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HomeMy WebLinkAbout1.15 Exhibit M - Civil Engineer Plans© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C101 COVER Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-SITE PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y PROPOSEDEXISTING TELEPHONE LINE ELECTRIC LINE TOP OF CURB WATER SERVICE LINE WATER FIRE LINE SUBJECT BOUNDARY EASEMENT LINE RIGHT-OF-WAY (R.O.W.) BUILDING SETBACK ASPHALT SANITARY SEWER MANHOLE TELECOMM MANHOLE ADA PARKING SYMBOL ELECTRICAL BOX GAS METER TELEPHONE PEDESTAL/BOX MINOR CONTOUR SPOT ELEVATION TRUNCATION SIDEWALK / CONCRETE WATER LINE GAS LINE FLOWLINE PAN STORM SEWER LINE SANITARY SEWER LINE LOT LINE OVERHEAD ELECTRIC LINE POWER POLE FIRE HYDRANT WATER VALVE STORM SEWER INLET STORM SEWER MANHOLE LIGHT POLE FLARED END SECTION FENCE MAJOR CONTOUR SANITARY SERVICE LINE PROPERTY CORNER SS SS SS SS SAN SRV SAN SRV WTR SRV WTR SRV ADA ACCESS ROUTE LEGEND PATIO AREA BUILDING OUTLINE ST STSTST D D TT S G T G E X 5281 5281 52815281 0.00 = 5000.00 w w w w G G G G T T T T E E E E OE OE OE OE VICINITY MAP 1" = 500' SITE LOCATION SITE INFO: LEGAL DESCRIPTION PARCELS: 218506200076, 218506200064, 218506200073, & 218506200077 LEGAL DESCRIPTION: SECTION: 6 TOWNSHIP: 6 RANGE: 89 A TR. IN LOTS 5 & 6. AKA PARCEL 1, 2, 4, & 5 AMICHAUX EXEMPTION SITE AREA 24.89 ACRES LAND USE PROPOSED RESIDENTIAL LOTS: 96 LOTS, 5.22 ACRES EXISTING RESIDENTIAL LOTS: 3 LOTS, 1.45 ACRES OPEN SPACE (HELD IN COMMON): 15.72 ACRES PROPOSED UTILITY & ACCESS EASEMENT: 1.91 ACRES EXISTING UTILITY & ACCESS EASEMENT: 0.34 ACRES STORMWATER EASEMENT: 0.25 ACRES MONUMENTS: SEE VICINITY MAP ZONING: RESIDENTIAL 1 ZONE DISTRICT (R1): 24.89 ACRES COLORAD O R I V E R I-70 MITC H E L L CRE E K R D M I T C H E L L C R E E K HWY 6 NORTHWEST CORNER SEC. 6 TWP. 6 SO. RANGE 92 WEST, FOUND BLM ALUM. CAP AND STANDARD MONUMENT SET IN 1994 E TITLE ______, PLAT IS Y OF THE K AND NO RFIELD AND IS Sheet List Table Sheet Number Sheet Title C101 COVER C201 SITE PLAN C202 GRADING PLAN C203 FLOWPATH PLAN C301 OVERALL UTILITY PLAN C302 OVERALL WATER PLAN C303 SANITARY SEWER PLAN C304 STORM SEWER PLAN C305 HYDRANT COVERAGE PLAN C306 FIRE ACCESS PLAN 1 C307 FIRE ACCESS PLAN 2 C308 FIRE ACCESS PLAN 3 C309 FIRE ACCESS PLAN 4 US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) R 1 5 . 5 ' R20.5' R15.5' R20.5' R20.5' R20.5' R88.5' R16' R21' R21' R15.5' R1 5 . 