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HomeMy WebLinkAboutFORT COLLINS NISSAN-KIA - FDP220011 - DOCUMENT MARKUPS - ROUND 1 - UTILITY PLANS (3)9 + 5 0 1 0 + 0 0 11 + 0 0 12+00 13+0014+0015+0016+0017+00 18+00 19+0020+0021+00SEE SHEET C5.01MATCHLINE N 8 9 ° 1 4 ' 1 6 " W 1 2 5 . 7 5 ' S45° 29' 18"W 377.91'S11° 45' 26"E 281.58'L=217.30'R=275.00' ∆=45.27°L=274.76'R =275.00'∆=57.25°COLLEGE AVE (HWY 287)B U E N O D R I V E 150' R.O.W. 72' R.O.W. 50' FL-FLVENUS AVENUE VENUS AVENUESIGHT DISTANCE TRIANGLE SIGHT DISTANCE TRIANGLE SIGHT DISTANCE TRIANGLE 9 + 5 0 1 0 + 0 0 11 + 0 0 12+00 13+0014+0015+0016+0017+00 18+0019+0020+009 + 5 0 1 0 + 0 0 11 + 0 0 12+0 0 13+0014+0015+0016+0017+00 18+00 19+0020+0021+0022+00NISSAN DEALERSHIP BUILDING FFE = 5020.00 STA: 9+50.00 N: 1428840.88 E: 3118397.55 BEGIN RIGHT FL ALIGNMENT STA: 9+50.00 N: 1428815.88 E: 3118397.22 BEGIN CL ALIGNMENT STA: 9+50.00 N: 1428790.89 E: 3118396.88 BEGIN LT. FL ALIGNMENTPC: 10+75.75MID: 11+84.40PT: 12+93.05PC: 16+70.95MID : 1 8+ 0 8 . 3 3 PT: 1 9 + 4 5 . 7 1 LOT 2L 1 C1 L2 C2 L3L 6 C7 L7 C8 L8SIGHT DISTANCE TRIANGLE FRONTAGE ROADSIGHT DISTANCE TRIANGLE11+0012+0013+0014+0015+0010+02.15 (VENUS AVE)= 13+28.73 (COLLEGE AVE) N. 1428816.58 E. 3118345.07 VENUS AVENUE CENTERLINE PROFILE (STA: 9+50 - STA: 17+50) 4980 4985 4990 4995 5000 5005 5010 5015 5020 4980 4985 4990 4995 5000 5005 5010 5015 5020 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 -2.50% -2.00%1.75%PVI STA = 10+33.64PVI ELEV = 5001.58PVI STA = 10+55.15PVI ELEV = 5001.15PVI STA = 10+59.15PVI ELEV = 5000.98PVI STA = 10+63.15PVI ELEV = 5001.15127.5' VC HIGH PT EL: 5002.11 HIGH PT STA: 11+44.42 PVI STA: 11+55.67 PVI EL: 5002.77 AD: 4.25 K: 30.00 BVCS: 10+91.92BVCE: 5001.65EVCS: 12+19.42EVCE: 5001.18320.0' VC LOW PT EL: 4996.78 LOW PT STA: 14+45.45 PVI STA: 15+05.45 PVI EL: 4994.03 AD: 8.00 K: 40.00 BCVS: 13+45.45BVCE: 4998.03ECVS: 16+65.45EVCE: 5002.83EG=5000.8FG=EG=5001.8FG=EG=5002.6FG=5001.25EG=5004.8FG=5001.79EG=5003.4FG=5002.11EG=5000.4FG=5001.60EG=4997.9FG=5000.41EG=4998.3FG=4999.16EG=4998.4FG=4997.91EG=4996.5FG=4997.03EG=4993.8FG=4996.78EG=4992.8FG=4997.15EG=4994.4FG=4998.14EG=4998.1FG=4999.76EG=5001.3FG=5002.01EG=5003.9FG=5004.73EG=5007.4FG=5007.48PROPOSED GRADE @ ROAD CENTERLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.01VENUS AVENUE LEFT FLOWLINE PROFILE (STA: 9+50 - STA: 17+50) 4980 4985 4990 4995 5000 5005 5010 5015 5020 4980 4985 4990 4995 5000 5005 5010 5015 5020 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 -0.74%-2.41%1.40% -2.65% 0.50% -2.65% -0.67%PVI STA = 10+33.71PVI ELEV = 5002.57PVI STA = 10+60.13PVI ELEV = 5001.93PVI STA = 10+81.62PVI ELEV = 5002.23PVI STA = 12+73.29PVI ELEV = 4998.71PVI