , \ •I•� 1, \ • +5997.9 \! ■ •/VI .• \\ �' ■; • • +6007.0 SEE MATCHLINE SHEET ES01.02 N 1 + 6003.4 , c XX, X 1 I +5996.17 \ \ a SECTION O 0 0 +5998.3 • • •I +595 '4 \ \ \ \ , 4,p° 9' �/ V 1 + 6011.2 % #00.9 ! ! O /27 \ +6000.9 ■ +600513 1 N N +6004.8 \ N N l� , , I ♦ �\ I ''i ♦ : • \ • • <,/1/5* • \ 11 • -0--- 4016.3 �I\ LINE , ■ ■ +6005.0 - - ■' . • • 7.fie.• s • • •• \ ■ •• N N N N N..\i • • N N '•'�: N \ I \ 1 +6003.9 I \ \, +6004.3 • 1 \ +6009.1 ✓ ••,.// ?%, f•.: • \ 0 1 • * 0 .. •••• \ a +6003.1 ■ • • ♦ ♦♦♦♦t�.i. .... O I, , ♦ ♦i44t.". ♦:.♦`4i i♦iiiiA + 6003.1 I . • ■ • ♦♦♦♦4♦ ♦♦♦♦♦�♦�♦♦♦♦♦♦♦♦♦♦♦4 +6005.0 : ■0 •%.• ♦♦�♦♦♦♦♦♦♦♦♦ \ •fes% `�;iRi♦ii'. +6006.7 '�/� \ I ✓ /• • \ • \ .:17, ' +6004.9 +6007.4 \ N\ \ +6011.2 4Ik \ \ \ I \ (5•(-72//1 +5998. 1 •• O/�V \ ' •,; ' V` \ • • r/\ i \ 031.2 � ' / \•• ■ ■• t` + 601W a\ L V\ \ +6003.1 *•: //.■ j'/s/��� I 4■ • /1/%7 , +6005.1 s ■ +60 .0 �p ♦ \ +6025.1 ito o ‘,. 1, *. „09 . .---- •. , 7,. • -,: r 6////,.0 .4 „)/(4,,.., . .• 7 .../ , 4, • ../////, : ii,„,„ • /,.. ,,,..._ _.6.,,, //, 7, • 7 Icm 42 3 \i( :a + 607 1 • �-r + 6010.9 + 6013.3 • • • • • • • • • • • • • • • • • • *4 • 4c///'• *../. *se, • 4.4\ : •,.\. .•••\: . • . \ \ • • \ ,\ ,:f.',:ix,: ---, ex-- \N,\, ., /,,,, • . . • •I . . \• + 1> ,x3,2x- )- -< • . . . , . \ .. . ii, 1 , ,,,. .c, a . . ., • . ,,.,,,,,,,,,„,y,„ ,-, ii_.. \ , ,\\ . • .,. .\... \,_ ,4.•„ 4,* I _ .;,,, , N . l • + 6027.1 o to • 0 I\ I \\ \\I \ ' I\ \, \, it% 1 t\lli .,‘,\P,...', ' + 6006.: 100 -.A. '. I A six \ \ I\ I \ \ I \ 'rt I* \\ \ ''\ .: \'' \ ‘.. ' ..\ al \ / • Ili ,.._,..1 \ \ i 1\ \\1)\\ \ 1 1\\ \ 41 \ \'‘,..! 1_._c. \ ,:_ ., /4 **. I **111‘ ct \\\ // + 60.7\ \ \ , \ t\ 7.... It .,\ 1,91 ik \ \ \'‘. ' \ S \ t : ‘ +60 a • I\ c:a.:\ • \I \I \\\\-q;. EIStv)3\ • + 6024.9 + 6025.1 ,1..\\ \\' ' '\ \ \ I '-' 1:\ \,\ ' \, WILW,IF \ 4 \I +7" \,, \ 17\VI:$1.\"\\ \\\'\°\ \0\11\\\A:\ II\ \\ :n: - -C . \ \ \'''' 1\ Ill\ \ \ \ \\ \\ il \ \4\ \\ \ \ \ 1 '\\\ 1 I \\ \\:k \ V \ C31\a' \ ::: \ \\\ \\ \\ \ \\\\\ \\ \ \\ \ \I T 11 - \ \ 1‘..:e1 :. \ \ 04r \ \ \ \ \\ Pc:2Z' •• \ \\ \ \\ \\ I \ \ \ A \pygITI:BIKE 1\\ \\\1', I \ \ ( '11i \ \\ 0 \\ " \ 0 0 • •• • •,,;2;/-V/ • n16,4/• • • • • • • • • • • • • • • • • • • • • • • • + 6011.7 +6013.3 HERON Isar ROOKERY _7*. TREE AREA PLANNED UNIT DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) + 6011.9 • • • • • + 6027.1 • • • • /4/41 • . 7.24„, • , • \ 100 200 SCALE IN FEET NOTE: SEE LEGEND ON SHEET ES01.04. I\,,, „ • • \\\\,,A • • \\\ PUBLIC' LAND • \\\\\\\ \\\ (REsouRcE/ t 111 I \\\ n: bh,\ "a;\ I \\ 4 - \, \\ \ • \ \\ 604 el. • t \\\A \\\\) \, , \:\\I\\ 6klt .\.\\.‘7 ..\\\\\1\\ \\. \\,\ \.\\, \\\ \1\\\\ (\;,:\\\\ 1?;\ \i‘ \\\ \\\ \/\\\ \\\\\\\\\\\:::\\\\\): \\\ \\ I \ :\%\ • \\\\ \\ \\\\ \\\ \\\CCII\ \ aP/ I ts + :47 • • • • • • + 6011.4 • • • • • • • • • • • • MATCHLINE SEE SHEET ES01.04 OWNER/DEVELOPER: Voillimpm•o-"D tr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-EXISTINGPLAN.DWG N 0 U) z CD (7) w 0 0 0 O 01 z w cn cn LC) w .. > z w J O < N 0 \ Z c0 a p Z jLI] U A LI] w m < 0 0 z I- 11-1 oo _J J J - CL CL 2 3 5 6 7 9 10 H G F E D C B 100 N 0 100 200 SCALE IN FEET LEGEND r , • • • ■■■■■■1 ■■■■■■1 r- L„J . . 0 9 wv N ss ST CB G Om/ G E T T JB a O EXIST. SLOPES GREATER THAN 20% SLOPE INSTABILITY AREA GEOHAZARD BUFFER ZONE EXIST. CONSERVATION EASEMENT EXIST. STOCKPILE AREA HERON ACTIVITY ZONE EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. BUILDING EASEMENT LINE PROPERTY LINE (PROJECT LIMITS) TOWNSHIP LINE SECTION LINE ZONING BOUNDARY CDOT R–O–W MONUMENT EXIST. PROPERTY PIN, NO 5 REBAR & CAP (L.S. 20133) EXIST. PROPERTY PIN, NO 5 REBAR & CAP (L.S. 22680 U.N.O.) EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. COUNTY SURVEYOR BRASS CAP FIRE HYDRANT WATER VALVE WATER MANHOLE WELL IRRIGATION BOX SANITARY SEWER MANHOLE STORM SEWER MANHOLE STORM SEWER CATCH BASIN GAS METER GAS VALVE GAS MANHOLE GAS MARKER ELEC. METER EXIST. ELEC. MANHOLE EXST. TELE. RISER/BOX EXIST. TELE. MANHOLE EXIST. EXIST. EXIST. EXIST. TELE. MARKER JUNCTION BOX POST TRAFFIC POLE GD G UT OT UE OE ST SS ST u ❑ 0 0 0 u PW RW x— —x rPP OTP c - O 0 • *11 IMBI — —5280— — � � 1 ■■■■■■■ III ■ 1 I IN 1 I — AREA (ACRES) 1 • • J-"°LANNE'D UI 1 T DEVELOPMENT `` (CONSE'R VA TIONS : i' / /5. / MATCHLINE SEE SHEET ES01.03 • •• • ' • ••s �•�♦4 • : -,29.t..” : Alt,./ .* I!••. ••, +6031.3 l 14 I \\ ■ • •+60367 / \\ •••• • ■ • ♦+4036.5 N • • •. l N ••\�• EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. +6026.9 +6024.9 • MIS— T T .\ \ \ rn \ c.t\ • + 602916 l• I 1 1 '. 0 1 \1 R6 • \\031.5 \ • „.„.„,_ 1 Itol I\ I \\1; \ �'%'\\ \\ \\ \\ \ \'`\ 1 \I \ • /.. \ 1 I do. \ \ \ \ \ \ *►A`�.�9. \\ 1 I \ 6 4 52 \ �1 + 6023.3rs r-♦-♦-_ -_-_ C\�� ♦♦♦♦ \\ + 60 9.6 1 • , ♦ 1 1 <��� ►�► ♦ ♦ ♦ \ ♦♦♦�.■ ■ ■■ 1p 4 r s , $.4 4t►♦�♦♦�♦�i■■■■■:::■..�■igur, �� :At. 1.♦ ♦iii■■■■:: ■i : U' ♦ .�i r. 7/11hP. ird \ 1 , --. k, *Ai ::_ Ai♦♦♦ ♦♦♦�i_ U. ♦♦ ♦♦C Nt- 414 4 •♦ ♦ ♦ ••+ 6023 ♦ ♦ <' 1 \\ \ ' \ /♦ \ 6f11 4 \ \ 4♦ \\\ \ •♦ /k \+60311 \.• V.\ ♦ 29 • GLENWOOD DITCH LINE GAS LINE UNDERGROUND TELE. OVERHEAD TELE. UNDERGROUND ELEC. OVERHEAD ELEC. CULVERT SANITARY SEWER STORM SEWER DITCH FLOW GUARDRAIL POTABLE WATER LINE RAW WATER LINE TREES TREELINE FENCE SIGN POWER POLE TELE. POLE LIGHT POLE GUY WIRE POST TRAFFIC POLE BOULDERS/ROCKS MAILBOX RETAINING WALL WETLANDS LIMITS RIVER/LAKE/WATERWAY CONTOUR '\\ o�;\\�;o k/\• \ \\\\\ \ \R \\ \\\ \ \\ \ \\\ \I I %,(;"7//3:•- \ -\•• \ �\\ I\ \ \\\ •\\ z .� •` \\ \\•`\\\:�• \+0 \ •• ♦•• •o \ • \\ 2>. '9\ \\ \ \ +6O6\ \ \ \• 4f,\`•i \\ \\\ \\ \\ \ \\ \\ +\ I �\ \ J 1 \ \\\ • �1 �•\\ +669\\\ \\\ \ \\\ \\ \ , ; \\ \ N\ \I\ \ \ '//'\ \�\\\\\\ \\ /� \ RO R. ;c s 0 N. .!