5 ' R39' R39' R20' 20' 24 ' ( T Y P . ) 24' (TYP.) 20' 20' 24 ' ( T Y P . ) 24 ' ( T Y P . ) 20' 24' ( T Y P . ) 24 ' ( T Y P . ) 24' (TYP.) 24' ( T Y P . ) POND RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL 60 ' 60 ' 331' 139' 60 ' 60 ' 274' 79 ' 1+ 0 0 2+0 0 3+0 0 4+ 0 0 5+ 0 0 6+0 0 7+ 0 0 8 + 0 0 9 + 0 0 10 + 0 0 10 + 9 8 . 0 2 12 + 0 0 13 + 0 0 14 + 0 0 15+00 16+00 17+00 18+00 19+00 20 + 0 0 21 + 0 0 22+00 23+00 24+00 25+00 25+7 6 . 9 3 31+11.41 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 36+89.95 ROADWAY 1 . 1 R O A D W A Y 1 . 0 ROADWAY 1 . 1 ROADWAY 1 . 2 ROADWAY 1 . 3 R20' R20' R20' R50' R50' R100' R21' 1 2 4 5 6 7 8 LOT LOT LOT LOT LOT LOT LOT LOT 5152 SF 3600 SF 5200 SF 5200 SF 5200 SF 5200 SF 5200 SF 18 LOT 3150 SF 15 LOT 19 LOT 33 LOT 3 14 LOT13 LOT12 LOT11 LOT10 LOT 2520 SF 9 LOT 2472 SF 25 LOT 2525 SF 24 LOT 2160 SF 23 LOT 22 LOT 21 LOT 20 LOT 17 LOT 3150 SF 16 LOT 3420 SF 2520 SF 2520 SF 2520 SF 2520 SF 2495 SF 2160 SF 2160 SF 2160 SF 2160 SF 2160 SF24 ' ( T Y P . ) 39 LOT 5230 SF 32 LOT 2520 SF 31 LOT 2520 SF 30 LOT 2520 SF 29 LOT 2520 SF 28 LOT 2520 SF 27 LOT 2520 SF 26 LOT 2472 SF 34 LOT 40 LOT41 LOT42 LOT43 LOT44 LOT45 LOT 1560 SF 1560 SF 1560 SF 1560 SF 1560 SF 1560 SF 1560 SF 1560 SF 55 LOT 2280 SF 54 LOT 2280 SF 53 LOT 2280 SF 52 LOT 2280 SF 51 LOT 2280 SF 50 LOT 2280 SF 49 LOT 2280 SF 48 LOT 2280 SF 47 LOT 2280 SF 46 LOT 2280 SF 56 LOT 1560 SF 57 LOT 1560 SF 59 LOT 1560 SF 60 LOT 1560 SF 61 LOT 1560 SF 63 LOT 1560 SF 64 LOT 1560 SF 74 LOT 1560 SF 75 LOT 1560 SF 76 LOT 1560 SF 96 LOT 2280 SF 95 LOT 2202 SF 88 LOT 1868 SF 85 LOT 1840 SF 84 LOT 1840 SF 83 LOT 1845 SF 82 LOT 1856 SF 81 LOT 1864 SF 79 LOT 1896 SF 78 LOT 3859 SF 77 LOT 3970 SF 77 . 5 ' 52' (TYP.) 70 . 8 ' 26' (TYP.) 26' (TYP.) 60 ' ( T Y P . ) 45' (TYP.) 70 ' ( T Y P . ) 10 0 ' ( T Y P . ) 52' (TYP.) 94 . 3 3 ' 42.35' 20 ' ( T Y P . ) 9' (TYP.) PARKING STALLS SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK SIDEWALK 5200 SF 60 ' ( T Y P . ) 42' (TYP.) 60 ' ( T Y P . ) 36' (TYP.) 42' (TYP.) 60 ' ( T Y P . ) 39 LOT 1560 SF 38 LOT 1560 SF 37 LOT 1560 SF 36 LOT 1560 SF 35 LOT 1560 SF RETAINING WALL PARKING STALLS 38' (TYP.) 60 ' ( T Y P . ) 58 LOT 1560 SF 62 LOT 1560 SF 65 LOT 1560 SF 66 LOT 1560 SF 67 LOT 1560 SF 68 LOT 1560 SF 69 LOT 1560 SF 70 LOT 1560 SF 71 LOT 1560 SF 72 LOT 1560 SF 73 LOT 1560 SF 24 ' ( T Y P . ) 80 LOT 1878 SF 83 LOT 1840 SF 86 LOT 1844 SF 87 LOT 1856 SF 89 LOT 1875 SF 90 LOT 1902 SF 91 LOT 1924 SF 92 LOT 1949 SF 93 LOT 2007 SF 94 LOT 2102 SF 22 . 5 6 ' 26.08' 7 3 5 6 WALKING PATH SNOW STORAGE (115 SF) SIDEWALK E X . 