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Home My WebLink AboutSHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS - Filed STRS-STREETS ENGINEER STAMP - 2018-06-05SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, COVER.January 12, DWG 9:2018 14 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C001 1 COVER SHEET SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS FEBRUARY, 2017 PROJECT LOCATION VICINITY MAP CIVIL ENGINEER Ditesco Keith Meyer, P.E. 2133 S. Timberline Road, Suite 110 Fort Collins, Colorado 80525 (970) 988-8605 SURVEYOR City of Fort Collins CONTACT INFORMATION BENCHMARKS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LOCATED IN THE WEST HALF OF SECTION 14 AND THE EAST HALF OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO CIVIL PLANS FOR Coordinate Control VERTICAL DATUM: HORIZONTAL DATUM: SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_COVER Tuesday, UTILITY December PACKAGE.20, DWG 1:2016 38 PM By: Rhonda Bunner R. Bunner K. Meyer NTS C001 1 COVER SHEET UTILITY PACKAGE SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DECEMBER, 2016 PROJECT LOCATION VICINITY MAP CIVIL ENGINEER SURVEYOR City of Fort Collins CONTACT INFORMATION BENCHMARKS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LOCATED IN THE EAST HALF OF SECTION 14 AND THE WEST HALF OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6th P.M. CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO UTILITY PLANS FOR Coordinate Control VERTICAL DATUM: HORIZONTAL DATUM: DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: OWNER UTILITY COMPANY PHONE NUMBER GAS----------------- Xcel Energy------------------------------ Stephanie Rich (970) 225-7828 ELECTRIC-------- Colorado State University------------ Michael Randall (970) 491-0087 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, SHEET October INDEX.27, DWG 10:2017 58 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C002 2 SHEET INDEX CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package ELECTRICAL SHEETS - (BY OTHERS) 70 E0.01 SCHEDULE, NOTES & ONE-LINE DIAGRAMS 71 E1.01 ELECTRICAL PLAN - WEST 72 E1.02 ELECTRICAL PLAN - EAST LANDSCAPE SHEETS - (BY OTHERS) 74 L1.01 LIGHTING PHOTOMETRIC PLAN 75 L2.01 OVERALL LANDSCAPE PLAN 76 L2.02 LANDSCAPE ENLARGEMENT PLAN 77 L2.03 LANDSCAPE ENLARGEMENT PLAN 78 L2.04 LANDSCAPE ENLARGEMENT PLAN 80 L8.09 LANDSCAPE DETAILS 82 L4.00 IRRIGATION DEMOLITION PLAN 83 L4.01 IRRIGATION COVER SHEET 84 L4.02 IRRIGATION FLAG NOTES 85 L4.03 IRRIGATION PLAN 86 L4.04 IRRIGATION DETAILS 88 L4.06 IRRIGATION DETAILS 73 L1.00 TREE MITIGATION / INVENTORY PLAN 79 L2.05 LANDSCAPE ENLARGEMENT PLAN IRRIGATION SHEETS - (BY OTHERS) 87 L4.05 IRRIGATION DETAILS SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, COVER.January 12, DWG 9:2018 14 AM By: Rhonda Bunner R. Bunner K. Meyer CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SEE SHEET C001 FOR VERTICAL AND HORIZONTAL DATUM AND NOTES. B. Street Improvement Notes C. Traffic Signing and Pavement Marking Construction Notes D. Storm Drainage Notes E. Utility Notes Note: GENERAL NOTES (City of Fort Collins) City of Fort Collins Mapping Datum A. Grading and Erosion Control Notes NTS C003 3 GENERAL NOTES Civil Package C1-316 C1-316 FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET N89°04'21"W SECTION LINE 3 11 16 15 P P P SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET SOUTH SHIELDS STREET N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE E 1/4 CORNER 15-7-69 N89°04'21"W SECTION LINE N: 126454.67 E: 189500.12 1 2 5 6 7 10 11 10642 P P P P P SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: 8 9 P P P SURVEY CONTROL POINTS POINT # 1 2 3 5 6 7 8 9 10 11 15 16 10642 DESCRIPTION PK NAIL NAIL PK PK NAIL PK PK PK PK NAIL PK NAIL PK NAIL BM19-97 NORTHING 126658.8940 126451.0680 126545.7680 126542.9040 126537.9310 126439.2160 126517.4530 126501.0740 126274.5580 126386.3150 126392.3140 126390.9480 126470.2050 EASTING 189593.1170 189447.5170 189153.2320 189442.1310 189551.9120 189559.1220 189829.1450 190007.8110 189459.3010 189332.7980 189218.9400 189087.2260 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W W W W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS CTV ST ST ST ST IRR IRR IRR IRR IRR IRR FO IRR 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS W W W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET N89°04'21"W SECTION LINE S89°04'05"E PROJECT CENTERLINE 329 C1305 328 C1305 307 C1302 303 C1302 305 C1302 302 FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET SOUTH SHIELDS STREET E 1/4 CORNER 15-7-69 N: 126454.67 E: 189500.12 N89°04'21"W SECTION LINE N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE S89°04'05"E PROJECT CENTERLINE S00°36'33"W PROJECT CENTERLINE N00°36'33"E PROJECT CENTERLINE WEST ELIZABETH CENTER / SOUTH SHIELDS CENTER N: 126495.61 WEST SIDE UNDERPASS DETAILED E: 189500.59 HORIZONTAL CONTROL PLAN (SEE SHEET C206) WEST SIDE UNDERPASS DETAILED HORIZONTAL CONTROL PLAN (SEE SHEET C207) R = 11 8 .19 ' N89°22'47"W R = 1 18 . 19 ' 301 C1302 329 C1305 328 C1305 301 C1302 302 C1302 326 C1305 327 C1305 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, January SITE.DWG 15, 8:2018 16 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C202 C203 1"=20' C203 11 HORIZONTAL CONTROL PLAN LEGEND: NOTES: VERTICAL DATUM: COORDINATE CONTROL: BASIS OF BEARINGS: PROJECT BENCHMARK: Flowine Line Table LINE FL1 FL2 FL3 FL4 FL5 FL6 FL7 FL8 FL9 FL10 FL11 FL12 FL13 FL14 FL15 FL16 FL17 FL18 FL19 FL20 FL21 LENGTH 15.34' 13.93' 54.93' 90.32' 308.88' 6.63' 12.80' 53.00' 10.10' 0.68' 17.80' 252.44' 23.52' 18.80' 33.28' 14.93' 48.09' 22.48' 14.48' 249.00' 9.45' BEARING S30°04'29.50"E N00°38'11.83"E N89°10'16.88"W N00°38'16.27"E N89°04'05.00"W S66°23'34.70"W N89°10'16.88"W N89°10'16.88"W S00°38'11.83"W N82°59'44.34"W N44°04'05.00"W S89°04'05.00"E S44°04'05.00"E N45°00'00.00"E Inside Wall Line Table LINE IWL107 IWL108 IWL109 IWL110 IWL111 IWL112 IWL113 IWL114 LENGTH 4.75' 23.08' 16.04' 14.00' 14.00' 10.58' 30.60' 7.95' BEARING N52°52'05.72"W N45°00'00.00"W N89°23'28.17"W S55°17'19.76"E S60°00'00.00"W S89°23'27.59"E N60°00'00.00"E N30°00'00.00"W BEGIN LINE N: 126443.24 E: 189424.31 N: 126421.30 E: 189424.86 N: 126415.27 E: 189454.84 N: 126452.53 E: 189439.24 N: 126459.69 E: 189567.64 N: 126414.19 E: 189556.63 N: 126416.75 E: 189577.41 N: 126432.05 E: 189603.92 END LINE N: 126446.11 E: 189420.52 N: 126437.62 E: 189408.54 N: 126415.44 E: 189438.79 N: 126444.56 E: 189450.75 N: 126452.68 E: 189555.51 N: 126414.08 E: 189567.20 N: 126432.05 E: 189603.92 FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET SOUTH SHIELDS STREET DOWN DOWN UP UP C1106 A 1 2 3 3 2 1 1 2 3 5 4 7 6 8 9 10 11 12 13 14 15 16 18 17 22 21 20 19 329 C1305 328 