/, .• EXIST .+ *\R +� N //, ••• ASEMENT \ Y'I'}., / sts.• irmv .4„, lot. -4- :♦i♦iiV�Oi, ►♦ice♦�i�♦ -,, • • %/ •■\ \\ ♦•♦ %:°\ \ 4. \sr.4\ \ • • \ Y•• \\\ • �• G� ! • • \\4 ' • \ o j.� ••• \ \••`\ ♦ �' \ 7.0 /'\• \ \ ♦ . \ • vii; ' \ \\ \\ O vv yv''vv \ \ V� y v \\ \\ \\\ \\ \J6'1P'\ I ••\ \ \ \\ \\ \ \ / x 1 I\ \ •\ \ \\ \ \\ \\� \ \ x C I \ \ I \ \ \ `� ••\ \\ \ \ \ \\\\ \ \ \ \ \� \ \ \ / I \ 1 \\ \ •\ \ \ 1 \ \\ ♦� ••\ \ \ \ \ \ \ \ \ \ 80573 \ \ \ I EXIST. BIKE �\ \\�\ \\\ \\\�\\\ \0(\ \ \ \\ `V\ EXIST. \ IF \ \\\\ WILDLE ::• � \\R \\ \\\R \ \\(\\\ \ \ o\\ \� FENCE �. \ \ \ TRAIL �\ \\ \ \ \\\\ \\\ \ \\\ PUBLIC LAND (RESOURCE/ RECREATIONAL) • • // '• o' . •/)//'/\/ • \ • / • ♦ ♦ ♦ ♦ ••♦ • • • • • • • • • • • • • • 4)/frilc, ib,c,/r4 + 6 ta5\- • • • • EXIST. CONTOURS – CONCENTRIC CIRCLES WITH TICKS INDICATES DEPRESSION EXIST. CONTOURS – CONCENTRIC CIRCLES INDICATES HILL EXIST. DRAINAGE BASIN BOUNDARY PROP. DRAINAGE BASIN BOUNDARY PROP. DRAINAGE BASIN NO. 1 00–YEAR. RUNOFF (PROP.) RUNOFF COEFFICIENT PLANNED UNIT DEVELOPMENT (OPEN SPACE) • • a \ ••4 \ \ \ • RURAL (AGRICULTURAL) OWNER/DEVELOPER: sti wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN EXISTING CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-RECLAIMEDCONDPLAN.DWG N O 0 (n (n Z CD (7 W 0 0 0 0 (n z W (n W N Z W J O < Z CD Et m \0 Z jwU A a w m Q 0 0 zLu 1- 1 - Woo _J J J 2 3 4 5 6 7 8 9 10 H G F ` oo,J. Id 0 0 I E D \\ \ / \ I \ `1 \ \\I\\ 0• -1-- 11 \0 1 I 0 N 0 1 \ I 1 I / \ I \ / \ / \ ao 0 l \ 1 0 O \ 1 SECTION LINE \ TOWNSHIP LINE 7 \\ 03t \ RFS F\ 0X\S' OW R� ▪ •Z INS \\\\\\\\k\\\\\\/-\'` \\\\\\ 11.1 • .\4.r \ 6 77.7 ti,\\ \ \\\ \\ \\ \\ \\ \\\\ \ \\ \ I \ NOTES: 1. THE RECLAMATION ACTIONS OR CONDITIONS DETAILED HEREON REPRESENT A PROPOSED PRE -DEVELOPMENT RECLAMATION ACTION (PHASE 0), INCLUDING GRADING, NECESSARY TO REPAIR THE DAMAGE TO THE PROJECT SITE RESULTING FROM ACTIONS TAKEN BY BAIR CHASE IN ASSOCIATION WITH THE SANDERS RANCH PUD. THE PHASE 0 RECLAMATION ACTIONS ARE DESCRIBED IN THE RECLAMATION PLAN PREPARED BY 8140 PARTNERS, LLC AND DATED JANUARY 14, 2011 WHICH ACCOMPANIES THE RIVER EDGE COLORADO REZONING AND PRELIMINARY PLAN APPLICATION. DEVELOPMENT -RELATED RECLAMATION IS DETAILED IN THE LANDSCAPING PLAN. POST -DEVELOPMENT RECLAMATION IS PROVIDED FOR BY THE RIVER EDGE COLORADO PUD GUIDE. 2. PRE -DEVELOPMENT RECLAMATION ACTIONS ARE PRESENTED ON THE RECLAMATION PLAN (RPO1 SERIES) AND RECLAMATION PLAN (REPORT). 3. SEE EROSION AND SEDIMENT CONTROL PLAN (REPORT), APPENDIX B REVEGETATION PLAN FOR VEGETATION SCHEDULES. PATH I I N C B v 1 H th (o tO 0 \ '\ \ ...1 M.f'.. I..i■ ". Inier \ //1'0 • (31 0 / DRIVE to co r11= gal MI\ NIB Ns 17 air HERON PROTECTION ZONE SEE SHEET 5-1 LEGEND • • r_ 411 COMMON AREA DEVELOPMENT AREA RECLAMATION AREA PROP. SLOPES GREATER THAN 20% EXIST. SLOPE INSTABILITY AREA LANDSCAPING/BERMING IN ACCORDANCE WITH RFTA OPEN SPACE EASEMENT SEE SPECIAL TREATMENT IN REVEGETATION PLAN, APPENDIX B, RECLAMATION PLAN SCREENING AREA PLANTINGS IN ACCORDANCE WITH LANDSCAPING PLAN (REPORT) AND LANDSCAPING PLAN HERONRY SCREENING AREAS (LA05 SERIES) EXIST. BUILDING EXIST. WETLANDS EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE 100 100 200 SCALE IN FEET 6,0 01 0 0 OWNER/DEVELOPER: TV -4771_4% E 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 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS SHEET NUMBER: 2 3 4 6 7 8 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-RECLAIMEDCONDPLAN.DWG N O 0 z w 0 O O CO O z w 0_ W J O Z co CD N. < Z - LI] U W W J Q Q 0 0 w H- w O O —I J J I 0- 0- 00 N N 10 D / • O \ 0 ) 9�0 e MATCHLINE SEE SHEET ESO2.O1 \\, EXIST. BIKE PATH \\it ,pS1- ` \ 20 i L--- N t �� \ l 0 \\� // 1 III I I� -1 i I I 1 'i1 w I I R I \ F.\ I \ II 1 V'V1 \ ► 11 1\ \ ► II 1� F� A \ l I't / \ L 11� �oJ 11\ \I 1\ I\ \ I \�1 � 11 � I I1 , \o// \I 1I\ \ r , I o \ \1 1!\ / I I\ II 1 1 ,+Ill's I \EXIST. CDOT ROW 1 I \ I 1 0 I � 1 01 I. 1 \i 11 Id I \ 1 I� I I\ I 1\ I� I II I� 1 II I11 ISI II I I I �� 1 (....:\ IIIIII 11 1 III I,I o yl\ II \'� �I I I II , \I I i \7 ,-, I I II\ ' II II l 11 1'' . II ISI . 11\ \� 11 ► ' I \ I\ I II II' r\ 0 , \ II IIIH'43 4 /11 I I I I I', L A I\I/ I 1 I 4 \ II III III \I NI VAA I� 1\I I �I \',\ I'I \°\ I� \l'\'\\,1 -.L14.1 l\ --\°-\\ I \ \ II I l\ `I 1 \ \\ II IIV'\ 1\ I I 1414• \ 1414 \ I I � � \ \ 1\ \ I \ \ \ \\ II 1 \\ \I \ \\ I1 I- I, 1 \I\ \b 1414 \ \ \\ \\I \II I� \ l\ 1\\� \ \ \ �I _ I \I \ \ ISI , \ 1\ I o \ \ �I I - �\ \ `O / V I \ \ 0, 0 \ 100 N 0 100 200 SCALE IN FEET lit \I\ //L__ \,u)1:71\\\\\, \1,\I\ ►I \1' \ \ \\\\ \ II III \\\ \-� \ \\\) \ \ \ \ 00 I \ \I \ 1111.11 /I I..,\ / \\\\\\\ \ I j I I�(a�\\\1 \\\\ b I\ \ I \ \ 1 I 1 � ) EXIST. 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BRIDGE ‘\. \i` \•-,;\&i!\ ci \IN. \I I 15. \s,) 1 OWNER/DEVELOPER: ,re -0 COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1-091sks Naming I (4 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-RECLAIMEDCONDPLAN.DWG N O O (n (n Z CD (n W 0 0 O (n z W a_ (n W N Z W J O < N Z O Et M \p Z jLI] U A 0 - LI] w w CO Q o z Woo H 2 3 4 5 6 7 8 9 10 IS- M1...■ILlri► .�un.: low .■i.rua.o. .ar1, aNEMBES IIIMWMOWARIAMIlk 14 4111.00:00:02, ■ .1..■...■...., sr.. vr..1....�. -aROMANO � 1Irei \& ;0 k&\ • W r%O!! \, • u.►�ti.a .v� a.o \ F E D C B \ \ \ \ • \ i i� nala► liNNONOSVIEL MMMM wink M MM WOO vresirmoovem likEl ok lm �. .a V®u:: ■► .a '■■M■■■MM .. 11i.\■\t MATCHLINE SEE SHEET ES02.02 \\\\777\74,11§11.142,,mei%t �Illl^►\■moi%III\►\►\\. \\ 11111■ MOMS%■■■■\\\\. IILIM1dpi/■■■■\\\\` \\\\\ '1\\\\■■■■■■■■■■\■\L \ \\\� , '\\�\\\\■■■■■■■■I/%L1 I��EI►�■■■■■MIRON \\*‘ \ •N.,M.►Noiiii'\\ 140.NEMEr EXIST. 