2 0 ' A C C E S S & U T I L I T Y E A S E M E N T 2% 21' ASPHALT & CURB 3' SIDEWALK 24' ROADWAY, ACCESS AND UTILITY EASEMENT (TYP.) 1' DRIVEOVER-STYLE CURB 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C201 SITE PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-SITE PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y SITE PLAN 1" = 50' PROPOSEDEXISTING TOP OF CURB SUBJECT BOUNDARY EASEMENT LINE RIGHT-OF-WAY (R.O.W.) BUILDING SETBACK ASPHALT ADA PARKING SYMBOL SIDEWALK / CONCRETE FLOWLINE PAN LOT LINE FENCE PROPERTY CORNER X LEGEND PATIO AREA BUILDING OUTLINE TYP. ROAD SECTION NTS > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 5734.30 667 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) > > > > > > > 5790 5780 5770 5760 575 0 574 0 573 0 572 0 571 0 5700 5700 5 7 1 0 5 7 2 0 5 7 3 0 5740 5 7 5 0 578 0 5 7 8 6 58 1 0 58 0 0 57 9 4 5 8 0 0 15.67 FG 13 . 8 % 17 . 1 % 20 . 4 % 23 . 7 % 27 . 0 % 30 . 3 % 30 . 9 % 9. 5 %10 . 0 % 10 . 8 % 11 . 5 % 12 . 3 % 13 . 1 % 13 . 9 % 26 . 4 % 28 . 0 % 27 . 6 % 27 . 8 % 26 . 1 % 22 . 6 % 19 . 3 % 14 . 3 % 18 . 2 % 17 . 1 % 19 . 5 % 19 . 5 % 19 . 5 % 19 . 5 % 21 . 1 % 24 . 7 % 28 . 0 % 28 . 5 % 24 . 0 % 12 . 9 % 12 . 9 % 12 . 9 % 12 . 9 % 13 . 1 % 17 . 0 % 21 . 0 % 25 . 0 % 28 . 8 % 30 . 9 % 33 . 0 % 33 . 3 % 50 . 4 % 41 . 1 % 36 . 3 % 31 . 7 % 29 . 6 % 28 . 8 % 28 . 8 % 28 . 8 % 25 . 8 % 28 . 8 % 28 . 8 % 28 . 8 % 25 . 1 % 21 . 2 % 17 . 2 % 13 . 2 % 13 . 7 % 12 . 4 % 11 . 2 % 10 . 0 % 10 . 0 % 12 . 8 % 15 . 6 % 18 . 1 % 18 . 1 % 17 . 9 % 16 . 9 % 15 . 8 % 14 . 7 % 14 . 5 % 14 . 5 % 12 . 7 % 12 . 2 % 84.28 FG 77.28 FG 77.09 FG 95.00 FG 89.04 FG 16.39 FG 4.00 FG 84.09 FG 6.00 FG 16.18 FG 95.00 FG 88.85 FG 19.32 FG12.68 FG 11.58 FG 6.06 FG 7.49 FG 3.39 FG 99.30 FG 95.21 FG 90.38 FG 89.90 FG 92.95 FG 97.36 FG 10.96 FG 15.77 FG 14.99 FG 11.68 FG 7.80 FG 15.51 FG 22.13 FG 27.09 FG 29.80 FG 25.78 FG 15.81 FG 10.61 FG 5.41 FG 0.21 FG 95.01 FG 91.06 FG 93.15 FG 98.32 FG 91.26 FG 87.61 FG 83.36 FG 81.91 FG 84.92 FG 86.45 FG 86.70 FG87.97 FG 88.48 FG 89.50 FG 90.27 FG 91.03 FG 92.05 FG 92.56 FG 93.84 FG 94.10 FG97.10 FG 98.10 FG0.38 FG 79.46 FG 80.47 FG 81.53 FG 82.60 FG 83.67 FG 84.74 FG 85.81 FG 86.70 FG 85.32 FG 84.06 FG 82.80 FG 81.54 FG 80.20 FG 78.80 FG 76.73 FG 68.12 FG67.03 FG 65.95 FG 64.86 FG66.19 FG 67.59 FG69.46 FG 68.97 FG 68.43 FG 68.25 FG 67.58 FG 66.90 FG66.23 FG 65.56 FG 64.88 FG 65.62 FG 66.49 FG67.36 FG 68.23 FG 69.91 FG73.81 FG 75.12 FG 58.63 FG 53.02 FG 50.91 FG 51.19 FG 51.86 FG 52.53 FG 53.21 FG 53.88 FG 54.55 FG 55.23 FG 55.90 FG 56.57 FG 57.25 FG 57.92 FG 57.03 FG 57.24 FG 57.37 FG 56.83 FG 55.85 FG 54.86 FG 53.88 FG 52.89 FG 51.91 FG 50.93 FG 49.94 FG 42.23 