STA = 14+26.00PVI ELEV = 4996.07PVI STA = 14+45.99PVI ELEV = 4996.17PVI STA = 14+06.01PVI ELEV = 4996.17100.0' VC PVI STA: 11+63.17 PVI EL: 5001.63 AD: 1.91 K: 52.32 BVCS: 11+13.17BVCE: 5002.00EVCS: 12+13.17EVCE: 5000.3095.0' VC PVI STA: 13+56.68 PVI EL: 4996.50 AD: 1.98 K: 47.96 BCVS: 13+09.18BVCE: 4997.76ECVS: 14+04.18EVCE: 4996.18215.0' VC PVI STA: 15+55.77 PVI EL: 4996.72 AD: 5.56 K: 38.66 BCVS: 14+48.27BVCE: 4996.18ECVS: 16+63.27EVCE: 5003.23EG=5002.2FG=EG=5002.8FG=EG=5004.0FG=5002.17EG=5007.3FG=5002.09EG=5004.6FG=5001.60EG=5001.7FG=5000.63EG=5000.0FG=4999.33EG=5001.0FG=4998.00EG=5000.2FG=4996.85EG=4997.6FG=4996.21EG=4995.6FG=4996.19EG=4995.1FG=4996.79EG=4997.9FG=4998.03EG=5001.8FG=4999.92EG=5005.0FG=5002.45EG=5006.9FG=5005.46EG=5011.4FG=5008.49PROPOSED GRADE @ LEFT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.01VENUS AVENUE RIGHT FLOWLINE PROFILE (STA: 9+50 - STA: 17+50) 4980 4985 4990 4995 5000 5005 5010 5015 5020 4980 4985 4990 4995 5000 5005 5010 5015 5020 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+50 -2.19% -2.50% 2.00%-2.30%2.44% 0.50% 5.09% -2.50% -0.50%PVI STA = 10+33.53PVI ELEV = 5000.56PVI STA = 10+55.18PVI ELEV = 5000.09PVI STA = 10+60.18PVI ELEV = 4999.96PVI STA = 10+81.70PVI ELEV = 5000.39PVI STA = 13+19.75PVI ELEV = 4998.54PVI STA = 14+65.38PVI ELEV = 4996.09PVI STA = 14+85.37PVI ELEV = 4996.19PVI STA = 16+90.71PVI ELEV = 5002.42PVI STA = 14+45.39PVI ELEV = 4996.19140.0' VC HIGH PT EL: 5001.43 HIGH PT STA: 11+60.05 PVI STA: 11+57.93 PVI EL: 5002.26 AD: 4.74 K: 29.51 BVCS: 10+87.93BVCE: 5000.55EVCS: 12+27.93EVCE: 5000.6575.0' VC PVI STA: 14+05.59 PVI EL: 4996.39 AD: 2.00 K: 37.57 BCVS: 13+68.09BVCE: 4997.33ECVS: 14+43.09EVCE: 4996.21180.0' VC PVI STA: 15+77.43 PVI EL: 4996.65 AD: 4.59 K: 39.23 BCVS: 14+87.43BVCE: 4996.20ECVS: 16+67.43EVCE: 5001.23EG=5000.7FG=EG=5000.7FG=EG=5001.2FG=5000.20EG=5003.0FG=5000.82EG=5001.2FG=5001.41EG=4999.3FG=5001.16EG=4996.3FG=5000.14EG=4995.4FG=4998.99EG=4996.4FG=4997.78EG=4994.5FG=4996.67EG=4992.6FG=4996.17EG=4990.9FG=4996.29EG=4990.9FG=4997.02EG=4994.5FG=4998.38EG=4997.7FG=5000.38EG=5000.6FG=5002.89EG=5003.7FG=5005.43PROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.01FLOWLINE CURVE TABLE CURVE C1 C2 C7 C8 DELTA 45°16'26" 57°14'44" 45°16'26" 57°14'44" RADIUS 300.00' 300.00' 250.00' 250.00' LENGTH 237.05' 299.74' 197.54' 249.78' BEARING S68°07'31"W S16°51'56"W S68°07'31"W S16°51'56"W CHORD 230.93' 287.42' 192.44' 239.52' FLOWLINE LINE TABLE LINE L1 L2 L6 L7 LENGTH 125.75' 377.91' 125.75' 377.91' BEARING S89°14'16.46"E S45°29'17.99"W S89°14'16.46"E S45°29'17.99"W PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 10'6/15/202210:52:42 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.00 