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RFT P‘ EXIST; ROW ' - ` 1 1 \ N 0 100 200 SCALE IN FEET EXIST ' l l \: I\ 1 \ \ EASEMENT E\.i'I 11 III I \ �1 I +� 11\ I I\\,' I 1 \ I\ \, 1 \\I I 1 I►1\ \ e\ cocri 03 co \ \ \ \ \\ \\ )3.1* \ \ \ \ TOWNSHIP \ \ \ \ \ \ \ �s9s 0 N LINE \ \ \\ \ \ It\ / \I\ \i\' i\\ \\\1\ \K\ \\IA\ \"\A \c'n ,c) 0 ' \\ ' T:i\\1\ 1 1\ \ I ),_. \ \\ \ 1 \----q.0\ I\ \r\1 ‘ t \ \ \\') \'' \ k \ I I\ • N N crs 416 .1 wwliwilii•••••••:411 • ts• I De- 41421 )4:7i! a is 5.1410' :47410 S 41 I 600 01111.011 t • \).2i.2) \ \ \ PATH o MATCHLINE SEE SHEET ES02.04 EXIST. GRAVEL DRIVE OWNER/DEVELOPER: ivtir COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co LogistulPlanniNINO 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-RECLAIMEDCONDPLAN.DWG N O 01 U) z CD U) w 0 O O 01 z w � L co W N Lu z J O 0 \ Z (.0 Et z jLI] U A 0 - LI] w w CO Q o0 z w o o 2 3 4 5 6 7 8 9 10 H G F E D C B MATCHLINE SEE SHEET ES02.03 \ `\ \6 ' \T NNNi ••1? \SN , N‘1N1W °•'NNNN�ir !�!••..:-,..\\ •••���•••••:O"2_ :a:42O— ••••����•r�•11 •�Iri�l.�••"' • \\ •••••YrTi►���••••• •01 0 \NN!1 , D,, ,''N,N''., ' N'\,Ni1 :• i1C.,,. 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OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN RECLAIMED CONDITIONS (4 OF 4) SHEET NUMBER: ES02.04 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-PHASEDPLAN.DWG N O 0 (n (n z CD (7 W 0 0 0 0 (n z w 0_ (n .J z N LLI J O Z co a m�0 jLI] U A wwm z I- 11-1 0 O J J 2 3 4 5 6 7 9 10 H G F E D LOTS BY FIL NG, AFFORDABLE HOUSING, AND CONSTRUCTION SCHEDULE FILING ESTATE' TOWN VILLAGE ATTACHED GARDEN HOMES AREA DISTURBED CONSTRUCTION (ACRES) ESTIMATE 1 0 39 0 20 0 34.78 2012-2014 18 0 0 0 0 13 1.61 2012-2014 2 0 5 12 19 0 13.07 2013-2015 2A 0 0 0 0 28 3.16 2013-2015 1A 0 0 0 0 21 3.01 2014-2016 3 0 35 1 0 0 19.14 2014.2016 4 0 44 8 0 0 27.59 2015-2017 4A 0 0 0 0 19 2.95 2015-2017 5 0 27 0 0 0 14.15 2016.2018 5A 0 0 0 0 14 1.45 2016-2018 6 9 17 35 0 0 38.25 2017-2019 9 167 56 39 95 159.16 2012-2019 INCLUDES EXECUTIVE LOT . - - - 0 N O • • SECTION LINE \ ` \ \ \ EX\S R w O+ \ EX\SMEN��� EPSP --VT----------- N \/N \ • N \ \\ \ �J \ /-E7ST. BIKE PATH • <\ 1 \ \ \\ NOTES: • • * i N • • • N \ \ C B U. H 11 • SOIL STOC (FILING \ 0 0 / • 0 0 • • 1.8.711 0 • • • • • • \\ • • • \ \ • EQUIPMENT & MATERIALS STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO EQUIPMENT & MATERIALS STORAGE AREAS: A. COMPLIANCE WITH STATE AND FEDERAL REGULATIONS. AT A MINIMUM, ALL HAZARDOUS MATERIALS SHALL BE STORED AND USED IN COMPLIANCE WITH APPLICABLE STATE AND FEDERAL HAZARDOUS MATERIALS REGULATIONS. B. STORAGE OF HAZARDOUS MATERIALS WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY IS RESTRICTED. WHEN NO PRACTICAL ALTERNATIVE EXISTS, SITE SPECIFIC BMPs SHALL BE EMPLOYED TO MINIMIZE POTENTIAL ADVERSE WATER QUALITY IMPACTS. C. SAND AND SALT FOR ROAD TRACTION SHALL NOT BE STORED WITHIN ONE HUNDRED (100) HORIZONTAL FEET OF ANY WATERBODY UNLESS THERE IS NO PRACTICABLE ALTERNATIVE, IN WHICH CASE SUITABLE SPECIFIC BMPs SHALL BE UTILIZED. D. SPILL PREVENTION MEASURES SHALL BE IMPLEMENTED TO PREVENT SPILLED FUELS, LUBRICANTS OR OTHER HAZARDOUS MATERIALS FROM ENTERING A WATERBODY DURING CONSTRUCTION OR OPERATION OF EQUIPMENT AND/OR FACILITY. IF A SPILL OCCURS IT SHOULD BE CLEANED UP IMMEDIATELY AND DISPOSED OF PROPERLY. E. MAINTENANCE OF VEHICLES OR MOBILE MACHINERY IS PROHIBITED WITHIN 100 FEET OF ANY WATERBODY. EMERGENCY MAINTENANCE MAY BE CONDUCTED UNTIL THE VEHICLE OR MACHINERY CAN BE MOVED. F. CONTAINMENT MEASURES SHALL BE PROVIDED FOR ALL FUEL STORAGE AREAS TO PREVENT RELEASE INTO ANY WATERBODY. INVENTORY MANAGEMENT OR LEAK DETECTION SYSTEMS MAY BE REQUIRED. G. AREAS USED FOR THE COLLECTION AND TEMPORARY STORAGE OF SOLID OR LIQUID WASTE SHALL BE DESIGNED TO PREVENT DISCHARGE OF THESE MATERIALS IN RUNOFF FROM THE SITE. COLLECTION SITES SHALL BE LOCATED AWAY FROM THE STORM DRAINAGE SYSTEM. OTHER BMPs SUCH AS COVERING THE WASTE STORAGE AREA, FENCING THE SITE, AND CONSTRUCTING A PERIMETER DIKE TO EXCLUDE RUNOFF MAY ALSO BE REQUIRED. \ SOIL MATERIALS STOCKPILE AND PROCESSING AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS DURING CONSTRUCTION ACTIVITIES, THE FOLLOWING REGULATIONS SHALL APPLY TO EQUIPMENT & MATERIALS STORAGE AREAS: A. B. C. D. TEMPORARY BMPs WILL BE INSTALLED AND MAINTAINED WHILE AREA IS IN USE TEMPORARY COVERS OR VEGETATION WILL BE USED ON STOCKPILES NOT SCHEDULED FOR USE WITHIN 30 DAYS DUST CONTROL MEASURES WILL BE USED DURING PROCESSING ACTIVITIES NOISE WILL BE MONITORED AND MAINTAINED BELOW STATUTORY LIMITS DURING PROCESSING ACTIVITIES SNOW STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS, THE FOLLOWING REGULATIONS SHALL APPLY TO SNOW STORAGE AREAS: A. PLACED IN COMMON AREAS AWAY FROM DRAINAGE CONVEYANCE CHANNELS AND STORAGE FACILITIES B. TEMPORARY BMPs WILL BE PLACED TO MINIMIZE THE RELEASE OF SAND AND SALT USED FOR TRACTION AS THE STORED SNOW MELTS REVEGETATION DISTURBED AREAS TO BE REVEGETATED PER REVEGETATION PLAN (APPENDIX B OF THE EROSION AND SEDIMENT CONTROL PLAN (REPORT). • A� - rn 0 0 \ // EXIST. / I DRIVE // //// // 10 // / f / 'I • 2 PROP. WATER QUALITY POND ROCE AREA MATCHLINE SEE SHEET ES03.02 • • • - / \ \\ 0 0 W O LEGEND PHASING/CONSTRUCTION • • • • • • ..• • • • • • • • • • PROP. PROP. PROP. EQUIPMENT STORAGE AREA SOILS STOCKPILE AREA SOIL PROCESSING AREA PROPOSED EROSION CONTROL ® SILT FENCE 1 VEHICLE TRACKING CONTROL 1 OP OUTLET PROTECTION 1 IP INLET PROTECTION 1 ( STRAW WATTLE CHECK DAM 1 •.h'"1�c�• i - G — I I, EXIST. COOT ROW I I I I I / I I I � II � �, I / -- SWCD PROP. PROP. PROP. EXIST. EXIST. EXIST. CULVERT & OUTLET CURB INLET/CATCH BASIN CHANNEL/DITCH BUILDING FLOODPLAIN LIMITS EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE 1 FOR PROPOSED EROSION & SEDIMENT CONTROL BMP'S AND DETAILS, SEE (ES05 SERIES). 