FG 43.21 FG 42.90 FG 43.57 FG 44.20 FG 44.25 FG 44.92 FG 45.18 FG 45.59 FG 45.89 FG 45.73 FG 44.37 FG 44.69 FG 43.65 FG 42.85 FG 42.61 FG 41.57 FG 41.33 FG 40.53 FG 39.81 FG 39.49 FG 38.29 FG 38.45 FG 37.41 FG 36.77 FG 36.37 FG 36.26 FG 36.20 FG 37.39 FG 37.99 FG 37.26 FG 40.69 FG 10.42 FG 12.27 FG 14.61 FG 15.95 FG 16.99 FG 18.03 FG 19.07 FG 20.11 FG 21.15 FG 22.19 FG 23.23 FG 24.27 FG 25.31 FG 26.35 FG 27.39 FG 28.43 FG 29.47 FG 30.51 FG 31.55 FG 32.59 FG 33.63 FG 34.51 FG 36.30 FG 20.39 FG 33.68 FG 18.44 FG 31.60 FG 30.56 FG 20.17 FG 18.66 FG 29.52 FG 17.86 FG 28.48 FG 16.82 FG 27.44 FG ??? FG 26.40 FG 12.47 FG 25.36 FG 10.06 FG 24.32 FG 10.06 FG 23.28 FG 9.88 FG 22.24 FG 9.44 FG 21.20 FG 9.23 FG 20.16 FG 8.35 FG 19.12 FG 7.70 FG 18.08 FG 7.03 FG 17.04 FG 6.38 FG 16.00 FG 5.15 FG 14.96 FG 2.79 FG 12.88 FG 0.29 FG 10.54 FG 97.80 FG 8.02 FG 96.98 FG PROPOSED DRAINAGE SWALE EXISTING FLOW PATH EXISTING ROADSIDE DITCH EXISTING ROADSIDE DITCH EXISTING ROADSIDE DITCH EXISTING CULVERT EXISTING CULVERT EXISTING CULVERT EXISTING FLOW PATH 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C202 GRADING PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-C-GRADING.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y GRADING PLAN 1" =50' > > > > > > > > > > >>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > 5734.30 667 O E O E OE OE OE OE OE OE OE OE OE OE OE OE OE US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) > > > > > > EXISTING FLOW PATH EXISTING ROADSIDE DITCH EXISTING ROADSIDE DITCH EXISTING ROADSIDE DITCH EXISTING CULVERT EXISTING CULVERT EXISTING CULVERT > > > > > > > > NORTHWEST BASIN TO CAPTURE 200-YEAR, 2-HOUR RUNOFF VOLUME FROM WEST INFLOW EXISTING WEST INFLOW FLOWPATH EXISTING WEST INFLOW FLOWPATH CENTRAL BASIN TO CAPTURE 200-YEAR, 2-HOUR RUNOFF VOLUME FROM CENTRAL INFLOW EXISTING EAST INFLOW FLOWPATH EXISTING CENTRAL INFLOW FLOWPATH SOUTHWEST BASIN TO CAPTURE 200-YEAR, 2-HOUR RUNOFF VOLUME FROM WEST INFLOW PROPOSED DRAINAGE SWALE PROPOSED DRAINAGE SWALE EAST BASIN TO CAPTURE 200-YEAR, 2-HOUR RUNOFF VOLUME FROM EAST INFLOW ORIGINAL SCALE: 1" = 60'-0" 60'120'0 30'60' N S W C203 FLOWPATH PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-C-GRADING.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y FLOWPATH PLAN 1" =60' US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) SS SS SS W W W W W S S SS SS SS SS SS SS W W W W WWW W W SS SS W W W W W W W W W W S S S S S S S S S S S S S S S S S T S T W ROADWAY 1 . 1 RO A D W A Y 1 . 0 ROADWAY 1 . 1 ROADWAY 1. 2 ROADWAY 1 . 