75ROAD PLAN & PROFILEVENUS AVENUE40NORTHROW = LEGEND PROPOSED CURB & GUTTER SIDEWALK/TRAIL EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED EASEMENT EXISTING EASEMENT SECTION LINE EXISTING CURB & GUTTER CENTERLINE STORM SEWER RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY ESMT. =EASEMENT CL =CENTERLINE FUTURE CURB & GUTTER 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING CONSTRUCTION. 4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP DESIGN AND CONSTRUCTION INFORMATION. 5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE ADDITIONAL NOTES ON SHEET C0.01. 6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS AND NOTES ON SHEET C0.03 AND C0.04. NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 0 50'100' SCALE: 1" = 50' 25' 1 5 + 0 0 1 6 + 0 0 17 + 0 0 18+00 19+00 20+00 21+00 22+00 23+0024+0025+0025+46 MATCHLINESEE SHEET C5.00S11° 45' 26"E 2 8 1 . 5 8 ' S03° 02' 37"E 90.42' L =8 8 .2 1 'R =5 8 0 .0 0 ' ∆=8 .7 1 °L=140.14' R=9 6 9.5 0 ' ∆=8.28°MILKY WAY DRIVE#5822 EXISTING #5828 EXISTING #5834 EXISTING #200 EXISTING #206 EXISTING #201 EXISTING VENUS AVEN U EVENUS AVENUE SIGHT DISTANCE TRIANGLE R560' 25+08 1 5 + 0 0 1 6 + 0 0 17 + 0 0 18+0019+00 20+00 21+00 22+00 23+0024+0025+00 1 5 + 0 0 1 6 + 0 0 17 + 0 0 18+0 0 19+00 20+00 21+00 22+00 23+00 24+00 25+0025+84 LOT 1 RISING SON MANOR SUBDIVISION STA: 25+46.06 N: 1427628.26 E: 3117799.95 END CL ALIGNMENT STA: 25+07.72 N: 1427626.27 E: 3117820.92 END LT. FL ALIGNMENT STA: 25+84.43 N: 1427630.01 E: 3117779.30 END RT. FL ALIGNMENT PC: 16+70.95MID: 18+08.33PT: 19+45.71PC: 22+27.30MID: 22+71.40PT: 23+15.50PC: 24+05.92MID: 24+75.99L 2 C2 L3 C3 L4C4C5 L5 C6 R=10' (TYP.) R=10' (TYP.) R=10' (TYP.) R=10' (TYP.) L 7 C8 L8 C9L9 C10 SIGHT DISTANCE TRIANGLE STA: 25+00.00 N: 1427714.33 E: 3117782.80 END CONSTRUCTION MATCH EXISTING STA: 21+50.44 N: 1427981.77 E: 3117800.47 END CONSTRUCTION MATCH EXISTING SAWCUT ALONG LANE LINE AND MILL 1' EAST OF SAWCUT STA: 22+98.44 N: 1427875.57 E: 3117796.67 END FULL WIDTH CONSTRUCTION BEGIN WIDENING TO THE WEST VENUS AVENUE CENTERLINE PROFILE (STA: 17+50 - STA: 25+50) 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50 -2.00% -2.49% -1.26%PVI STA = 22+05.29PVI ELEV = 5013.48PVI STA = 22+76.43PVI ELEV = 5012.58PVI STA = 22+82.44PVI ELEV = 5012.43PVI STA = 22+88.44PVI ELEV = 5012.58PVI STA = 22+98.44PVI ELEV = 5012.92220.0' VC HIGH PT EL: 5016.94 HIGH PT STA: 20+02.76 PVI STA: 19+51.42 PVI EL: 5018.55 AD: 7.50 K: 29.33 BVCS: 18+41.42BVCE: 5012.50EVCS: 20+61.42EVCE: 5016.35EG=5007.4FG=5007.48EG=5011.8FG=5010.23EG=5016.2FG=5012.96EG=5018.8FG=5015.14EG=5019.7FG=5016.47EG=5020.2FG=5016.94EG=5018.1FG=5016.56EG=5016.0FG=5015.58EG=5014.0FG=5014.58EG=5013.5FG=5013.58EG=5012.6FG=5012.92EG=5013.0FG=EG=5014.7FG=EG=5017.8FG=EG=5020.8FG=EG=FG=EG=FG=PROPOSED