100 N 0 100 200 SCALE IN FEET 1 (II\1\11\ I ''o//' 1'IIIIII U��//� \I Ilj III I I 1 1 1 1 N rn 0 (II III 1 'I 1 o I II I, \I I{II \I11(1111( � IIII I\)\ 1'I �\ \II \I I � \ \ 1 1•rl I1\o1\ II 1I�II IIIo\\V I I 1IIII\I I'I1\\GRAVEL/I IIIIIIIIIIlr III I�1 \ \\i �IIIIIIII II�II'1�II\ II/I III`I,III III\II I IIl�I � I II I 11\\\ I1�;l \IIIII I 11\�I I I ' I \ / I �I �I I\II III 1 \ \I / \\ i\\ I Ih IIIIrI\\l II \ID\\I\ \ i6o�,l1\ \I \ I V I \I soy �o- - \ \\\� 1 I IIII I/I II \ V I II I� I I �' \I \I II 1- °' I I �' I \ \ ' I I I \ II 1 T \l' \ I I I` \ \ 00 I N III\ II\\1. IIa,� IIII I I\ \\ 1 ./�1 o\'li /\ I, IIII \IlliIIIoII II I1 'IL I'\\'' jl I,1\\\\\\\ II II�\I\I\ III \II \I \\ ti N. OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS SHEET NUMBER: 2 3 4 5 6 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-PHASEDPLAN.DWG N O cci0 (n U) z CD U) w 0 0 0 O 01 z w 0_ cnw Z N LLI J O 0 \ Z c0 a M \p z jLI] U A E LI] wm Qo0 z I- 11-1 oo LT_ J J 2 3 4 5 6 7 8 9 10 H G F E D C B PROP. WATER QUALITY POND v/\ i I l \\ \\ / = I tik r �- \ — ,I 1 I MATCHLINE SEE SHEET ES03.01 ll/ SOIL (FILING \\F s INGEXIST. BIKE PATH G/73—'\ \ ING 2\\ \\ EPS�X\S��'N� P $91-\\1,1 RO Is • • • 7 �O 1 1 Il 0 w 0 i N 100 0 100 200 SCALE IN FEET EXIST. GRAVEL DRIVE ST. • I II / /I r1 I I 096 1 OL 6g I \ \ \ PROP. WATER QUALITY POND Un to 0 PROP. WATER POND QUALITY 0866 <,, \I TOWNSHIP LINE BRIDG • 1 I I • 1 as se 1 1 Is Is 1 1 II I Iss • i FILING 5A _ IREL21...INGMA LING MATCHLINE SEE SHEET ES03.03 0 MN 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 co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-PHASEDPLAN.DWG N O cci0 Cn Z CD w 0 0 0 O In z w 0_ cnw Z N J O 0 \ Z O a M \p z jLI] U A LI] wm Q0 z I- 11-1 oo LT_ J J H 2 3 4 5 6 7 8 9 10 s FILING MATCHLINE SEE SHEET ES03.02 1A PROP. RAW WATER IRRIGATION PRE–TREATMENT POND \ PROP. T" IL \ \ 1 EXIST. BRIDGE a 2% F E D C B \ \ \ \ \ \\ \ i \ !NG 1 1 1 \ 1 FT AI ■ EXIS1. • 1 11 o II I \\v-Dt ■ I 1 `00 -- \ ROW 100 N 0 100 200 SCALE IN FEET \ \ e\ \ co 03 co cri E E.:\ \ \ • 0 0 T LI N N \ ■ ■ s9 0 N N \ \`\ Ns. \ \ \. \ s%\ o N \ U. N �Q1. \ \ I ods \ 'R \ I \Oso \ \ \ \ \ \ a '' / \ \ \ \ \\ \ I \ \ \ \ \ as \ / \ \ \ \ o \ I to \ \\ \ \ \ IIo \ \ \ \ \ +1I' \ \ \ \ \ `k1 \ \\ \\ \ \\ \\ \\ \V v\ \ \ \ \ \ o \ N \ \\ \ \ \ \s \ \ \ \ \ \ \ \\'!)'\\\ \ l oso e\ \\ N A 9p \ \ s �6� �\ s9 \ \ \ 12 N i 6.\�\—N o 2% MI 1=1 MATCHLINE SEE SHEET ES03.04 650 EXIST. GRAVEL DRIVE OWNER/DEVELOPER: r- '\kN "),"•wwi COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-PHASEDPLAN.DWG N 0 01 U) z CD w 0 O 0 01 z w 0_ cnw N z LLI J O Z co CO p z jLI] U A 0 LI] wm Q 00 z I- 11-1 o o LT_ J J 2 3 4 5 6 7 8 9 10 H G F E D C B MATCHLINE SEE SHEET ES03.03 — . —\ S\ \wo N \ -- I — — — �� — mu 60 \ \. \ \ \ \ \ �0. ik \ .\ \ \ \ N N \ \ \ \ \ N N \ ` \ \ N \ .6 \ - - ▪ N N N \\ \ y` \\\\\ \ ` \\ N� \\\ \ \ N \ ", \ s9 \ \ \ \ \ , 'R\ 0 S°'\ \\\ .S \\ \\ \N S` \,, S\\990, \N \\\\ h 1 \ \ \ \ `�`�,S, �o `,S \ N \ \ \ N N \ \ N ., \ \ \ \ N N N 60 \ N �\ \ N N N N °° ` N \ N ` t. "`\ \ \ N \\\\\\ N. \ 602o i`, \ ~ N. \ \ N N. \ \ `\ \\ \ \ \ \\\\\� \ \ \ NN\ N\\ N .J`1 • N• ' \ \--�\\ N N N N \ w \ � \ N. \ \ \ . \ \ \`` \ N .6.9 �\ \N \ /i \ \ N„is N N 90 N \ \ > \ \ \ \ N 60 I ` 0 N o N \ °Sss. \\\\\ N N N \\ N \\ \ \ \ \ SOIL MATERIALS 1. STOCKPILE AREA • (FILINGS 5 & 6) I �T I1\1\ V AV y\ \\\\ \V \\‘\\ A \ \ o \ I, \ 1 \ \'\\ \\ \ \\ \ \\ \ \\ \ \ \ I I \ \ \ \ \\\\ \ \ \\\\\ \\\\ \ \\1 \ \ � 1 EXIST. BIKE PATH \ \\\ \\\ \\ \�\ \ \ \\ \ \ \ \ I v\ . 01AA , ��\, \A A \\ 1 A \ , 1 EXIST. �\—\y ' \ \ I , I GRAVEL cyci \ \ 1 \ \ \ DRIVE \' \\ \\\ \ \.\\\\\\1,\\\\\\\\\' \ \ \X1 \\ \ \‘\\\\ \\\ ,1 \ ‘\\*; \\ \ I\ \ \\ \\:\\:\\\\\\k\\\ \\ \\\\\\\,/,\\\\,\\/\\,.+,\,\\ \ \\\+\ \\,\\\__, \ \ \ IN _) \\ % \ \ \ \� \ \ 1 10 \y �-1 I 62 X11 11 I1 1\l I \ \\ 1 \ \ \ \ N N N \ \°/0\ \ \ \ N. 0 N ON N. \ \ \ \ \\NN \\\ \\ \ \• ‘N N \ N \ \ \ \ \ \\\��, ?� u. �, N \ \ 599 \ \ N N \ \ Q\ \ \ 0 \\ N \ \ ``\ ( 0 . N \1/4 5:9- .0 : 6:96 N 5- ,GN N N 2: N . p 1 ` \ l / \ \\\\ N\\ \\ N 6 \ \ \ \ \ \ \o \ \ •' .0-\P N \ V \ \ \ A \ ass \ \ ° ' \\ \\\\\ \ \ R b'iR/ti R��FR 1` 1 0 0 \ \ \ \ \ \ N \ \EXIST. 50\\4 \ \ \.\ N N \ EASEMENT \\ ` 6d \ \ / ) \ \ \ \ \ \ ..... \ \ \ \ `1°-'\ \\ \\ \\ ,\\ \ \ ,,,\ �`O�-' I \ X60 \\�\ ` \ \ \ \\\\�\\ \\\\\\ '\� \\\ I\ \\\ \ '\ \ A v\ls \\ \\\‘ ,, „,, 1 / / \ \ \ \ \\ \\\\\\,,,\ \ \�\ \, \\ \1`\ \ Co) 1 \\ I I \\ ♦o \ \ •\\\ \�\\\\ \\ \1\�\ -72°8°31: 000 1 I :', \\\\‘\ A\ V A \\ o 6'0/0 \ \ \ \ .‘\\\\\\\\\\\\\\\\\\ \ \ \ � 1 / I \\ \�I �\ \ \\ \\ .\\ \\\\\�\\�`\ \\\\ \\\ �\ r - V A` .)\\ \• \ \\ 6; �\ \\ off\ \\ �9- v` \60:_-_-_-(529s., , -o \\\\ V \ 60‘ \\,, ( \I �vv v� pc,. ° vv A \ \ \A \�A\ \V1AA\ \\+ \ �1 \ \ \ 1 \ I \\ \ \ \ \ \\\ \ ° \ \\ \111AI..\��. \1 ."� \� Y\ \ \\ \\\`a t \A \\� • \\\ \ \ \ rn m\\ \\\ \ \ \ \ \ 1 a / I . o `r \., \ \\ \\ A. \ N 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: '6 C r co a Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN PHASED CONDITIONS (4 OF 4) SHEET NUMBER: ES03.04 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-FINALPLAN.DWG N O 0 (n (n Z C (7 W 0 0 O O O (n z W (n ro W N Z W J O < N 0 \ Z c0 M \p Z jLI] U A LI] wm Q o 0 zLi j I— I— Woo LT_ J J 2 3 4 5 6 7 9 10 H G F E )10 re i Ey I \\\\ \\+\ \ 5'`9.90\ \ \ -I- \ \ \ \ \ \ \ \\ V A \ :-/ 6.() I leje \\ ,04 \ 0, — F� N 1 O \ \ \ \ \ \ l� 1 \ SECTION 7 co to \ \ LINE i 03 ootri TOWN LIN SHIP\ \ \ \ \ \ \ \ \ It 1 • • • • \ ,...\,,, \ \\\:. 1,:•,, \ c-'-:\)) \ \ -:.' 