3 POND RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL POND OUTLET TO EXISTING SWALE 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C301 OVERALL UTILITY PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-C-UTIL.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y UTILITY PLAN 1" = 50' PROPOSEDEXISTING TELEPHONE LINE ELECTRIC LINE TOP OF CURB WATER SERVICE LINE WATER FIRE LINE SUBJECT BOUNDARY EASEMENT LINE RIGHT-OF-WAY (R.O.W.) BUILDING SETBACK ASPHALT SANITARY SEWER MANHOLE TELECOMM MANHOLE ADA PARKING SYMBOL ELECTRICAL BOX GAS METER TELEPHONE PEDESTAL/BOX MINOR CONTOUR SPOT ELEVATION TRUNCATION SIDEWALK / CONCRETE WATER LINE GAS LINE FLOWLINE PAN STORM SEWER LINE SANITARY SEWER LINE LOT LINE OVERHEAD ELECTRIC LINE POWER POLE FIRE HYDRANT WATER VALVE STORM SEWER INLET STORM SEWER MANHOLE LIGHT POLE FLARED END SECTION FENCE MAJOR CONTOUR SANITARY SERVICE LINE PROPERTY CORNER D D TT S G T G E X 5281 5281 52815281 0.00 = 5000.00 w w w w G G G G T T T T E E E E OE OE OE OE SS SS SS SS SAN SRV SAN SRV WTR SRV WTR SRV ADA ACCESS ROUTE LEGEND PATIO AREA BUILDING OUTLINE ST STSTST TIE INTO RESPECTIVE FUTURE MAIN 5' SAN. SEWER MANHOLE (TYP.) 5' SAN. SEWER MANHOLE (TYP.) 5' SAN. SEWER MANHOLE (TYP.) TYPE R - 5' STM. INLET (TYP.) TYPE R - 5' STM. INLET (TYP.) STORM SEWER MAIN 8" SANITARY SEWER MAIN STORM SEWER MAIN 8" SANITARY SEWER MAIN 8" WATER MAIN 8" WATER MAIN FIRE HYDRANT (TYP.) TIE INTO FUTURE WATER MAIN STORM SEWER MH > > > > > > >> > > > > > > > > > > > > > > > > > > US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) > > > > > > > W W W W W W W W W WWW W W W W W W W W W W W W W CONNECT TO FUTURE WATER MAIN CONNECT TO FUTURE WATER MAIN PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-WATER UTILITY PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y C302 OVERALL WATER PLAN WATER LINE SIZES TYPICAL WATER LINE DIA.8" FIRE HYDRANT LATERAL DIA.6" WATER PLAN 1" = 50' US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) SS SS SS S S SS SS SS SS SS SS SS SS S S S S S S S S S S S S S S S S ROADWAY 1 . 1 R O A D W A Y 1 . 0 ROADWAY 1 . 1 ROADWAY 1 . 2 ROADWAY 1 . 3 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C303 SANITARY SEWER PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-C-UTIL.