C1305 West Stairs Line Table LINE L1 L2 L3 L4 L5 LENGTH 0.76' 0.94' 0.97' 0.99' 0.18' BEARING S52°52'05.72"E S52°52'05.72"E SOUTH SHIELDS STREET UP UP DOWN DOWN C1107 B 1 2 3 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 329 C1305 328 C1305 25 East Stairs Curve Table CURVE C46 C47 C48 C49 C50 C51 C52 C53 C54 C55 C56 C57 C58 C59 C60 C61 C62 C63 C64 C65 DELTA 5°27'24" WEST ELIZABETH STREET N89°04'21"W SECTION LINE 9+50 10+00 11+00 12+00 13+00 14+00 WEST ELIZABETH PROJECT CENTERLINE N: 126505.45 E: 188895.60 2 D F 1 B D 3 3 2 2 B B D B B A 2 1 1 1 S T 0 P TURN RIGHT MUST RIGHT LANE DO NOT BLOCK DO NOT BLOCK HERE STOP FOR BIKE LANE ENDS BIKES MERGE OR USE UNDERPASS 5 5 HERE STOP FOR 2 2 5 5 S89°04'05"E PROJECT CENTERLINE C C 301 WEST ELIZABETH STREET SOUTH SHIELDS STREET E 1/4 CORNER 15-7-69 N: 126454.67 E: 189500.12 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE S89°04'05"E PROJECT CENTERLINE WEST ELIZABETH CENTER / SOUTH SHIELDS CENTER STA: 15+55.07 (WEST)= STA: 10+00.00 (EAST) N: 126495.61 E: 189500.59 14+00 15+00 3 F B B A 1 1 1 F E F A B 3 3 3 3 3 3 3 G 4 3 4 4 3 D 3 S84°49'39"W N89°36'56"W N88°28'14"W PROJECT CENTERLINE 10+00 11+00 12+00 13+00 1 1 1 1 1 2 1 R = 11 3 3 3 3 3 3 3 N89°22'47"W EAST ELIZABETH PROJECT CENTERLINE N: 126502.05 E: 189920.60 12+00 13+00 14+00 14+21 1 1 2 R = 1 18 . 1 9 ' SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, PAVEMENT.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C302 C303 1"=20' C303 18 PAVING, SIGNAGE AND STRIPING PLAN LEGEND: NOTES: 1 2 E WEST ELIZABETH STREET 3 4 2 1 25' ARM 30' ARM DO NOT BLOCK DO NOT BLOCK EXISTING FIBER RELOCATED FIBER RELOCATED FIBER SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Friday, SIGNAL October PLAN.27, DWG 11:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C304 19 SIGNAL PLAN WEST ELIZABETH STREET CROSSWALK CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Civil Package KEY: PROPOSED SIGNAL HEADS 1 2 3 4 PROPOSED PEDESTRIAN SIGNS TYPICAL SIGNAL ITEMS X' ARM X X WEST ELIZABETH STREET 2 4 P E D WEST ELIZABETH STREET SOUTH SHIELDS STREET 40' ARM 35' ARM 3 2 3 2 1 3 1 1 2 2 40' ARM 40' ARM 2 EXISTING FIBER EXISTING FIBER RELOCATED FIBER 1 2 1 3 1 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Friday, SIGNAL October PLAN.27, DWG 11:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 1"=20' C305 20 SIGNAL PLAN ELIZABETH / SHIELDS INTERSECTION Civil Package KEY: TYPICAL SIGNAL ITEMS X' ARM X X WEST ELIZABETH STREET SOUTH SHIELDS STREET PROPOSED TRAFFIC SIGNS WEST ELIZABETH STREET STORM DRAIN LINE F2 (SEE SHEET C906) S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STORM DRAIN LINE F (SEE SHEET C907) 5028 5027 5027 5028 5028 5027 5027 5027 CTV ST ST ST ST WEST ELIZABETH STREET SOUTH SHIELDS STREET S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY N: 126454.67 E: 189500.12 STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE F (SEE SHEET C907) E 1/4 CORNER 15-7-69 STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE D (SEE SHEET C905) 5027 5026 5026 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST CO CB CB ST ST ST ST ST ST ST STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) 5024 5024 5025 5024 5025 5023 5022 5021 5022 5021 5021 5020 5021 5022 5023 VTC SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, EROSION.November DWG 27, 8:2017 47 AM By: Rhonda Bunner R. Bunner K. Meyer KEYMAP CALL UTILITY NOTIFICATION CENTER OF SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Tuesday, EC December DET.DWG 26, 10:2017 45 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C404 24 EROSION CONTROL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility IP 101 CURB INLET PROTECTION C404 IP VTC 102 VEHICLE CONTROL TRACKING PAD C404 103 DROP INLET PROTECTION C404 Civil Package C1-316 C1-316 FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY N89°04'21"W SECTION LINE STORM DRAIN LINE F2 (SEE SHEET C906) 5026.0 5026.0 5027.0 5027.0 5028.0 5027.0 STORM DRAIN LINE F (SEE SHEET C907) WEST ELIZABETH STREET 5027.6 5027.4 FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET SOUTH SHIELDS STREET N: 126454.67 E: 189500.12 N00°29'55"E SECTION LINE 5026.0 STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE D (SEE SHEET C905) STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) E 1/4 CORNER 15-7-69 5026.0 5026.0 5027.0 5025.0 5026.0 5024.0 5024.0 5025.0 S00°29'45"W SECTION LINE STORM DRAIN LINE A (SEE SHEET C903 - C904) 5024.0 5024.0 5023.0 5022.0 5021.0 5021.0 301 C1302 329 C1305 5023.2 5023.4 5023.6 5023.8 5024.2 5024.4 5024.8 5024.6 5024.4 5024.2 5023.8 5023.6 5023.4 5025.4 5025.2 5025.0 5024.8 5024.6 5024.4 5024.2 5024.0 5023.8 5023.6 5023.4 328 C1305 301 C1302 302 C1302 326 C1305 327 C1305 5023.0 5022.8 5022.6 5022.4 5022.2 5022.0 5021.8 5021.6 5021.4 5021.2 5023.2 5023.0 5022.8 5022.6 FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY N00°29'55"E SECTION LINE C1106 A C1107 B S00°29'45"W SECTION LINE N: 126454.67 E: 189500.12 WEST ELIZABETH STREET SOUTH SHIELDS STREET 5025.4 5025.6 5025.8 5026.0 5026.2 5026.4 5026.6 5026.8 5026.4 5026.2 5026.0 5025.8 5025.6 5025.4 5025.2 5026.0 5025.8 5025.8 5025.6 5025.4 5025.2 STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE E (SEE SHEET C906) E 1/4 CORNER 15-7-69 STORM DRAIN LINE A (SEE SHEET C903 - C904) 5024.0 5024.0 5023.0 5022.0 301 C1302 329 C1305 5023.2 5023.4 5023.6 5023.8 5024.2 5024.4 5024.8 5024.6 5023.8 5023.6 5023.4 5025.0 5024.8 5024.6 5024.4 5024.2 5024.0 5023.8 5023.6 5023.4 328 C1305 301 C1302 302 C1302 5023.0 5022.8 5022.6 5022.4 5022.2 5022.0 5021.8 5021.6 5021.4 5023.2 5023.0 5023.2 5022.8 5022.6 5022.4 5022.2 5022.0 5021.8 5021.6 5021.4 5021.0 5021.2 SHEET NO. 15-011 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W W W W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS W W W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO E E E E ST ST ST ST 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W W W W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO E E E E STORM DRAIN LINE A STORM DRAIN LINE A (SEE SHEET C903 - C904) 23+50 24+00 24+50 25+00 25+50 25+69 301 C1302 302 C1302 326 C1305 327 C1305 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E ZV IRR IRR IRR IRR IRR IRR IRR IRR UGE UGE UGE UGE UGE UGE UGE UGE IRR IRR UGE UGE UGE UGE UGE UGE UGE CB CB ST ST ST ST ST ST ST IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E Center of Trail Line Table LINE L1 L2 L3 L4 L5 L6 L7 LENGTH 181.76' 31.85' 16.95' 100.80' 10.34' 67.56' 138.74' BEARING S89°04'05.00"E S45°00'00.00"E S89°23'28.16"E S89°23'27.59"E S89°23'27.59"E N60°00'00.00"E S89°32'01.70"E BEGIN LINE N: 126456.35 E: 189178.64 N: 126436.85 E: 189399.41 N: 126407.45 E: 189438.30 N: 126407.26 E: 189455.25 N: 126406.19 E: 189556.04 N: 