1 N • • r\EXIST. BIKE PATH • 0 >i< • ,A )71 • • • NOTES: SNOW STORAGE AREAS PER SECTION 7-204 OF THE ULUR, PROTECTION OF WATER QUALITY FROM POLLUTANTS, THE FOLLOWING REGULATIONS SHALL APPLY TO SNOW STORAGE AREAS: 1. PLACED IN COMMON AREAS AWAY FROM DRAINAGE CONVEYANCE CHANNELS AND STORAGE FACILITIES 2. TEMPORARY BMPs WILL BE PLACED TO MINIMIZE THE RELEASE OF SAND AND SALT USED FOR TRACTION AS THE STORED SNOW MELTS RESIDENTIAL DRIVEWAYS PRELIMINARY SLOPES FOR ALL PROPOSED RESIDENTIAL DRIVEWAYS ARE LESS THAN 4— PERCENT. ANY DRIVEWAYS DETERMINED TO BE GREATER THAN 4—PERCENT DURING FINAL DESIGN WILL INCLUDE PERMANENT BMPs TO PROPERLY MANAGE SURFACE WATER DRAINAGE. PERMANENT BMP's PERMANENT STORMWATER QUALITY BMP's WILL BE CONSTRUCTED AND MAINTAINED PER DETAILS PRESENTED IN THE EROSION AND SEDIMENT CONTROL PLAN (REPORTS). CHANNELIZED FLOWS WITH CALCULATED VELOCITIES GREATER THAN 5 FPS WILL REQUIRE THE INSTALLATION OF ENERGY DISSIPATERS. • up coo 1 LEGEND • .101 PROP. PROP. PROP. CULVERT (Sc OUTLET CURB INLET/CATCH BASIN CHANNEL/DITCH EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE PROPOSED EROSION CONTROL .11 C R\ 0:11\ 1,67,-,11100,1:‘,18//;\ 100 POP PIPE OUTLET PAVING (PER CDOT M&S M-601-12 STANDARD DRAWING) 0 100 200 SCALE IN FEET • 0 0 • EXIST. GRAVEL DRIVE • • tO 043(71 OP. RMWA VEYAN NEL • • • 0 • CHERT • • • I I T / (6> PROP. WATER QUALITY POND MATCHLINE SEE SHEET ES04.02 OWNER/DEVELOPER: Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1lLogistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 9 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-FINALPLAN.DWG N O 01 Cn Z CD U) w 0 0 0 O 01 z w L Lu N Z Lu J O <o Z O a M \p Q Z w in LI] W m Q 0 UJ Z I— 1— w O O LT_ J J 2 3 4 5 6 7 8 9 10 H G F E CTI 42. / 4 I I 7/ 0i74g \ I \ Ln o \ o I 9-0 ` �! \ \ N PROP. WATER /QUALITY POND 77— flP \\\ \\.\ \\ \\ \ I- MATCHLINE SEE SHEET ESO4.01 1 PRO STOR CONV CHANN C WATER ANCE \ PROP. TRAIL C� 1 EN TO PIPE ON •.�/ \\ X I • , , 1\ �IN EXIST. — s • • \ ,� �� ,,, \FiLING 2\\ \ ,c:01• I , /50 MNS EPSP \\ PROP. CURB AND GUTTER (TYP.) BIKE PATH `, •1-3; \ ♦ \ \ _� y 1 I I I I' I � , Il g II = II I I .. I 1\:- y � I III 1�� ce; 1' I I II \I Ii , \ I I I IIIH III I I I II \ r--"',, i I i H I .I I \\ II \I 0, \ 'I I1 `;I I' ' , II I, I I \_\ F.{ I I 100 N 0 100 200 SCALE IN FEET \‘ EXIST. DRIVE GRAVEL I 1I W II I1 1I II II 11� Fa / �bl 11 `\1 I,\ 'I ,1 1 'J ' \\ � I III � VII I � �I III61?\\\\ ,0 COOT ROW ST. I \\\\ \ II \o\I\ 1 I i\\\\l� \ \ 1111 \ \\NNN\\\ \ ' \\ \\\ \1\ \ \ \ 008.\\„\ \! \ \ \\\\ \ \\\\ I \ nt\ '� ----\\60\6‘01-\\ I \\ - \ JI \I \ �\ \ \ I \ \ 1 \ \:\\:\\\I \ \\ �--- \ \ \ \\ \ /j\7\ °\ \\\\ \\ \\ i\ \\ \\ \ \\ \\ 2A C J D C B A N T \ �\ 0" I � / PROP. WATER QUALITY POND I / Ui to 0 __09 \ OL6S 5- I PROP. WATER QUALITY POND j $I I 1 °NIA •` -\, • I \ `\ \ \ \\\ \\,\ \ CisC PROP. STOR CONV CHA WATE YANC NEL I • 1 I I • 1 as as 1 1 Is as 1 I al 1 as aj \ I I TRAIL i FILIN_Q5A LING MATCHLINE SEE SHEET ES04.03 I II • ..44%444\ 7.1 \;- MN 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 ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-FINALPLAN.DWG N 0 0 (n (n Z CD (7 w 0 0 0 0 (n z w a_ (n Lu Z N H F E 2 3 4 5 6 7 8 9 10 FILII9G MATCHLINE SEE SHEET ESO4.02 IL IN 1A PROP. RAW WATER IRRIGATION PRE—TREATMENT POND • -,— EXIST. BRIDGE PROP. T l / / / / /1 ' / / / / / / / 1 / , , 7 I\ I p°� \ c, I ci I - I 1 1111 IIi 1, \III 1 \\\ \ 1 0(1 II ,\I I J I 11 O� I \\ 1 ,_ \1 I,. 11 ,A, 1I I I I 1 \ I E \ `,I 1 I \ , \1 \ \II\\ 1-/ 1 I A 1 J II 111 I \ 1 III ,I V 1 I I\ 1 1 1 \III ► •o I II ► `� ■' I \I, I \ I 11 ► I : \I 1I \'II \ , 1 I 1 I I III' 1 1'. ■ I 1\1 I ' I \ \\1 I 0 (LING / // // / /// // O '.0 I 1 I N— SECTION LINE 1 I \ 1 �4 ,I I \ 1 4100 DR03.01 PROP. STORM CONVEY CHANNEL TER NCE SING 6I --i I 0 1 R03.01 \ 0 J 100 N 0 100 200 SCALE IN FEET EXIST• RFTA' ■ ROw ROW D C B Lu J 0 < N 0 \ Z c0 a M \p Z jwU A LI] wm Q 0 z woo _J J J Li 0 0 Og 65 \ \ \\\ !� \ co co \ LINE \ \ \ \ DR03.01 ■ \ v \ \ \ 1 rn PROP. TRAIL \ \ \ \\ N N N \ \ N N N N N N 0 xp- \ \ \I as \ °C. \ \\ / N \::+\:\\ \:\ 11\\ \20S\ \\\\‘:1/45,,9:0\S \\\ \ \:\ \:\\\ _ _ r: - - \ \ \ I f i t..0 I 0 • • • -7:. , „............ ,,,,, , , __.............___...7 ....._ NMI MI 1=1 MATCHLINE SEE SHEET ES04.04 f53 " EXIST. GRAVEL DRIVE OWNER/DEVELOPER: wirr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 1lLogistics I Planning I Design co 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS\ES-FINALPLAN.DWG N O U') z CD w 0 O cn O z w � L Lu N Lu z J O O Z co a z jLI] U A LI] wm Qo0 z I— I— w o o LT_ J J 2 3 4 5 6 7 8 9 10 H G F E D C B • . = „— \ ; \ \ \ \ \ 6o \ \\ \ •\ \ �0. \ \ \ N N N \•N \ N , N \ \ \ \ \ \ �\ \ \ \ N \ •6 �. \ \ \\N\' N o, N PRO (9,.. \ '*,-,N s` \ �, S\\990 N \ N 9 \ \ \'41 \ \`Q '0 \ \ \ \ N \ \ '0 N S'9d' \ \ \ \ \ \ \ °` \ \ \ N \ , \ \ \ , \ N \ \ \ \ 60 \ \ 1 : - .4 S \ \ \ \ \ \°moo \ \ \ , \ N \ \\\\\ N. -.- cc,\ \ --- � \ \ N. N N N w \ x MATCHLINE SEE SHEET ESO4.03 IM IM -MI \\ \ 11 �) \ 111' I I \ I 1� 11b 1I II ■1 1 I II I MO 1 i \ PATH EXIST. GRAVEL DRIVE t 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ��� \ \\N N \11 N N N� osss , N. \ N. \ \ \ \ \ \ \ \ `-'990 \ \ \ \ \ ) 9�9°\ \60e0 \\ \ \ J „A.\ ` 1 s \ 1I o \ \N '\\\ �•6 I 1 ( \\ \ N N N (e'°' \ \ \ \ \,, N N \ 0 • \ N \ \ \ N -Uj N\ N \\\N\\ \ \\ N, \ `S9 N \ N 0 • • \ \ \ \ \ • • \ \ \\ $ \ \ • N \ \\ \ \\ \ \\\ \\ • N \ \ \ \• N N o N. N \ •\ • S9'p. \S9 N N N \ N \ \ � \\\\ \• \ \ \ \ �O \ 6,:,:, \ N O \ \\ `� \ , \00 \ `0 1 O\ \\ ,'\\ \\ \ `\N\\ \\ \N ` C\ �,�\\ • \ - ' N N N 5' • • \ • • c.1` \ \ \ I \ 60 -• • \ \ V• . N 1 R Q4 R/ti R��FR \ \\ \NO N \EXISt\ 50 \ \ \\\\\ \\xEASEM NT \--„,,:. \ •\ • n \. \r / \`S99\ \ \ \\ \ \~ \\ I N , o \ \ 1 \ N . a ,\\ , o(o� �J \N •, \\,�Y \ b \\ I \ / \) I / (`\ • I N (() \ I / (\ \I 11° \d \n \ \/ I \ \\ \\I \ \ \ \'I \ �\ \ \ \\\\\\' \\�, \69�\` '0 `\ \ \\ \ °\ \\ 15500• 0 \ \• 5' \ \\ \ \\ \ \ \ Vq \ \�H�\\ \ \\\\ \ I`\\ \ \\ \ \ \\ \II \\\ 1\ \ \\I--��.