GRADE @ ROAD CENTERLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.003.34% 2.50% VENUS AVENE LEFT FLOWLINE PROFILE (STA: 17+50 - STA: 25+50) 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50 -1.07% -2.11%-2.11% -2.00%-1.91%PVI STA = 20+70.36PVI ELEV = 5014.65PVI STA = 20+82.06PVI ELEV = 5014.43PVI STA = 21+13.67PVI ELEV = 5013.76PVI STA = 21+38.77PVI ELEV = 5013.24PVI STA = 21+50.44PVI ELEV = 5013.11220.0' VC HIGH PT EL: 5016.29 HIGH PT STA: 19+61.37 PVI STA: 19+05.96 PVI EL: 5017.94 AD: 8.06 K: 27.29 BVCS: 17+95.96BVCE: 5011.28EVCS: 20+15.96EVCE: 5015.74EG=5011.4FG=5008.49EG=5016.3FG=5011.52EG=5019.1FG=5014.02EG=5020.3FG=5015.60EG=5020.4FG=5016.26EG=5018.2FG=5016.01EG=5016.7FG=5015.06EG=5014.3FG=5014.05EG=5013.1FG=5013.11EG=5013.0FG=EG=5013.1FG=EG=5013.9FG=EG=5016.6FG=EG=5020.1FG=EG=5023.1FG=EG=5024.8FG=EG=FG=PROPOSED GRADE @ LEFT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.00VENUS AVENUE RIGHT FLOWLINE PROFILE (STA: 17+50 - STA: 25+50) 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 17+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+5024+0024+5025+0025+50 -2.00% 6.12% 6.25% 6.10% 4.45% -2.57%2.50% -1.20%3.04%PVI STA = 18+76.67PVI ELEV = 5011.88PVI STA = 22+58.13PVI ELEV = 5012.69PVI STA = 23+18.80PVI ELEV = 5011.96PVI STA = 23+24.79PVI ELEV = 5011.81PVI STA = 23+30.80PVI ELEV = 5011.96PVI STA = 24+40.29PVI ELEV = 5017.02PVI STA = 24+81.21PVI ELEV = 5019.52PVI STA = 25+18.84PVI ELEV = 5021.82210.0' VC HIGH PT EL: 5016.25 HIGH PT STA: 20+47.43 PVI STA: 20+07.46 PVI EL: 5017.70 AD: 6.45 K: 32.56 BVCS: 19+02.46BVCE: 5013.03EVCS: 21+12.46EVCE: 5015.6050.0' VC BCVS: 23+61.30BVCE: 5012.89ECVS: 24+11.30EVCE: 5015.21EG=5003.7FG=5005.43EG=5007.6FG=5007.98EG=5012.6FG=5010.52EG=5016.6FG=5012.92EG=5018.6FG=5014.80EG=5019.3FG=5015.91EG=5019.5FG=5016.25EG=5018.0FG=5015.83EG=5015.6FG=5014.85EG=5014.3FG=5013.86EG=5013.1FG=5012.86EG=5011.7FG=5012.19EG=5012.9FG=5012.54EG=5014.1FG=5014.55EG=5016.8FG=5017.62EG=5020.7FG=5020.67EG=5023.1FG=PROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUND MATCHLINE - SEE SHEET C5.00FLOWLINE LINE TABLE LINE L3 L4 L5 L8 L9 LENGTH 281.58' 90.42' 5.91' 169.19' 56.71' BEARING S11°45'26.02"E N03°02'36.94"W N18°29'36.58"W S11°45'26.02"E S08°24'19.23"E FLOWLINE CURVE TABLE CURVE C2 C3 C4 C5 C6 C8 C9 DELTA 57°14'44" 8°42'49" 2°05'04" 17°32'04" 19°15'01" 57°14'44" 3°21'07" RADIUS 300.00' 555.00' 944.50' 20.00' 20.00' 250.00' 200.00' LENGTH 299.74' 84.41' 34.36' 6.12' 6.72' 249.78' 11.70' BEARING S16°51'56"W N07°24'01"W N02°00'05"W S09°43'35"E N08°52'06"W S16°51'56"W N10°04'53"W CHORD 287.42' 84.32' 