126409.23 E: 189578.38 N: 126450.58 E: 189665.60 END LINE N: 126453.39 E: 189360.38 N: 126414.33 E: 189421.94 N: 126407.26 E: 189455.25 N: 126406.19 E: 189556.04 N: 126406.08 E: 189566.38 N: 126443.01 E: 189636.90 N: 126449.45 E: 189804.34 Center of Trail Curve Table CURVE C1 C2 C3 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W IRR IRR IRR IRR IRR G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO T T T T T E FLD-PL FLD-PL FLD-PL FLD-WY WET WELL VAULT (SEE SHEET C1002) STORM DRAIN LINE F2 (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE D (SEE SHEET C905) 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W IRR IRR IRR IRR IRR G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO T T T T T E FLD-PL FLD-PL FLD-PL FLD-WY WET WELL VAULT (SEE SHEET C1002) STORM DRAIN LINE F2 (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE D (SEE SHEET C905) IRR IRR IRR IRR IRR IRR IRR IRR IRR E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EX. 10" STMH A1-PH1 STA 12+84.73 N: 126476.22 E: 189812.57 6' Ø MANHOLE ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST FO ZV ZV FO FO FO FO FO CO IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR STMH A-PH1 STA 10+00.00 N: 126191.49 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G G STMH F4-PH6 STA 13+14.81 N: 126443.08 E: 189155.64 5' Ø FLAT TOP MANHOLE 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W W W W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G T T T T T T T T T T T T A C1001 STORM DRAIN LINE D (SEE SHEET C905) 9'x14' BOX CULVERT (SEE SHEET C901) 12" PVC DRAIN LINE (SEE SHEET C902) 405 C1307 0+20 0+00 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T FO FO 9'x14' BOX CULVERT (SEE SHEET C901) 12" PVC DRAIN LINE (SEE SHEET C902) STORM DRAIN LINE D (SEE SHEET C905) B C1001 0+00 0+21 MH VAULT 12" PVC DRAIN LINE (SEE SHEET C902) A C1003 C1003 B STORM LINE D (SEE SHEET C905 ) PUMP TERMINAL STRIP BOX (SEE ELECTRICAL SHEETS) SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_DEWATERING Tuesday, WELL VAULT December DETAILS.26, 12:DWG 2017 46 PM By: Rhonda Bunner R. Bunner K. Meyer AS NOTED C1002 49 WET WELL VAULT DETAILS PLAN VIEW CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 100 C1002 DEWATERING WELL VAULT PLAN VIEW NOTES: Civil Package C1-316 C1-316 PUMP TERMINAL STRIP BOX (SEE ELECTRICAL SHEETS) SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_DEWATERING Tuesday, WELL VAULT December DETAILS.26, 12:DWG 2017 46 PM By: Rhonda Bunner R. Bunner K. Meyer AS NOTED C1003 50 WET WELL VAULT DETAILS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility A C1003 SECTION A B C1003 SECTION B Civil Package 100 C1003 STILLING WELL CAP DETAIL A SECTION A-A A KEY NOTES: 101 C1003 VALVE BOX ASSEMBLY C1-316 C1-316 9+50 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 10+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 10+50 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 11+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 00 11+50 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 19+52 5020 5022 5024 5026 5028 5020 5022 5024 5026 5028 -20 0 20 20+00 5018 5020 5022 5024 5026 5028 5018 5020 5022 5024 5026 5028 -20 0 20 20+50 5018 5020 5022 5024 5026 5028 5018 5020 5022 5024 5026 5028 -20 0 20 21+00 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 21+50 5014 9+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 9+50 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 10+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 10+50 5022 5024 5026 5028 5022 5024 5026 5028 -20 0 20 11+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 11+50 5020 13+52 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -60 -40 -20 0 20 14+00 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -20 0 20 14+50 5008 5010 5012 5014 5016 5018 5020 15+50 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -40 -20 0 20 16+00 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 -40 -20 0 20 16+50 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -40 -20 0 20 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 C1106 A DOWN DOWN UP UP 1 2 3 3 2 1 1 2 3 5 4 7 6 8 9 10 11 12 13 14 15 16 17 19 18 22 21 20 5025 5025 5025 5025 5025 5026 STORM DRAIN LINE E (SEE SHEET C906) 329 C1305 328 C1305 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: 5010 5015 5020 5025 5030 5010 5015 5020 5025 5030 -0+10 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+78 UP UP DOWN DOWN 1 2 3 1 2 3 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 C1107 B 23 24 25 329 C1305 328 C1305 5026 5026 5025 5025 5026 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 12'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS 15'' SS W W W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W W W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, TRAIL October DET.DWG 27, 11:2017 15 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1301 59 MULTI-USE TRAIL STRUCTURAL DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package 200 STAIR REINFORCEMENT DETAIL C1301 201 STAIR TREAD AND RISER DETAIL C1301 C1-316 C1-316 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, RD October DET.DWG 27, 11:2017 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1302 60 STREET DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 300 2'-6" OUTFALL VERTICAL CURB & GUTTER C1302 301 2'-6" INFLOW CURB & GUTTER C1302 302 1'-6" OUTFALL VERTICAL CURB & GUTTER C1302 303 1'-6" INFLOW CURB & GUTTER C1302 304 MONOLITHIC BIKE LANE - SHIELDS STREET C1302 305 MONOLITHIC BIKE LANE - ELIZABETH STREET C1302 306 PAVEMENT SECTION C1302 307 CONCRETE PAN DETAIL C1302 308 CURB AND GUTTER C1302 309 MEDIAN (ISLAND CURBS) C1302 310 STANDARD DRIVEWAY APPROACH C1302 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, RD October DET.DWG 27, 11:2017 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1303 61 STREET DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 311 STANDARD DRIVEWAY APPROACH C1303 312 ASPHALT PAVING DETAIL (CROSSPAN) C1303 313 STANDARD PAVEMENT MARKINGS C1303 314 STANDARD PAVEMENT MARKINGS w/ TURN LANE C1303 315 HANDICAP PARKING C1303 316 STANDARD SIDEWALK C1303 317 SIDEWALK DETAIL C1303 Civil Package C1-316 C1-316 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, RD October DET.DWG 27, 11:2017 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1304 62 STREET DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 318 ACCESS RAMP DETAILS C1304 319 DIRECTIONAL ACCESS RAMP & DETACHED WALK C1304 320 RESIDENTIAL LOCAL STREET ACCESS RAMPS C1304 321 TRUNCATED DOME WARNING FOR ACCESS RAMPS C1304 322 MEDIAN ISLANDS & PEDESTRIAN REFUGE AREA C1304 323 DECORATIVE CONCRETE CROSSWALK C1304 324 ENHANCED CONCRETE CROSSWALK C1304 Civil Package C1-316 C1-316 A C1305 