�miemNi � S— VA \ \ \ \ \ �\ \ \ \+I \ \\ \\\ \\\\ \ \ \ \ \\- \ \ \ \\\ \k \\ \ Sr „ \\ \\ \�. \ \ 100 N 0 100 200 SCALE IN FEET OWNER/DEVELOPER: r -,,L `"\s laV7,67rE/ COLORADO 111. Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11u) d C r ao a Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS (4 OF 4) SHEET NUMBER: ESO4.04 3 4 5 6 7 8 9 10 - TASK 02 PRELIM PLAT\ENGINEERING & DESIGN\CAD\PLAN SHEETS \ES-DETAILSEROSION.DWG N 01 Cn CDO z C w 0 0 O O U) z w cn w z N w J O o� Z co a m �o Q z LI] U LI] wm < 0 0 z I— I— woo LT_ J J PLOT STYLE: 8140CAD_MSTANDARD.CTB 1 2 3 4 5 6 7 10 H G F E D C B A OPLACE UPSLOPE END OF BLANKET IN A TRENCH 6" DEEP BY 6" WIDE. BLANKET FABRIC ANCHORED IN TRENCH 0 USE A 6" OVERLAP WHEREVER ONE ROLL OF BLANKET ENDS AND ANOTHER BEGINS. STAPLE PATTERN BLANKET FABRIC ANCHORED IN TRENCH DITCH OUSE A 4" OVERLAP WHEREVER TWO WIDTHS OF BLANKET ARE APPLIED SIDE BY SIDE. STAPLE PATTERN: MINIMUM 3 PER SQUARE YARD. 4" 0 CHECK SLOTS SHOULD BE MADE EVERY 35'. AND AT TERMINAL ENDS. INSERT A FOLD OF THE BLANKET INTO A TRENCH 6" WIDE BY 6" DEEP AND COMPACT IN CONFORMANCE WITH MANUFACTURER'S RECOMMENDATION. LAY THE BLANKET SMOOTHLY ON THE SURFACE OF THE SOIL, DO NOT STRETCH THE BLANKET, AND DO NOT ALLOW WRINKLES. INSTALL STAPLE 12" ON CENTER IN TRENCH. FLOW PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW. DO NOT JOIN STRIPS IN THE CENTER OF THE DITCH. USE CHECK SLOTS AS REQUIRED. STAPLE 6" ON CENTER ALONG EDGE, TYP 12" FLOW 6" 6" SILT FABRIC STAPLED TO POSTS PLACE BLANKET PARALLEL TO THE DIRECTION OF FLOW AND ANCHOR SECURELY. BRING BLANKET TO A LEVEL AREA BEFORE TERMINATING THE INSTALLATION. SOIL RETENTION BLANKETS DETAILS SCALE: NTS POST (2" X 2" NOMINAL) 10' MAX. I 24" MIN. COMPACTED BACKFILL SILT FENCE FABRIC ANCHORED IN TRENCH AND ATTACHE D FIRMLY TO POST 42" MIN. 1 24" MIN. 18=== =1_ MIN. III= SILT FENCE FABRIC ANCHORED IN TRENCH AND FIRMLY ATTACHED TO POST 6" x 6" TRENCH SILT FENCE DETAILS SCALE: NTS FLOW 11=III= lli=III= II SILT FENCE INSTALLATION NOTES 1. ANCHOR TRENCH SHALL BE EXCAVATED WITH TRENCHER, OR WITH SILT INSTALLATION MACHINE; NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK", OF BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. 2. SILT FENCE INDICATED ON EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO ANY LAND—DISTURBING ACTIVITIES. SILT FENCE MAINTENANCE NOTES 1. THE CONTRACTOR SHALL INSPECT SILT FENCE DAILY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6—INCHES. 3. SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBANCE AREA IS STABILIZED AND GRASS COVER IS APPROVED BY THE ENGINEER. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE ENGINEER OR OWNER'S REPRESENTATIVE. 1-1/2" CRUSHED —\\ ROCK I ENCLOSED PLAN VIEW CROSS SECTION 10" MIN. 2" SOIL Ef) INLET PROTECTION SCALE: NTS CULVERT END SECTION BACKFILL UPSTREAM OF BERM REINFORCED ROCK BERM "D" (12" MIN.) PLAN WIRE AND ROCK NOT SHOWN FOR CLARITY SECTION A FLOW 10" MIN. i REINFORCED ROCK BERM SEE SECTION B ANY GAP AT JOINT SHALL BE FILLED WITH 1Y2" CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK REINFORCED BERM 12" 12" 1Y2" CRUSHED ROCK ENCLOSED IN WIRE MESH JOINT DETAIL 0" ON BEDROCK OR RIPRAP 2" IN EARTH SECTION B OUTLET PROTECTION SCALE: NTS OUTLET PROTECTION INSTALLATION NOTES 1. SEE PLAN VIEW FOR LOCATIONS OF OUTLET PROTECTION. 2. CRUSHED ROCK SHALL BE FRACTURED FACE. 3. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1.0 INCH (COMMONLY TERMED "CHICKEN WIRE"). 4. WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6—INCH CENTERS ALONG ALL JOINTS AND AT 2—INCH CENTERS ON ENDS OF BERM. 5. THE ENDS OF THE REINFORCED ROCK BERM SHALL BE 12" HIGHER THAN THE CENTER OF THE BERM. "L" = THE DISTANCE SUCH THAT POINTS "A" (Sc "B" ARE OF EQUAL ELEVATION. WOOD STAKE STRAW WATTLE PROFILE VIEW ALONG DITCH FLOWLINE WOOD STAKE STRAW WATTLE CROSS SECTION swcD STRAW WATTLE CHECK DAM SCALE: NTS COARSE AGGREGATE 3" TO 6" EXST. GROUND EXST. GROUND MOUNTABLE BERM (OPTIONAL) H - A • 20' MIN. CONSTRUCTION FENCE, TYP., TO DISCOURAGE VEHICLE ACCESS I EXCEPT AT VTC I I EXST. PAVEMENT SIGN, "CONSTRUCTION ENTRANCE" R=5' i A STOP SIGN PER MUTCD STANDARDS PLAN VIEW 50' MIN. • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION. GEOTEXTILE EROSION CONTROL (CLASS B) SIDE ELEVATION 20' MIN. FLOW 4 -‹ EXST. GROUND GEOTEXTILE EROSION CONTROL (CLASS B) SECTION A—A MOUNTABLE BERM (OPTIONAL) 3" MIN. 3" MIN. EXST. PAVEMENT VEHICLE TRACKING CONTROL DETAILS SCALE: NTS VEHICLE TRACKING CONTROL INSTALLATION NOTES 1. VEHICLE TRACKING CONTROL PADS SHALL BE INSTALLED AT EVERY ACCESS POINT TO SITE. 2. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE OR BOULDERS WILL NOT BE ACCEPTABLE. THE STONES SHALL BE 3" WITH A MAXIMUM SIZE OF 6". THE STONE SHALL HAVE A SPECIFIC GRAVITY OF AT LEAST 2.6. CONTROL OF GRADATION WILL BE BY VISUAL INSPECTIONS. VEHICLE TRACKING CONTROL MAINTENANCE NOTES 1. THE CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL DAILY. GRAVEL SURFACE SHALL BE CLEAN AND LOOSE ENOUGH TO RUT SLIGHTLY UNDER WHEEL LOADS AND CAUSE LOOSE GRAVEL TO DISLODGE MUD FROM TIRES. WHEN GRAVEL BECOMES COMPACTED OR FILLED WITH SEDIMENT SO THAT THE EFFECTIVENESS OF THE PAD IS DIMINISHED, CONTRACTOR SHALL RIP, TURN OVER, OR OTHERWISE LOSSES GRAVEL, PLACE ADDITIONAL NEW GRAVEL, OR REPLACE WITH NEW GRAVEL AS NECESSARY TO RESTORE EFFECTIVENESS. 