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y SANITARY SEWER PLAN 1" = 50' SANITARY LINE SIZES SAN. SEWER 8" SDR-35 SAN. SERVICE 4" SDR-35 TIE INTO FUTURE SANITARY SEWER MAIN PROPOSEDEXISTING TELEPHONE LINE ELECTRIC LINE TOP OF CURB WATER SERVICE LINE WATER FIRE LINE SUBJECT BOUNDARY EASEMENT LINE RIGHT-OF-WAY (R.O.W.) BUILDING SETBACK ASPHALT SANITARY SEWER MANHOLE TELECOMM MANHOLE ADA PARKING SYMBOL ELECTRICAL BOX GAS METER TELEPHONE PEDESTAL/BOX MINOR CONTOUR SPOT ELEVATION TRUNCATION SIDEWALK / CONCRETE WATER LINE GAS LINE FLOWLINE PAN STORM SEWER LINE SANITARY SEWER LINE LOT LINE OVERHEAD ELECTRIC LINE POWER POLE FIRE HYDRANT WATER VALVE STORM SEWER INLET STORM SEWER MANHOLE LIGHT POLE FLARED END SECTION FENCE MAJOR CONTOUR SANITARY SERVICE LINE PROPERTY CORNER D D TT S G T G E X 5281 5281 52815281 0.00 = 5000.00 w w w w G G G G T T T T E E E E OE OE OE OE SS SS SS SS SAN SRV SAN SRV WTR SRV WTR SRV ADA ACCESS ROUTE LEGEND PATIO AREA BUILDING OUTLINE ST STSTST SAN. SEWER FLOW DIRECTION SANITARY MAIN DEPTH HIGHEST ELEVATION 5813.00' LOWEST ELEVATION 5690.50' > > > > > > >> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) > > > > > > > > S T S T ROADWAY 1 . 1 RO A D W A Y 1 . 0 ROADWAY 1 . 1 ROADWAY 1. 2 ROADWAY 1 . 3 POND RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL RETAINING WALL POND OUTLET TO EXISTING SWALE PROPOSED DRAINAGE SWALE 5720 5730 5740 5750 5760 5770 5780 5790 5800 5810 5820 5830 5840 5730 57 4 0 57 5 0 57 6 0 57 7 0 57 8 0 57 9 0 58 0 0 58 1 0 582 0 5 8 3 0 EXISTING FLOW PATH EXISTING FLOW PATH EXISTING ROADSIDE DITCH 5715 5720 5725 5730 5735 5740 5745 5750 5755 5760 576 5 5770 577 5 578 0 5 7 8 5 5790 5 7 9 5 5 8 0 0 5 8 0 5 5 8 1 0 5815 5820 5825 5830 5835 5840 5845 585058555860 5 7 3 0 57 3 0 57 3 5 5740 5745 5750 5755 57 6 0 5 7 6 0 5760 5765 5770 5775 5 7 7 5 577 5 5780 5 7 8 0 57 8 0 57 8 5 5 7 8 5 578 5 5 7 9 0 57 9 0 5790 5 7 9 5 5800 5805 58 1 0 58 1 5 5820 5825 5830 5835 5840 5845 5 8 4 5 5845 5850 5 8 5 0 5850 5855 5860 5865 5870 5875 5880 5885 5890 5895 5900 5905 5910 5915 5920 W W Area to be developed under 80% site imperviousness assumption 60 ' 38' 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W C304 STORM SEWER PLAN Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-C-UTIL.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y STORM SEWER PLAN 1" = 50' LOT IMPERVIOUSNESS EXHIBIT 1" = 10' 10'10' ORIGINAL SCALE: 1" = 10'-0" 0 5'20' PROPOSEDEXISTING TOP OF CURB SUBJECT BOUNDARY EASEMENT LINE RIGHT-OF-WAY (R.O.W.) BUILDING SETBACK ASPHALT SIDEWALK / CONCRETE FLOWLINE PAN STORM SEWER LINE LOT LINE LEGEND ST STSTST STORM SEWER INLET (TYPE R-5') OUTLET INTO PROPOSED POND MINOR CONTOUR SPOT ELEVATION TRUNCATION MAJOR CONTOUR52815281 52815281 0.00 = 5000.00 ADA ACCESS ROUTE BUILDING OUTLINE PROPOSED STORM INLETS (TYPE R - 5') PROPOSED STORM INLETS (TYPE R - 5') PROPOSED STORM