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Friday, RD October DET.DWG 27, 11:2017 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1305 63 STREET DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 325 TRENCH DETAIL C1305 326 CONCRETE PAN WITH CURB DETAIL C1305 327 CROSS PAN C1305 328 WALL DETAIL C1305 329 PRECAST CAP DETAIL C1305 330 WALL RAILING DETAIL C1305 Civil Package NOTES: 331 BIKE CIRCLE DIRECTION DETAIL C1305 C1-316 C1-316 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, UTIL October DET.DWG 27, 11:2017 17 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C1306 64 UTILITY DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 403 C1306 FIRE HYDRANT INSTALLATION 404 C1306 TRENCH GRATE 401 C1306 WATER MAIN BEDDING 402 C1306 STANDARD CONCRETE THRUST BLOCKS Civil Package C1-316 C1-316 12" PVC DRAIN LINE (SEE SHEET C902) 9'x14' PRECAST BOX CULVERT (SEE SHEET C901) MULTI-USE TRAIL (SEE SHEET C802) 404 C1306 A C1307 12" PVC DRAIN LINE (SEE SHEET C902) 9'x14' PRECAST BOX CULVERT (SEE SHEET C901) MULTI-USE TRAIL (SEE SHEET C802) 404 C1306 B C1307 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, UTIL October DET.DWG 27, 11:2017 17 AM By: Rhonda Bunner R. Bunner K. Meyer AS NOTED C1307 65 UTILITY DETAILS TRENCH DRAIN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 405 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, DRAINAGE October DET.27, DWG 11:2017 18 AM By: Rhonda Bunner R. Bunner K. Meyer DRAINAGE DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility C1308 NTS 66 500 C1308 STORMWATER BEDDING REQUIREMENTS 501 C1308 STORMWATER BEDDING REQUIREMENTS 502 C1308 STANDARD MANHOLE 503 C1308 SHALLOW MANHOLE WITH FLAT TOP 504 C1308 CHANNELING DETAILS FOR MANHOLES 505 C1308 DOUBLE DENVER 16 VALLEY INLET Civil Package C1-316 C1-316 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, DRAINAGE October DET.27, DWG 11:2017 18 AM By: Rhonda Bunner R. Bunner K. Meyer DRAINAGE DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility C1309 NTS 67 507 C1309 SINGLE CURB INLET Civil Package C1-316 C1-316 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, DRAINAGE October DET.27, DWG 11:2017 18 AM By: Rhonda Bunner R. Bunner K. Meyer DRAINAGE DETAILS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility C1310 NTS 68 511 C1310 CURB INLET TYPE R 512 C1310 CURB INLET TYPE R Civil Package C1-316 C1-316 10'' SS 10'' SS ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ZV ZV ZV 10'' SS 10'' SS CO CO S S D 1 S S S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 C1-316 FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET SOUTH SHIELDS STREET 5027 5028 5027 5026 5026 5026 5027 5027 5026 5025 5024 5023 5022 5021 5021 5022 5021 5022 5023 5024 5024 5023 5025 5026 5026 5027 5026 5027 5027 5028 5026 STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE D (SEE SHEET C905) STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE F2 (SEE SHEET C906) 2 3 4 5 6 7 B1 E3 F3A F D1 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, DRAINAGE.January DWG 15, 3:2018 57 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =40' 40' 0 40' 80' 120' (True scale for 22x34 sheet size) 1"=40' C1401 69 DEVELOPED DRAINAGE EXHIBIT LEGEND: NOTES: A FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Civil Package C1-316 C1-316 C1307 TRENCH DRAIN NOTES: Civil Package SECTION A SECTION B WEST SIDE PLAN VIEW EAST SIDE PLAN VIEW C1-316 C1-316 Civil Package PAVEMENT SECTION: C1-316 C1-316 G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STORM DRAIN LINE D (SEE SHEET C905) STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) SOUTH SHIELDS STREET 17004 17006 17007 17008 17009 17010 17011 17012 17013 17014 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17030 17031 17032 17033 17034 17035 WEST ELIZABETH STREET STA: 10+26.68 6"x6" SWIVEL TEE w/ TB & FH ASS'Y (E) N: 126285.76 E: 189519.27 STA 10+29.95 PLUG & TB N: 126289.03 E: 189519.25 STA 12+11.57 MJ CAP AT TEE w/ TB N: 126470.64 E: 189521.27 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 9'x14' RCBC SEE SHEET C901 24"x38" HERCP SEE SHEET C905 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 9'x14' RCBC SEE SHEET C901 24"x38" HERCP SEE SHEET C905 NOTE: CONTRACTOR TO VERIFY EXISTING WATERLINE PRIOR TO CONSTRUCTION SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, UTIL CROSSINGS.January 15, DWG 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C1201 58 UTILITY CROSSING PLAN AND PROFILE PROFILE SCALE: EXISTING 12" SANITARY SEWER LEGEND: NOTES: EXISTING 6" WATER PROFILE SCALE: NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Civil Package C1-316 C1-316 SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ TRAIL Monday, XSEC November DETAIL.DWG 27, 10:2017 12 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=5' C1107 57 MULTI-USE TRAIL EAST SIDE STEP CROSS SECTION PROFILE SCALE: MULTI-USE TRAIL STEP CROSS SECTION B-B CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =5' 5' 0 5' 10' 15' (True scale for 22x34 sheet size) NOTES: 1 LEGEND: 4924 Civil Package C1-316 C1-316 SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ TRAIL Monday, XSEC November DETAIL.DWG 27, 10:2017 12 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=5' C1106 56 MULTI-USE TRAIL WEST SIDE STEP CROSS SECTION PROFILE SCALE: MULTI-USE TRAIL STEP CROSS SECTION A-A CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =5' 5' 0 5' 10' 15' (True scale for 22x34 sheet size) NOTES: 1 LEGEND: 4924 Civil Package C1-316 C1-316 17+00 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -40 -20 0 20 17+50 5020 5022 5024 5026 5020 5022 5024 5026 -20 0 20 18+00 5020 5022 5024 5026 5020 5022 5024 5026 -20 0 20 18+50 5020 5022 5024 5026 5020 5022 5024 5026 -20 0 20 5025.8 5013.91 5024.5 5016.16 5024.3 5019.13 5023.6 5022.53 5023.0 5023.17 5022.3 5022.46 5021.1 5021.25 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, TRAIL October XSEC.27, DWG 11:2017 13 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' / 1"=2' C1105 55 MULTI-USE TRAIL CROSS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTES: Civil Package C1-316 C1-316 5022 5024 5026 5028 5030 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -80 -60 -40 -20 0 20 15+00 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -60 -40 -20 0 20 5025.6 5011.61 5026.1 5026.07 5026.0 5025.94 5026.0 5012.09 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, TRAIL October XSEC.27, DWG 11:2017 13 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' / 1"=2' C1104 54 MULTI-USE TRAIL CROSS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTES: Civil Package C1-316 C1-316 5022 5024 5026 5028 5030 5020 5022 5024 5026 5028 5030 -20 0 20 12+00 5018 5020 5022 5024 5026 5028 5030 5018 5020 5022 5024 5026 5028 