2. VEHICLE TRACKING CONTROL SHALL BE REMOVED AT THE END OF CONSTRUCTION, THE GRAVEL MATERIAL REMOVED OR, IF APPROVED BY THE OWNER OR OWNER'S REPRESENTATIVE, USED ON SITE, AND THE AREA TOPSOILED, SEEDED AND MULCHED OR OTHERWISE STABILIZED. OWNER/DEVELOPER: r- \ COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Ill. Logistics I Planning I Design L d C ea 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 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: C. SNYDER SHEET TITLE: EROSION AND SEDIMENT CONTROL DETAILS SHEET NUMBER: ES05.01 1 2 4 5 7 8 10 O 0 O cn z < w w > z LLI J O W Q N >- Z Z O Q E w LI] w m 0 j Z � I- 11-1 00 J J L� 0 0 PLOT STYLE: 81 40CAD_MSTANDARD.CTB 2 3 4 5 6 8 10 H G F E D C B A RIVER EDGE COLORADO SUPPLEMENTAL SUMMARY SHEETS VICINITY MAP INDEX OF DRAWINGS 10111ila 4 \AN; lalL ilk 's�► Walk ,114.11"7fi ::LENWOODVII M WiNi i ik I POI I '■ 'SPRINGto lir Ili 1 ilia III _III MM1 a 4L. 1 114 _$p111111 1111 „ 14 4111 111 1 /1,„ ` ...... A.,. 1 „,,, • . 1 *11418.v" ope---.--- ,.„ ,,,.-, iv SITE. 6 ► eigilmi� ;' 113 ,. 109 kil ■ f." 82 \ iiri a alwk, I CARBONDALE �� Fez" 110.10 �� \i f , VICINITY MAP 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: r-L'L vr 1V7P-RrE, COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SUPPLEMENTAL SUMMARY SHEETS COVER SHEET SHEET NUMBER: SS00.01 5 6 10 INDEX OF DRAWINGS NO. SHEET TITLE SS00.01 SSO1.01 SS02.01 SS03.01 SS04.01 SS05.01 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 STRUCTURES PLAN 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: r-L'L vr 1V7P-RrE, COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 Logistics I Planning I Design 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 a Phone No: 866.934.8140 www.8140partners.com KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. LOWRY CHECKED BY: S. OTERO SHEET TITLE: SUPPLEMENTAL SUMMARY SHEETS COVER SHEET SHEET NUMBER: SS00.01 5 6 10 O O O (f) Z Q w w Z w J O w < N 0 Z O Z O ‘— m �- E — w O o . L� w co Q 0 Q w w 010 w 0_ 0_ 4 10 250 SCALE IN FEET 0 250 500 L - COMMERCIAL (LIMITED) COMMERCIAL (LIMITED) \\ A L \ 1 COMMERCIAL (LIMITED) / )_ - ®/ ( PROP. BUILDING ENVELOPE — (120'X50') I� —_ TIME OF FINAL PLAT) (TO BE DEFINED AT 1 SECTION LINE PUBLIC LAND (RESOURCE/ RECREATIONAL) • • • MN SO IMO NM UM MR IMO NM MI SIM C a RESIDENTIAL SUBURBAN (VACANT) ec • a C7 — 4.3401 Z --0 -- = j PROP. BUILDING ENVELOPE (250)(160') — — — (TO BE DEFINED AT TIME OF FINAL PLAT) • • • RESIDENTIA SUBURBAN (VACANT) RURAL (SINGLE FAMILY HOME) 1 HERON PROTECTION ZONE BOOK 1171 PAGE 929 & RECEPTION NO. 760574 • /)- PROP. BUILDING ENVELOPE (70'X40') (TO BE DEFINED AT TIME OF FINAL PLAT) z • .. / • •: PLANNED UNIT • • ;'' j _ . _ I DEVELOPMENT r' y� = (CONSERVATION) / • RURAL` SINGLE FAOMEJ - LEGEND RESIDENTIAL USE OTHER COMMUNITY SPACE USE 1 UTILITY USE OPEN SPACE USE 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 . . 0 4 EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. EXIST. 0 • • ;� PLANN "r UNIT DEVELOPMENTS SPACE INGLEAWEIS DE'NTIAL & 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 FOR CONVENIENCE AND EASE OF PRESENTATION, RIGHT-OF-WAY IS SHADED AS OTHER COMMUNITY SPACE USE, BUT SHALL BE REGULATED AS RIGHT-OF-WAY. _J/ • • • .. • • •• • ' PROP. BUILDIIaG • (70'X40') • •2-1 - - (TO BE DEFINMAT ','• TIME OF FINAL -PLAT �• / / //// // • 100 -YR FLOODPLAIN TYP. • i/ /• // • // // // // /i /i /i // // PLANNED UNIT // DEVELOPMENT (OPEN SPACE & SINGLE FAMILY RESIDENTIAL) T. 7S,R 88W. 7:,R.89W. / i NOTE: TOWNSHIP LINE Qg Qg 1. FOR DETAILED PUD PLANS, SEE SHEETS PUD03.01-PUD03.04. OWNER/DEVELOPER: 1V r JE, COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: Logistics Planning 1 esign 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 SURVEYOR: TUTTLE SURVEYING SERVICES 727 Bloke Avenue Glenwood Springs, Colorado 81601 (970) 928-9708 (Fox 947-9007) LANDSCAPE ARCHITECT: ZEHREN AND ASSOCIATES, INC. ARCHITECTURE • PLANNING • INTERIORS TEL (970)949-0257 FAX (970)949-1080 KEY MAP: 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO I SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET SUB -ZONE DISTRICTS OVERALL ZONING PLAN SHEET NUMBER: 2 5 6 7 8 9 0 0 0 Z < w CN w z w J 0 L -LJ Q N 0 0 \>- Z 07 Z (n M Q E w LI] wm 0 D Li j I- 11-1 J J 10 250 0 250 500 SCALE IN FEET `♦—♦ W \/FP gel* \ 1 1 •• • • / L1 c) / X SECTION LINE -(1 / / EXIST. BOX CULVERT _- EXIS1. RFTA ROW • • _•EXI6101"."0' _ — — EASEMENT I EXIST. • GRAY .DRIVE i / / EXIST. GRAVEL DRIVE EXIST. BIKE TRAIL 40.•r I r PROP. TRAIL —� 1 ♦ i SOPRIS ♦ — VIEW DRIV\\ A /c PROP. TRAIL 1 E 5,1 EASEMENT -- G 56' - ROW 5,1 EASEMENT 5' SIDEWALK 5' 8' 10' 10' 8' 5' 5' SIDEWALK 1.5' DRY UTILITY �'� BURY DEPTH TO TRENCH TYP. L_ J BE DETERMINED BY GAS COMPANY TYP. ALTERNATE LOCATION GAS WHEN ROAD CAN NOT ACCOMMODATE GAS 1.5' wa GAS L 0 SANITARY O STORM SEWER I SEWER 5' MIN. 10' MIN. 10' MIN. 5,1 EASEMENT O POTABLE WATER TYPICAL SECTON A—A 24' - ROW 5,1 EASEMENT 12' 12' L•J L N a Q I- 1 Z_ S OSEWERANITARY POTABLE pwATER 5.00' MIN. 10' MIN. TYPICAL SECTON B—B 0 RAW WATER -/� 68' - ROW / ./ • _0, F ORS ROPR\ SER 6' ROADSIDE DITCH 4' PAVED SHOULDER 12' 12' RAISED MEDIAN 12' 4' PAVED SHOULDER 12' 6' ROADSIDE DITCH 5,1 EASEMENT r Th TYPICAL SECTON C—C 53' - ROW 5,1 EASEMENT 5' SIDEWALK 5' 12' 6' RAISED MEDIAN 12' 1.5' 1.5' 5' 5' SIDEWALK RAW 0 WATER N w a � Z STORM 0 0 POTABLE SEWER I 10' MIN. I WATER TYPICAL SECTON D—D L•J DRY UTILITY TRENCH TYP. NOTE: ATYPICAL 5' EASEMENT WHERE TRACTS AND LOTS ABUT RIGHT-OF-WAY • • • • • 8' EASEMENT TRAIL TYPICAL SECTON E—E (FOOT TRAIL) NOTE: TOWNSHIP LINE LEGEND PROP. ROAD PROP. TRAIL PROP. LOT LINE PROP. FUTURE CONNECTION PROP. FUTURE ACCESS 1. FOR DETAILED STREETS, TRAILS, WALKWAYS AND BIKEWAY PLANS, SEE SHEETS C01.01—001.04. 