INLETS (TYPE R - 5') EXISTING STORM INFRASTRUCTURE EXISTING STORM INFRASTRUCTURE EXISTING STORM INFRASTRUCTURE EXISTING DRAINAGE SWALE FLOW LINE PROPOSED STORM MH > > > > > > > >>> > > > > > > > > > > > > > > > > > > > > > US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) > > > > > > > > W W W W W W W W W WWW W W W W W W W W W W W W W 250' RADIUS FOR FIRE HYDRANT COVERAGE (TYP.) 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-WATER UTILITY PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y HYDRANT COVERAGE NOTES: 1.CIRCLES SHOWN ON PLAN ARE 500' DIAMETER, CENTERED ON HYDRANT LOCATIONS. 2.ALL SHADED AREAS ARE WITHIN 250' OF A HYDRANT. LEGEND WITHIN 250' OF PROPOSED HYDRANT C305 HYDRANT COVERAGE PLAN US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) PROPOSED HYDRANT 331' 139' 24 ' ( T Y P . ) 60 ' 60 ' 60 ' 60 ' 274' 41' 24 ' ( T Y P . ) 58' 64' 78 . 8 2 ' 5 5 . 2 ' 20' 20' 24 ' ( T Y P . ) 24 ' ( T Y P . ) 24 ' ( T Y P . ) PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT R20 . 5 ' R 1 5 . 5 ' R16' R 1 5 . 5 ' R21 ' R2 1 ' R2 0 . 5 ' R20.5' R 3 9 ' R39' R88 . 5 ' R2 0 ' R2 0 . 5 ' R21 ' R15 . 5 ' R 1 5 . 5 ' Lock to Lock Time MFPD 100' Aerial Platform Pierce Arrow XT Width Track Steering Angle feet : : 8.00 8.00 : 45.0: 6.0 21.5411.89 46.81 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-FIRE ACCESS PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y C306 FIRE ACCESS PLAN 1 US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) PROPOSED HYDRANT 331' 139' 24 ' ( T Y P . ) 60 ' 60 ' 60 ' 60 ' 274' 41' 24 ' ( T Y P . ) 58' 64' 78 . 8 2 ' 5 5 . 2 ' 20' 20' 24 ' ( T Y P . ) 24 ' ( T Y P . ) 24 ' ( T Y P . ) PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT R20 . 5 ' R 1 5 . 5 ' R16' R 1 5 . 5 ' R21 ' R2 1 ' R2 0 . 5 ' R20.5' R 3 9 ' R39' R88 . 5 ' R2 0 ' R2 0 . 5 ' R21 ' R15 . 5 ' R 1 5 . 5 ' Lock to Lock Time SDFD Pumper Pierce Arrow XT Width Track Steering Angle feet : : 8.00 8.00 : 45.0: 6.0 15.376.62 29.54 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-FIRE ACCESS PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y C307 FIRE ACCESS PLAN 2 US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) Pierce Dash Pumper Pierc e D a s h P u m p e r Pier c e D a s h P u m p e r Pi e r c e D a s h P u m p e r Pie r c e D a s h P u m p e r PROPOSED HYDRANT 331' 139' 24 ' ( T Y P . ) 60 ' 60 ' 60 ' 60 ' 274' 41' 24 ' ( T Y P . ) 58' 64' 78 . 8 2 ' 5 5 . 2 ' 20' 20' 24 ' ( T Y P . ) 24 ' ( T Y P . ) 24 ' ( T Y P . ) PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT R20 . 