5030 -20 0 20 12+50 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 -20 0 20 12+98.03 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 -60 -40 -20 0 20 40 5027.4 5027.2 5026.92 5026.7 5027.02 5026.5 5026.79 5026.2 5026.46 5026.0 5022.93 5025.8 5019.82 5025.4 5016.50 5025.0 5013.77 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, TRAIL October XSEC.27, DWG 11:2017 13 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20 / 1"=2' C1103 53 MUTI-USE TRAIL CROSS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTES: Civil Package C1-316 C1-316 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 22+00 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 22+50 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 23+00 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 23+50 5014 5016 5018 5020 5022 5024 5026 5028 5014 5016 5018 5020 5022 5024 5026 5028 -20 0 20 24+00 5016 5018 5020 5022 5024 5026 5028 5016 5018 5020 5022 5024 5026 5028 -20 0 20 24+50 5016 5018 5020 5022 5024 5026 5028 5016 5018 5020 5022 5024 5026 5028 -20 0 20 25+07.90 5016 5018 5020 5022 5024 5026 5028 5016 5018 5020 5022 5024 5026 5028 -20 0 20 25+50 5016 5018 5020 5022 5024 5026 5028 5016 5018 5020 5022 5024 5026 5028 -20 0 20 25+69.43 5016 5018 5020 5022 5024 5026 5028 5016 5018 5020 5022 5024 5026 5028 -20 0 20 5025.4 5025.40 5025.0 5025.00 5024.7 5025.15 5025.4 5025.40 5025.6 5025.46 5025.3 5025.13 5024.7 5024.48 5024.0 5023.80 5023.3 5023.13 5022.6 5022.43 5021.9 5021.73 5021.5 5021.66 5021.4 5021.23 5021.6 5021.93 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, STREET October XSEC.27, DWG 11:2017 12 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' / 1"=2' C1102 52 W. ELIZABETH STREET (E. OF SHIELDS ST.) CROSS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTES: Civil Package C1-316 C1-316 12+00 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 12+50 5022 5024 5026 5028 5030 5022 5024 5026 5028 5030 -20 0 20 13+00 5020 5022 5024 5026 5028 5030 5020 5022 5024 5026 5028 5030 -20 0 20 13+50 5016 5018 5020 5022 5024 5026 5028 5030 5016 5018 5020 5022 5024 5026 5028 5030 -20 0 20 14+00 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 -20 0 20 14+50 5020 5022 5024 5026 5028 5030 5020 5022 5024 5026 5028 5030 -20 0 20 15+00 5020 5022 5024 5026 5028 5030 5020 5022 5024 5026 5028 5030 -20 0 20 15+50 5020 5022 5024 5026 5028 5020 5022 5024 5026 5028 -20 0 20 15+99.90 5020 5022 5024 5026 5028 5020 5022 5024 5026 5028 -20 0 20 5026.9 5026.92 5026.6 5026.67 5026.6 5026.42 5026.3 5026.16 5026.0 5025.93 5025.7 5025.70 5025.5 5025.46 5025.3 5025.23 5025.1 5025.00 5025.1 5024.97 5025.1 5025.15 5025.2 5025.33 5025.6 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_ Friday, STREET October XSEC.27, DWG 11:2017 12 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' / 1"=2' C1101 51 W. ELIZABETH STREET (W. OF SHIELDS ST.) CROSS SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTES: Civil Package C1-316 C1-316 N: 126403.23 E: 189600.44 6' ∅ MANHOLE 100 C1002 6' Ø MANHOLE WET WELL VAULT (SEE SHEET C1002) 405 C1307 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 -0+05 0+00 0+05 0+10 0+15 0+20 404 C1306 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 -0+05 0+00 0+05 0+10 0+15 0+20 0+24 404 C1306 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_DEWATERING Monday, WELL November VAULT.27, DWG 9:2017 05 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =5' 5' 0 5' 10' 15' (True scale for 22x34 sheet size) 1"=5' C1001 48 WET WELL VAULT AND TRENCH DRAIN PLAN AND SECTIONS CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility 100 C1001 WEST SIDE TRENCH DRAIN 101 C1001 EAST SIDE TRENCH DRAIN A C1001 SECTION A LEGEND: NOTES: B C1001 SECTION B Civil Package C1-316 C1-316 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS W S S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY EX. 24" RCP 17000 17001 17002 17004 17007 17008 17009 17010 17011 17012 17013 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17031 17032 17033 17034 17035 17036 STORM DRAIN LINE F (PHASE 6) STORM DRAIN LINE E (PHASE 5) EX. 24" RCP 17003 STMH F1-PH6 STA 10+31.64 N: 126396.91 E: 189424.03 5' Ø FLAT TOP MANHOLE STMH F2-PH6 STA 10+94.14 N: 126437.14 E: 189376.19 5' Ø FLAT TOP MANHOLE STMH F5-PH6 STA 13+33.80 N: 126462.06 E: 189155.95 5' Ø FLAT TOP MANHOLE STMH F3-PH6 STA 11+29.76 N: 126439.56 E: 189340.66 5' Ø FLAT TOP MANHOLE IRR STORM DRAIN LINE F2 (PHASE 6) INLET F-PH6 STA 10+00.00 N: 126390.51 E: 189455.24 EX. 10" STEEL EX. 24" RCP EX. 10" RCP (ABANDON IN PLACE) STORM DRAIN LINE D (PHASE 4) 17014 5015 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 5015 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 13+60 13+40 13+20 13+00 12+80 12+60 12+40 12+20 12+00 11+80 11+60 11+40 11+20 11+00 10+80 10+60 10+40 10+20 10+00 9+80 ∅ ∅ ∅ ∅ ∅ SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, STORM.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer PROFILE SCALE: SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' STORM DRAIN LINE F (PHASE 6) 1"=20' C907 47 STORM DRAIN PLAN AND PROFILE LINE F CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: Civil Package C1-316 C1-316 G G E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY EX. 24" RCP 17002 17004 17007 17008 17009 17010 17011 17012 17013 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17031 17032 17033 17034 17035 STORM DRAIN LINE F (PHASE 6) STORM DRAIN LINE E (PHASE 5) EX. 24" RCP 17003 INLET E3-PH5 STA 11+22.98 N: 126466.80 E: 189417.25 INLET F3A-PH6 STA 10+10.77 N: 126428.79 E: 189340.54 IRR STMH F3-PH6 STA 11+29.76 N: 126439.56 E: 189340.66 5' Ø FLAT TOP MANHOLE STORM DRAIN LINE F2 (PHASE 6) EX. 10" STEEL STMH E2-PH5 STA 10+92.02 N: 126458.57 E: 189447.09 5'Ø MANHOLE EX. 10" RCP (ABANDON IN PLACE) STMH E1-PH5 STA 10+69.28 N: 126457.43 E: 189469.80 5'Ø MANHOLE STMH D2-PH4 STA 11+33.61 N: 126388.15 E: 189469.02 5' Ø MANHOLE STORM DRAIN LINE D (PHASE 4) 17014 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+74 9'x14' RCBC SEE SHEET C901 5015 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 5015 5016 5018 5020 5022 5024 5026 5028 5030 5032 5034 9+60 9+80 10+00 10+20 10+40 10+60 ∅ SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, STORM.