2. FOR DETAILED STREET AND TRAIL TYPICAL SECTIONS, SEE SHEET C04.01. VARIES - EXIST. CDOT ROW 12' 6' 6' TYPICAL SECTON F—F (RFTA TRAIL) 4' PAVED 12' SHOULDER PROP. LANE 12' EXIST. LANE 12' EXIST. LANE VARIES 12' PROP. MEDIAN PROP. LANE VARIES EXIST. LANE VARIES EXIST. LANE 4% 4 2% TYPICAL SECTON G—G (SH82 WIDENING. LOOKING NORTH BOUND) Jr OWNER/DEVELOPER: witr COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: c 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET OVERALL STREETS, TRAILS, WALKWAYS AND BIKEWAY PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9 11 co c co O O O L7 Z Z < w CN w Z w J O w Q (NI 0 O \>- Z Z p f Cr) M d- Q E w LI] W m 0 Li jD Z � I— I— w O O _J J J Li 0 0 9 10 250 0 250 500 SCALE IN FEET • • OL -J 609 \ - 2\1. — o \1 „..\\\1\.: \\\i/o^\ \ •41 11\\ / N���// IJ\��\ / O / 1 ^h EXIST. BOX .2-5/ CULVERT SECTION LINE eN —7 -� / � J — / / i .6pg06080 6140 / — / ■ 71/ — — .y EXIST. GRAVEL DRIVE s 6 - - 6040 �_ i X0£09 ••�__— T — • _n 11 �I1 nll II II I1, 11 6i G/ �'✓Vie. 1;1:4)4Vo/�\, i/ O'i /:'0�/r-60\� .71 X/�'�/ �y99C • ♦/ / i/ //// / 9B� fJy t/, Do sl. • i'/ '° �/v /i FT XIST 50 _ — IST R _ •' _---- / / / // / ROW • �_ - -/ — " EASEMENTiC7� y /% / / /// / —�/ / ' / /// // 7 // I /tir /i r � ` 2� T i ice= s - / O60 =� __` — � s � �� _ — f' — —� 6030'. --r 1 — — — _- / / EXIST. BIKE / TRAIL / '(�\ `1' �� /=6oj//�� /_ // 72,6-050.�EXIST. _ GRAVEL DRIVE \`/ yr,) 7 , 1 -/ /.rte � � i — / �/ 7 \< 1 / - / / / /- j/ 1 .11,III I� PROP. RAW WATER / IRRIGATION PRE-TREATMENT POND •` / /% ♦•'� / / '♦•� / _-_—,i- ----/�� • -/% --_-_-><--- -,- —7 • • / 1 FILIN -7----.-: / / ---,-; 1 PROP. CURB \i / • • �^ " ;I' AND GUTTER -- // �/ • / (TYP.) /-rr /- / ,K\ \\ • • ` ,-\\\ \\\\\\\��� �\ \\ -� PR . STORM S OUTLET CHANNEL / - __— / /// - // -/ / // / /29 /o /i A„°o9Cc / 1 -- --k. ' a' iiri( PROP. STORMWATER CONVEYANCE CHANNE1 • QUALITY POND cr- LEGEND PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE PROPOSED EROSION CONTROL .11 PIPE OUTLET PAVING (PER CDOT M&S M-601-12 STANDARD DRAWING) • • • 7 9'o— QUALITY POND • • 0/ r77 rsr 2 • • • • • • / • NOTES: \\— TOWNSHIP LINE 1. FOR DETAILED EROSION AND SEDIMENT CONTROL PLANS FINAL CONDITIONS, SEE SHEETS ES04.01-ES04.04. 2. FOR SECTION DETAILS AND ADDITIONAL INFORMATION, SEE SHEET OWNER/DEVELOPER: ivtir 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 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET EROSION AND SEDIMENT CONTROL PLAN FINAL CONDITIONS SHEET NUMBER: 2 3 4 5 6 7 8 9 O O O z < w N) w z w _I O LLJ Q N \>- Z Z O f C) M Q E w LI] W m 0 j Z � I- I - w O O Li 0 0 9 10 250 \\ \ \\ / / dl \\ r., e- d 1 \\1 ``. 1 \\` i \\ (SII } (f ii 0 250 500 \\s/ )11 \� I — 1111\\1- /� /q1\0 \\— -':7.:-- ->:\--- 3 >---/' \-'- \'. 7-',- -- %!'/`!o: 1 --- ,J 10\Illr5\\\\\,/-/7/i/o-`o1\\\ems//,' Vi//i.:N—_1 tt». —'- \ \ \\ _2_„_/. j //, / i )\ ` - 66\i -6090 - : _ _ _ - - - --` __�� -------"----=—,.,-•,_-- - -_7--_e-__- --,-_.--._-.-- -_-_------,,.._-7----__-__-_-_si-_- s,-.„--./.._‘—_,//__. - - _ s - - =605 -r� O- SCALE IN FEET _,.fi.1-1____;71,1 �- . -F-,_..-4,6060.-id= 1=�� _-� - /�/- 6 ( � � 6j0� / -� _ - i �� ��(// i/ J .� / EXIST" BIKE ~ G ��// /� J� �� 7 TRAIL / // \ -, -x - ��„ GRAVEL DRIVE -' / / �% 6b�;) . / / \\_605°' ---..------ ,-,) / � v- L/ , /�/1—/ /.r1-- //;, _ \ - N / /' , ,.--��-,,/ //// ,„=-- _ \\\ // �� y - I. / / / / - EXIST. BOX . - CULVERT SECTION LINE s 6 ( A - \ -• - / /-- - -6/ -609° 0 // /i� / - — /6010 EXIST. GRAVEL DRIVE — • - G i ins -060 �� 60.: ��r' // ♦- .1%' „7„7"-- „„ �� / /„/ / /� a . - / // / // -1 - - EXISRTFTFA• -;---i' /c`' 7 / __ -- - ROW • • . � / /// / . 0 — —i --EXIST. 50 _ — %__ /, ///( - - - EASEMENT f,.. �'C- / /, //// / / • • , J / oy ♦ jx`l/.Tv o x •//% / /59°` / -_- =—.°-- 11111rirat"'' IIS , / \ .7%•, IIIc PROP. RAW WATER IRRIGATION PRE-TREATMENT POND CVICT FILIN PROP. CURB AND GUTTER (TYP.) RpW 1 1 PROP. WATER QUALITY POND PROP. TRAIL L J PROP. STORMWATER CONVEYANCE CHANN r / / / / / / / / / / / / / / / / / / // 7/ / / / /o�- -/ / ,,. - _— , l�.-----94_,°- , / /. ...--/// i_-- ,/ / /% /' / // / L/// 1 � / /7/: ' /// / / LEGEND }--rr PROP. CULVERT & OUTLET PROP. CURB INLET/CATCH BASIN PROP. CHANNEL/DITCH EXIST. BUILDING EXIST. FLOODPLAIN LIMITS EXIST. EASEMENT LINE EXIST. PROPERTY LINE (PROJECT LIMITS) EXIST. PROPERTY LINE EXIST. TOWNSHIP LINE EXIST. SECTION LINE 1 '- ^590 '��% � / / F!- \ -` � / PROP. WATER ' QUALITY POND \5040 .l ' ! r pi PROP. WATER QUALITY POND 1 //// d -1111- Z t 0 // j / t / / //-17 / v C r✓1 ev s /7 // .7 // ' - /i i� ' oo / 7 / ,#/)c,/ / - ✓/ - 1 0 1 / /�, 7 • / / // //,/// // 1 /7 / / / -� /moo /// //O /f /�///// ////ii// • °1° ///// /, ‚'/1/1/-- // /, // /////// // <a /_ °°/I ,%/• la /,�/ �/ // err / -7-' //i / / / PROP"-/TfAI; 7 / s/ %/ / / ' / / / / / \.\\ / / - 056C' 1 / ' •\/ / f / / / \ ./ / / / • • NOTE: \\— TOWNSHIP LINE /77 /77 / J 1. FOR DETAILED BRIDGES, CULVERTS AND PLANS, SEE SHEETS DR01.01—DR01.04. 2. FOR SECTION DETAILS AND ADDITIONAL DRAINAGE STRUCTURES INFORMATION, SEE SHEET OWNER/DEVELOPER: COLORADO Carbondale Investments, LLC 7999 HWY 82 Carbondale, CO 81623 Phone No: 970.456.5325 CIVIL ENGINEER/PLANNER: 11 co c et 8140 Partners, LLC PO Box 0426 Eagle, CO 81631-0426 Phone No: 866.934.8140 KEY MAP: PRELIMINARY NOT FOR CONSTRUCTION 3/30/11 REZONING (PUD) AND SUBDIVISION (PRELIMINARY PLAN) SUBMITTAL ISSUE DATE DESCRIPTION PROJECT NUMBER: 10-001 PROJECT MANAGER: S. OTERO DRAWN BY: C. SNYDER CHECKED BY: S. OTERO SHEET TITLE: SUPPLEMENTAL SUMMARY SHEET OVERALL DRAINAGE STRUCTURES PLAN SHEET NUMBER: 2 3 4 5 6 7 8 9