34.36' 6.10' 6.69' 239.52' 11.70'PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT FOR CONSTRUCTIONPROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 10'6/15/202210:52:49 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.01 75ROAD PLAN & PROFILEVENUS AVENUE41 NORTH ROW = LEGEND PROPOSED CURB & GUTTER SIDEWALK/TRAIL EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED EASEMENT EXISTING EASEMENT SECTION LINE EXISTING CURB & GUTTER CENTERLINE STORM SEWER RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY ESMT. =EASEMENT CL =CENTERLINE FUTURE CURB & GUTTER 1. EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2. THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3. PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING CONSTRUCTION. 4. REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP DESIGN AND CONSTRUCTION INFORMATION. 5. ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE ADDITIONAL NOTES ON SHEET C0.01. 6. ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS AND NOTES ON SHEET C0.03 AND C0.04. NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 0 50'100' SCALE: 1" = 50' 25' 9+5010+0011+0012+00 13+0014+0015+0016+0017+0018+0019+0020+00 COLLEGE AVE (HWY 287) NISSAN DEALERSHIP BUILDING FFE = 5020.00 BUENO DRIVECOLLEGE AVE (HWY 287)MATCHLINESEE SHEET C5.03LOT 26 LOT 27 LOT 28 LOT 30LOT 29 LOT 32 LOT 1LOT 2 LOT 31 EUNEVAVENUSFRONTAGE ROAD L10C11 L 1 1 C12 L12 C13 L13L14L15C14 L16 STA: 9+50.00 N: 1429195.81 E: 3118305.91 BEGIN RT. FL ALIGNMENT SIGHT DISTANCE TRIANGLE 150' R.O.W. LIMITS OF SAWCUT STA: 12+63.36 N: 1428882.47 E: 3118302.13 BEGIN CONSTRUCTION MATCH EXISTING 8+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+00 PI: 13+08.63PI: 13+58.63PI: 20+49.73PC: 12+83.49PC: 13+80.71PC: 12+63.36PC: 1 2 +7 7. 3 7 PT: 12+86.68PT: 13+83.89PT: 1 2 + 6 7.8 7PT: 12+81.87COLLEGE AVE CENTERLINE ALIGNMENT COLLEGE AVE RIGHT FL PROFILE (STA: 9+50 - STA: 18+00) 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 4965 4970 4975 4980 4985 4990 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+00 2.34% 4.67% 4.27% 3.44% 4.23% 3.62% 3.44%PVI STA = 12+63.36PVI ELEV = 4998.40PVI STA = 12+83.49PVI ELEV = 4998.87PVI STA = 12+89.42PVI ELEV = 4999.14PVI STA = 13+08.63PVI ELEV = 4999.96PVI STA = 13+33.69PVI ELEV = 5001.02PVI STA = 13+58.63PVI ELEV = 5001.93PVI STA = 13+83.89PVI ELEV = 5002.80700.0' VC PVI STA: 17+96.87 PVI EL: 5017.00 AD: 2.64 K: 264.89 BVCS: 14+46.87BVCE: 5004.96EG=4983.6FG=EG=4986.2FG=EG=4988.8FG=EG=4991.1FG=EG=4993.5FG=EG=4995.6FG=EG=4997.8FG=EG=5002.4FG=4999.60EG=5007.1FG=5001.62EG=5009.0FG=5003.35EG=5011.2FG=5005.07EG=5013.2FG=5006.74EG=5014.8FG=5008.31EG=5016.3FG=5009.79EG=5017.5FG=5011.17EG=5018.8FG=5012.46EG=5019.3FG=5013.66EG=5020.2FG=5014.76MATCHLINE - SEE SHEET C5.03PROPOSED GRADE @ RIGHT FLOWLINE EXISTING GROUND FLOWLINE CURVE TABLE CURVE C11 C12 C13 C14 DELTA 51°38'31" 51°39'05" 7°19'09" 7°16'54" RADIUS 5.00' 5.00' 25.00' 25.00' LENGTH 4.51' 4.51' 3.19' 3.18' BEARING N26°32'28"E S26°32'11"W N04°22'13"E N02°55'47"W CHORD 4.36' 4.36' 3.19' 3.17' FLOWLINE LINE TABLE LINE L10 L11 L12 L13 L14 L15 L16 LENGTH 313.36' 9.50' 1.61' 21.95' 50.00' 22.08' 665.84' BEARING S00°41'28.82"W S52°21'43.33"W S00°42'38.76"W S08°01'47.72"W S00°42'38.76"W S06°34'13.75"E S00°42'38.76"W PREPARED FOR:JOB NUMBER SHEET NUMBER SHEETSOF DATE SUBMITTED:VERTICAL: HORIZONTAL: SCALEFINAL REVIEWPLANSNOT F O R C O NST R U CTI O N PROJ. MGR:DRAWING NAME:PATH:DESIGNER:DATE:TIME:The engineer preparing these plans will not be responsible for, or liable for, unauthorizedchanges to or uses of these plans. All changes to the plans must be in writing and mustbe approved by the preparer of these plans.NO.BYDATECAUTIONREVISIONS:CIVIL ENGINEERING & CONSULTING UNITED CIVIL Design Group 19 OLD TOWN SQUARE #238 FORT COLLINS, CO 80524 (970) 530-4044 www.unitedcivil.com TCC CORPORATIONFORT COLLINS NISSAN-KIA6/15/2022U21004 1" = 50' 1" = 10'6/15/202211:20:33 AME:\UNITED CIVIL DROPBOX\PROJECTS\U21004 - NISSAN DEALERSHIP\CADD\CP\C5.0X - ROAD PLAN & PROFILES.DWGC5.0X - ROAD PLAN & PROFILES####C5.02 75ROAD PLAN & PROFILECOLLEGE AVENUE FLOWLINE42 NORTH ROW = LEGEND PROPOSED CURB & GUTTER SIDEWALK/TRAIL EXISTING PROPERTY BOUNDARY PROPOSED PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED EASEMENT EXISTING EASEMENT SECTION LINE EXISTING CURB & GUTTER CENTERLINE STORM SEWER RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY ESMT. =EASEMENT CL =CENTERLINE FUTURE CURB & GUTTER 1.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATIONS. 2.THE PROPOSED CONSTRUCTION WILL BE IN CLOSE PROXIMITY TO SEVERAL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY PROVIDERS PRIOR TO AN DURING CONSTRUCTION TO MINIMIZE SERVICE INTERRUPTIONS TO SURROUNDING BUILDINGS OR PROPERTIES. 3.PAVEMENT SECTION FOR ALL PAVEMENT WITHIN PUBLIC RIGHT-OF-WAY IN SHALL BE APPROVED BY LARIMER COUNTY AND CDOT WITH A FINAL PAVEMENT DESIGN REPORT DURING CONSTRUCTION. 4.REFER TO DETAIL SHEETS FOR PEDESTRIAN ACCESS RAMP DESIGN AND CONSTRUCTION INFORMATION. 5.ALL PUBLIC STREETS SHALL BE CONSTRUCTED PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). SEE ADDITIONAL NOTES ON SHEET C0.01. 6.ALL HIGHWAY 287 (COLLEGE AVENUE) IMPROVEMENTS SHALL BE CONSTRUCTED PER CDOT STANDARDS. SEE ADDITIONAL DETAILS AND NOTES ON SHEET C0.03 AND C0.04. NOTES COLLEGE AVE (HWY 287)VENUS AVENUEMILKY WAY DRIVE N KEYMAP 0 50'100' SCALE: 1" = 50' 25'