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer PROFILE SCALE: SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' STORM DRAIN LINE E (PHASE 5) 1"=20' C906 46 STORM DRAIN PLAN AND PROFILE LINES E & F2 STORM DRAIN LINE F2 (PHASE 6) PROFILE SCALE: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T E W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY EX. 24" RCP 17002 17004 17006 17007 17008 17009 17010 17011 17012 17013 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17030 17031 17032 17033 17034 17035 17005 STORM DRAIN LINE B (PHASE 2) STORM DRAIN LINE F (PHASE 6) STORM DRAIN LINE E (PHASE 5) EX. 24" RCP STMH A2-PH1 STA 15+61.31 N: 126478.69 E: 189535.99 6' Ø MANHOLE INLET D1-PH4 STA 10+68.61 N: 126385.76 E: 189533.98 17003 IRR STORM DRAIN LINE A (PHASE 1) STMH D-PH4 STA 10+00.00 N: 126390.86 E: 189602.40 5 Ø MANHOLE EX. 10" STEEL INLET F-PH6 STA 11+47.97 N: 126390.51 E: 189455.24 EX. 10" RCP (ABANDON IN PLACE) WET WELL VAULT (SEE SHEET C1002) 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) STMH D2-PH4 STA 11+33.61 N: 126388.15 E: 189469.02 5' Ø MANHOLE 17014 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 12+40 12+20 12+00 11+80 11+60 11+40 11+20 11+00 10+80 10+60 10+40 10+20 10+00 9+80 9+60 9+40 GROUNDWATER ELEV: 5018 ± NOTE: CONTRACTOR TO PLUG PIPE INTO NEW 6' DIAMETER MANHOLE, CONCRETE IN PLACE BASE SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, STORM.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' PROFILE SCALE: STORM DRAIN LINE D (PHASE 4) 1"=20' C905 45 STORM DRAIN PLAN AND PROFILE LINE D CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T E W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STMH A2-PH1 STA 15+61.31 N: 126478.69 E: 189535.99 6' Ø MANHOLE EX. 24" RCP 17002 17004 17006 17007 17008 17009 17010 17011 17012 17013 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17030 17031 17032 17033 17034 17035 17005 STORM DRAIN LINE B (PHASE 2) STORM DRAIN LINE F (PHASE 6) STORM DRAIN LINE E (PHASE 5) STMH B-PH2 STA 10+00.00 N: 126537.22 E: 189536.67 4' Ø FLAT TOP MANHOLE INLET B1-PH2 STA 10+22.56 N: 126536.57 E: 189559.23 EX. 24" RCP 17003 IRR STORM DRAIN LINE A (PHASE 1) EX. 10" STEEL EX. 10" RCP (ABANDON IN PLACE) WET WELL VAULT (SEE SHEET C1002) 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) STORM DRAIN LINE D (PHASE 4) 17014 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 16+60 16+40 16+20 16+00 15+80 15+60 15+40 15+20 15+00 14+80 14+60 14+40 14+20 14+00 13+80 13+60 GROUNDWATER ELEV: 5018 ± 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 9+60 9+80 10+00 10+20 10+40 10+60 ∅ SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, STORM.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer PROFILE SCALE: SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' STORM DRAIN LINE A (PHASE 1) MATCH LINE STA 13+75 LINE MATCH STA 13+75 PROFILE SCALE: STORM DRAIN LINE B (PHASE 2) 1"=20' C904 44 STORM DRAIN PLAN AND PROFILE LINE A & B CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 E: 189812.57 8' Ø MANHOLE EX. 36" RCP 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, STORM.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C903 43 STORM DRAIN PLAN AND PROFILE LINE A PROFILE SCALE: SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' STORM DRAIN LINE A (PHASE 1) MATCH LINE STA 13+75 LINE MATCH STA 13+75 LEGEND: NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 SOUTH SHIELDS STREET 17006 17007 17008 17009 17010 17011 17012 17013 17014 17015 17018 17019 17022 17023 17024 17027 17028 17031 17032 17033 17034 17005 17016 17003 17030 405 C1307 TRENCH DRAIN (SEE SHEET C1001) TRENCH DRAIN (SEE SHEET C1001) 100 C1002 MH VAULT STA 11+45.25 N: 126403.23 E: 189600.44 6' ∅ MANHOLE TRENCH OUT STA 10+00.00 N: 126403.27 E: 189455.21 TRENCH IN STA 11+00.80 N: 126402.19 E: 189556.00 TRENCH OUT STA 11+02.96 N: 126402.17 E: 189558.17 VAULT IN STA 11+41.66 N: 126403.14 E: 189596.86 100 C1002 9'x14' BOX CULVERT (SEE SHEET C901) STMH D-PH4 N: 126390.86 E: 189602.40 STORM DRAIN LINE E (SEE SHEET C906) 405 C1307 405 C1307 10016 10017 10018 10019 10020 10021 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 100 C1002 GROUNDWATER ELEV: 5018 ± BEDROCK ELEV: 5011.8± BEDROCK ELEV: 5012.4± 19"x30" HERCP SEE SHEET C906 405 C1307 405 C1307 405 C1307 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, DRAIN.November DWG 27, 9:2017 02 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C902 42 12" STORM DRAIN LINE PLAN AND PROFILE PROFILE SCALE: 12" DRAIN LINE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 SOUTH SHIELDS STREET 17006 17007 17008 17009 17010 17011 17012 17013 17014 17015 17018 17019 17022 17023 17024 17027 17028 17031 17032 17033 17034 17005 17016 17003 17030 BEGIN STA 10+00.00 = TRAIL STA 13+53.39 N: 126407.26 E: 189455.25 END STA 11+00.80 = TRAIL STA 14+54.19 N: 126406.19 TRENCH DRAIN E: 189556.04 (SEE SHEET C1001) TRENCH DRAIN (SEE SHEET C1001) 12" DRAIN LINE (SEE SHEET C902) STORM DRAIN LINE E (SEE SHEET C906) 10016 10017 10018 10019 10020 10021 NORTH POTHOLE 5020.96 SOUTH POTHOLE 5020.60 JOINTS 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5000 5002 5004 5006 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 GROUNDWATER ELEV: 5018 ± BEDROCK ELEV: 5011.8± BEDROCK ELEV: 5012.4± 19"x30" HERCP SEE SHEET C906 XCEL GAS NORTH POTHOLE 5020.96 XCEL GAS SOUTH POTHOLE 5020.60 NORTH OF BOX SOUTH OF BOX SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, CULVERT.November DWG 27, 9:2017 01 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C901 41 9'x14' BOX CULVERT PLAN AND PROFILE PROFILE SCALE: 9'x14' BOX CULVERT CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 C4 DELTA 44°04'05" 44°23'28" 30°36'32" 30°27'58" RADIUS 56.50' 23.50' 23.50' 56.50' LENGTH 43.46' 18.21' 12.55' 30.04' BEARING S67°02'03"E S67°11'44"E N75°18'16"E N75°13'59"E CHORD 42.39' 17.76' 12.41' 29.69' BEGIN CURVE N: 126453.39 E: 189360.38 N: 126414.33 E: 189421.94 N: 126406.08 E: 189566.38 N: 126443.01 E: 189636.90 END CURVE N: 126436.85 E: 189399.41 N: 126407.45 E: 189438.30 N: 126409.23 E: 189578.38 N: 126450.58 E: 189665.60 North Side of Trail Line Table (West of Shields St.) LINE L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 LENGTH 38.00' 38.00' 38.00' 38.00' 38.00' 29.23' 18.97' 2.98' 4.92' 14.00' BEARING S89°04'05.00"E S89°04'05.00"E S89°04'05.00"E S89°04'05.00"E S89°04'05.00"E S89°04'05.00"E S55°17'19.76"E S55°17'19.76"E S00°36'31.83"W S00°36'31.83"W BEGIN LINE N: 126463.31 E: 189180.76 N: 126462.66 E: 189220.75 N: 126462.01 E: 189260.75 N: 126461.36 E: 189300.74 N: 126460.71 E: 189340.74 N: 126460.06 E: 189380.73 N: 126456.03 E: 189421.02 N: 126439.53 E: 189444.84 N: 126421.18 E: 189455.90 N: 126414.26 E: 189455.83 END LINE N: 126462.69 E: 189218.75 N: 126462.04 E: 189258.75 N: 126461.39 E: 189298.74 N: 126460.74 E: 189338.74 N: 126460.09 E: 189378.73 N: 126459.58 E: 189409.96 N: 126445.22 E: 189436.62 N: 126437.83 E: 189447.29 N: 126416.26 E: 189455.85 N: 126400.26 E: 189455.68 North Side of Trail Curve Table (West of Shields St.) CURVE C5 C6 DELTA 33°46'45" 55°53'52" RADIUS 20.00' 20.00' LENGTH 11.79' 19.51' BEARING S72°10'42"E S27°20'24"E CHORD 11.62' 18.75' BEGIN CURVE N: 126459.58 E: 189409.96 N: 126437.83 E: 189447.29 END CURVE