5 ' R 1 5 . 5 ' R16' R 1 5 . 5 ' R21 ' R2 1 ' R2 0 . 5 ' R20.5' R 3 9 ' R39' R88 . 5 ' R2 0 ' R2 0 . 5 ' R21 ' R15 . 5 ' R 1 5 . 5 ' Lock to Lock Time Pierce Dash Pumper Width Track Steering Angle feet : : 9.69 8.00 : 45.0: 6.0 16.256.83 31.08 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-FIRE ACCESS PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y C308 FIRE ACCESS PLAN 3 US - 6 INTERSTAT E 7 0 ( W B ) INTERSTAT E 7 0 ( E B ) Glenwood Springs Fire Department Glen w o o d S p r i n g s F i r e D e p a r t m e n t Glen w o o d S p r i n g s F i r e D e p a r t m e n t G l e n w o o d S p r i n g s F i r e D e p a r t m e n t Gle n w o o d S p r i n g s F i r e D e p a r t m e n t PROPOSED HYDRANT 331' 139' 24 ' ( T Y P . ) 60 ' 60 ' 60 ' 60 ' 274' 41' 24 ' ( T Y P . ) 58' 64' 78 . 8 2 ' 5 5 . 2 ' 20' 20' 24 ' ( T Y P . ) 24 ' ( T Y P . ) 24 ' ( T Y P . ) PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT PROPOSED HYDRANT R20 . 5 ' R 1 5 . 5 ' R16' R 1 5 . 5 ' R21 ' R2 1 ' R2 0 . 5 ' R20.5' R 3 9 ' R39' R88 . 5 ' R2 0 ' R2 0 . 5 ' R21 ' R15 . 5 ' R 1 5 . 5 ' Glenwood Springs Fire Department 33.17 8.75 19.42 Glenwood Springs Fire Department Overall Length 33.170ft Overall Width 10.000ft Overall Body Height 7.417ft Min Body Ground Clearance 0.667ft Track Width 7.690ft Lock-to-lock time 5.00s Max Wheel Angle 45.00° 50'100' ORIGINAL SCALE: 1" = 50'-0" 050'25' N S W Denver, CO Evergreen, CO 303.670.7242 design@evstudio.com inspections@evstudio.com www.evstudio.com DRAWN BY: CHECKED BY: DATE: REVISION: COPYRIGHT 2026 This document is an instrument of service, and as such remains the property of the Architect. Permission for use of this document is limited and can be extended only by written agreement with EVstudio, LLC. studio Contact: Brian Welch, PE brian.welch@evstudio.com 303.670.7242 x50 UTILITY NOTIFICATION CENTER EVSTUDIO ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. MITCHELL CREEK COMMUNITY SKETCH PLAN SUBMITTAL NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 6 SOUTH RANGE 89 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY OF GARFIELD, STATE OF COLORADO SITE ADDRESS: 50235 US-6, Glenwood Springs, CO 81601 C:\USERS\CRAIG.SWENEY\DC\ACCDOCS\EV STUDIO\AC25034 - AMI'S ACRES REDEVELOPMENT\PROJECT FILES\01-CIVIL\CAD\CONSTRUCTION\AC25034-FIRE ACCESS PLAN.DWG PLOT DATE: 3/17/2026 PLOTTED BY: CRAIG SWENEY DRAWN BY:CTS CHECKED BY:BMW DATE:03/17/2026 AC25034 50 2 3 5 U S - 6 , GL E N W O O D S P R I N G S , C O 8 1 6 0 1 MI T C H E L L C R E E K CO M M U N I T Y C309 FIRE ACCESS PLAN 4