N: 126456.03 E: 189421.02 N: 126421.18 E: 189455.90 South Side of Trail Line Table (West of Shileds St.) LINE L18 L19 L20 L21 L22 L23 L24 L25 L26 LENGTH 38.00' 38.00' 38.00' 38.00' 19.76' 20.17' 3.26' 11.11' 10.17' BEARING N89°04'05.00"W N89°04'05.00"W N89°04'05.00"W N89°04'05.00"W N89°04'05.00"W N45°00'00.00"W N89°23'28.17"W N45°00'00.00"W N89°23'28.17"W BEGIN LINE N: 126448.70 E: 189218.52 N: 126448.05 E: 189258.52 N: 126447.39 E: 189298.51 N: 126446.74 E: 189338.51 N: 126446.39 E: 189360.27 N: 126417.64 E: 189408.72 N: 126399.40 E: 189442.50 N: 126408.37 E: 189418.00 N: 126399.27 E: 189454.67 END LINE N: 126449.31 E: 189180.53 N: 126448.66 E: 189220.52 N: 126448.01 E: 189260.52 N: 126447.36 E: 189300.51 N: 126446.71 E: 189340.51 N: 126431.90 E: 189394.46 N: 126399.43 E: 189439.24 N: 126416.22 E: 189410.14 N: 126399.38 E: 189444.50 South Side of Trail Curve Table (West of Shileds St.) CURVE C7 C8 C9 DELTA 21°06'37" 20°38'33" 44°23'28" RADIUS 49.50' 49.50' 30.50' LENGTH 18.24' 17.83' 23.63' BEARING N78°30'46"W N55°19'17"W N67°11'44"W CHORD 18.14' 17.74' 23.04' BEGIN CURVE N: 126442.78 E: 189378.04 N: 126431.90 E: 189394.46 N: 126399.43 E: 189439.24 END CURVE N: 126446.39 E: 189360.27 N: 126441.99 E: 189379.88 N: 126408.37 E: 189418.00 North Side of Trail Line Table (East of Shields St.) LINE L27 L28 L29 L30 L31 L32 L33 L34 L35 LENGTH 14.00' 23.37' 6.72' 16.76' 38.00' 38.00' 38.00' 38.00' 38.00' BEARING S00°36'32.56"W S00°36'32.56"W N60°00'00.00"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E BEGIN LINE N: 126413.20 E: 189555.62 N: 126438.57 E: 189555.89 N: 126452.19 E: 189569.66 N: 126458.23 E: 189585.64 N: 126458.08 E: 189604.41 N: 126457.75 E: 189644.41 N: 126457.43 E: 189684.40 N: 126457.10 E: 189724.40 N: 126456.78 E: 189764.40 END LINE N: 126399.20 E: 189555.47 N: 126415.20 E: 189555.64 N: 126455.55 E: 189575.48 N: 126458.09 E: 189602.41 N: 126457.77 E: 189642.41 N: 126457.44 E: 189682.40 N: 126457.12 E: 189722.40 N: 126456.79 E: 189762.40 N: 126456.47 E: 189802.40 North Side of Trail Curve Table (East of Shields St.) CURVE C10 C11 DELTA 60°08'24" 30°27'58" RADIUS 10.00' 20.00' LENGTH 10.50' 10.63' BEARING S30°40'45"W N75°13'59"E CHORD 10.02' 10.51' BEGIN CURVE N: 126447.19 E: 189561.00 N: 126455.55 E: 189575.48 END CURVE N: 126438.57 E: 189555.89 N: 126458.23 E: 189585.64 South Side of Trail Line Table (East of Shields St.) LINE L36 L37 L38 L39 L40 L41 L42 LENGTH 8.15' 32.59' 34.94' 16.74' 38.00' 38.00' 38.00' BEARING S89°23'27.59"E N60°00'00.00"E N60°00'00.00"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E BEGIN LINE N: 126398.19 E: 189556.46 N: 126402.19 E: 189580.18 N: 126419.48 E: 189610.14 N: 126443.58 E: 189665.55 N: 126443.43 E: 189684.29 N: 126443.10 E: 189724.29 N: 126442.78 E: 189764.29 END LINE N: 126398.10 E: 189564.61 N: 126418.48 E: 189608.41 N: 126436.95 E: 189640.40 N: 126443.44 E: 189682.29 N: 126443.12 E: 189722.29 N: 126442.79 E: 189762.29 N: 126442.47 E: 189802.29 South Side of Trail Curve Table (East of Shields St.) CURVE C12 C13 C14 C15 DELTA 16°41'21" 10°09'44" 3°32'47" 24°36'17" RADIUS 30.50' 30.50' 49.50' 49.50' LENGTH 8.88' 5.41' 3.06' 21.26' BEARING N82°15'52"E N65°04'52"E N61°46'24"E N78°09'50"E CHORD 8.85' 5.40' 3.06' 21.09' BEGIN CURVE N: 126398.10 E: 189564.61 N: 126399.91 E: 189575.28 N: 126436.95 E: 189640.40 N: 126439.25 E: 189644.90 END CURVE N: 126399.29 E: 189573.38 N: 126402.19 E: 189580.18 N: 126438.40 E: 189643.09 N: 126443.58 E: 189665.55 Center of 2'x2' Precast Cap POINT # 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 NORTHING 126463.3283 126462.6777 126462.0271 126461.3765 126460.7259 126460.0753 126444.6555 126453.1009 126443.9875 126440.1000 126415.2593 126399.2601 126399.3895 126416.9316 126442.3846 126446.7278 126447.3784 126448.0290 126448.6796 126449.3302 EASTING 189179.7577 189219.7524 189259.7471 189299.7418 189339.7365 189379.7312 189437.4405 189438.4197 189451.5757 189444.0168 189455.8363 189455.6664 189443.4953 189409.4313 189378.9588 189339.5088 189299.5141 189259.5194 189219.5247 189179.5300 ELEVATION 30.71 30.71 30.71 30.18 30.18 30.18 30.45 31.30 31.30 30.45 30.45 30.45 30.45 30.79 30.79 30.18 30.18 30.71 30.71 30.71 Center of 2'x2' Precast Cap POINT # 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 NORTHING 126414.1985 126447.6901 126452.1843 126460.1864 126451.6901 126458.0860 126457.7605 126457.4350 126457.1096 126456.7841 126456.4587 126442.4591 126442.7846 126443.1100 126443.4355 126438.8351 126418.9818 126399.6020 126398.1993 EASTING 189555.6262 189561.8640 189554.6480 189568.5081 189568.7922 189603.4069 189643.4055 189683.4042 189723.4029 189763.4016 189803.4003 189803.2863 189763.2877 189723.2890 189683.2903 189643.9940 189609.2736 189574.3328 189555.4561 ELEVATION 30.39 30.39 31.59 31.59 30.39 30.39 30.39 30.00 29.37 28.55 28.05 28.05 28.55 29.37 30.00 30.39 30.39 30.39 30.39 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, TRAIL.November DWG 27, 10:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C804 40 MULTI-USE TRAIL CURVE AND LINE DATA CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO E E E E E 15+50 16+00 16+50 17+00 17+50 18+00 18+50 5025.5024.0 8 6 5024.0 5024.0 5023.0 5022.0 5021.0 5020.5020.0 2 5020.2 5021.0 5022.0 5024.0 5022.0 329 C1305 328 C1305 5007 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5007 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 GROUNDWATER ELEV: 5018 ± SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, TRAIL.November DWG 27, 10:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C803 39 MULTI-USE TRAIL PLAN AND PROFILE STA 16+00 - END PROFILE SCALE: MULTI-USE TRAIL STA 16+00 - END LINE MATCH STA 16+00 MATCH LINE STA 16+00 NOTES: LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T E S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY 93 141 201 0 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 WEST ELIZABETH STREET SOUTH SHIELDS STREET N: 126454.67 17002 E: 189500.12 17004 17006 17007 17008 17009 17010 17011 17012 17013 17014 17015 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17031 17032 17033 17034 17035 17005 17016 17003 17030 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE N89°04'21"W SECTION LINE 5026.0 5025.0 5026.0 5026.0 5026.0 5026.0 5026.0 5025.5024.0 8 6 5024.0 5024.0 E 1/4 CORNER 15-7-69 329 328 C1305 C1305 C1305 328 C1305 10016 10017 10018 10019 10020 10021 5007 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5007 5008 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 GROUNDWATER ELEV: 5018 ± BEDROCK ELEV: 5011.8± BEDROCK ELEV: 5012.4± 19"x30" HERCP SEE SHEET C906 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, TRAIL.November DWG 27, 10:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C802 38 MULTI-USE TRAIL PLAN AND PROFILE STA 13+00 - 16+00 PROFILE SCALE: MULTI-USE TRAIL STA 13+00 - 16+00 MATCH LINE STA 16+00 LINE MATCH STA 16+00 LINE MATCH STA 13+00 MATCH LINE STA 13+00 NOTES: LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY 93 141 201 262 323 398 0 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 WEST ELIZABETH STREET SOUTH SHIELDS STREET N: 126454.67 17000 17001 E: 189500.12 17002 17004 17007 17008 17009 17010 17011 17012 17013 17014 17015 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17031 17032 17033 17034 17035 17036 17016 17003 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE N89°04'21"W SECTION LINE 5027.0 5027.0 5027.2 5026.0 5026.0 5026.0 5026.0 5025.0 5026.0 5026.0 5026.0 5026.0 5026.0 E 1/4 CORNER 15-7-69 328 C1305 329 328 C1305 C1305 10016 10017 10018 10019 10020 10021 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 5010 5012 5014 5016 5018 5020 5022 5024 5026 5028 5030 5032 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 GROUNDWATER ELEV: 5018 ± SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, TRAIL.November DWG 27, 10:2017 07 AM By: Rhonda Bunner R. Bunner K. Meyer PROFILE SCALE: SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MULTI-USE TRAIL STA 10+00 - 13+00 1"=20' C801 37 MULTI-USE TRAIL PLAN AND PROFILE STA 10+00 - 13+00 MATCH LINE STA 13+00 LINE MATCH STA 13+00 NOTES: LEGEND: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 5015 5016 5018 5020 5022 5024 5026 5028 5030 5015 5016 5018 5020 5022 5024 5026 5028 5030 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 Flowine Line Table (East of Shields St.) LINE L7 L9 L11 L13 L14 L15 L17 L19 LENGTH 116.15' 25.53' 100.85' 16.15' 193.92' 16.50' 14.02' 37.11' BEARING N00°33'42.10"E S89°42'17.34"E N84°48'42.68"E S45°00'00.00"E S89°32'01.70"E N45°00'00.00"W S89°32'01.70"E S00°10'27.84"W BEGIN LINE N: 126328.52 E: 189532.31 N: 126474.35 E: 189563.60 N: 126474.73 E: 189601.07 N: 126479.52 E: 189713.47 N: 126468.10 E: 189724.89 N: 126466.52 E: 189918.80 N: 126481.60 E: 189908.56 N: 126471.40 E: 189932.49 END LINE N: 126444.67 E: 189533.45 N: 126474.22 E: 189589.13 N: 126483.85 E: 189701.51 N: 126468.10 E: 189724.89 N: 126466.52 E: 189918.80 N: 126478.19 E: 189907.13 N: 126481.49 E: 189922.58 N: 126434.29 E: 189932.38 Flowline Curve Table (East of Shields St.) CURVE C6 C7 C8 C9 C10 DELTA 89°41'10" 5°29'00" 50°11'17" 135°27'58" 90°02'12" RADIUS 30.00' 125.00' 15.00' 2.00' 10.00' LENGTH 46.96' 11.96' 13.14' 4.73' 15.71' BEARING N45°27'08"E N87°33'13"E S70°05'39"E N22°43'59"E S44°30'56"E CHORD 42.31' 11.96' 12.72' 3.70' 14.15' BEGIN CURVE N: 126444.67 E: 189533.45 N: 126474.22 E: 189589.13 N: 126483.85 E: 189701.51 N: 126478.19 E: 189907.13 N: 126481.49 E: 189922.58 END CURVE N: 126474.35 E: 189563.60 N: 126474.73 E: 189601.07 N: 126479.52 E: 189713.47 N: 126481.60 E: 189908.56 N: 126471.40 E: 189932.49 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, ELIZABETH November P&P.DWG 27, 8:2017 57 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C704 36 W. ELIZABETH STREET (E. OF SHIELDS ST.) PLAN AND PROFILE STAT 23+50 - END LEGEND: NOTES: RIGHT FLOWLINE PROFILE W. ELIZABETH STREET LINE MATCH STA 23+50 MATCH LINE STA 23+50 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T E S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE D (SEE SHEET C905) E 1/4 CORNER 15-7-69 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE N: 126454.67 E: 189500.12 WEST ELIZABETH STREET SOUTH SHIELDS STREET 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 301 C1302 304 C1302 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) 301 C1302 304 C1302 C1302 N89°04'21"W SECTION LINE 5014 5016 5018 5020 5022 5024 5026 5028 5030 5014 5016 5018 5020 5022 5024 5026 5028 5030 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, ELIZABETH November P&P.DWG 27, 8:2017 57 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C703 35 W. ELIZABETH STREET (E. OF SHIELDS ST.) PLAN AND PROFILE STA 20+00 - 23+50 LEGEND: NOTES: RIGHT FLOWLINE PROFILE W. ELIZABETH STREET LINE MATCH STA 23+50 MATCH LINE STA 23+50 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) E 1/4 CORNER 15-7-69 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE N: 126454.67 E: 189500.12 STORM DRAIN LINE D (SEE SHEET C905) WEST ELIZABETH STREET SOUTH SHIELDS STREET 13+50 14+00 14+50 15+00 15+50 16+00 301 C1302 304 C1302 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) 304 C1302 302 C1302 N89°04'21"W SECTION LINE 5015 5016 5018 5020 5022 5024 5026 5028 5030 5015 5016 5018 5020 5022 5024 5026 5028 5030 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 Flowine Line Table (West of Shields St.) LINE L1 L2 L3 L4 L5 L6 LENGTH 90.32' 308.88' 6.63' 12.80' 53.00' 54.93' BEARING N00°34'26.97"E N89°04'05.00"W S66°23'34.70"W N89°10'16.88"W N89°10'16.88"W N89°10'16.88"W BEGIN LINE N: 126347.01 E: 189465.67 N: 126467.64 E: 189437.06 N: 126471.83 E: 189124.06 N: 126468.34 E: 189113.83 N: 126468.53 E: 189101.03 N: 126469.29 E: 189048.04 END LINE N: 126437.33 E: 189466.57 N: 126472.67 E: 189128.22 N: 126469.18 E: 189117.98 N: 126468.53 E: 189101.03 N: 126469.29 E: 189048.04 N: 126470.09 E: 188993.12 Flowline Curve Table (West of Shields St.) CURVE C1 C2 C3 C4 C5 DELTA 89°40'38" 24°32'20" 24°26'08" 89°48'29" 90°11'31" RADIUS 30.00' 10.00' 10.00' 10.00' 10.00' LENGTH 46.95' 4.28' 4.26' 15.67' 15.74' BEARING N44°13'46"W S78°39'45"W S78°36'39"W N44°16'03"W S45°43'57"W CHORD 42.31' 4.25' 4.23' 14.12' 14.17' BEGIN CURVE N: 126437.33 E: 189466.57 N: 126472.67 E: 189128.22 N: 126469.18 E: 189117.98 N: 126459.18 E: 189057.89 N: 126468.53 E: 189101.03 END CURVE N: 126467.64 E: 189437.06 N: 126471.83 E: 189124.06 N: 126468.34 E: 189113.83 N: 126469.29 E: 189048.04 N: 126458.64 E: 189090.89 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, ELIZABETH November P&P.DWG 27, 8:2017 57 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C702 34 W. ELIZABETH STREET (W. OF SHIELDS ST.) PLAN AND PROFILE STA 13+50 - END LEGEND: NOTES: RIGHT FLOWLINE PROFILE W. ELIZABETH STREET LINE MATCH STA 13+50 MATCH LINE STA 13+50 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 FO FO FO FO FO FO FO FO FO FO 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY STORM DRAIN LINE F2 (SEE SHEET C906) N89°04'21"W SECTION LINE STORM DRAIN LINE F (SEE SHEET C907) WEST ELIZABETH STREET 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 305 C1302 301 C1302 302 C1302 5020 5022 5024 5026 5028 5030 5032 5034 5020 5022 5024 5026 5028 5030 5032 5034 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, ELIZABETH November P&P.DWG 27, 8:2017 57 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C701 33 W. ELIZABETH STREET (W. OF SHIELDS ST.) PLAN AND PROFILE STA 10+00 - 13+50 LEGEND: NOTES: RIGHT FLOWLINE PROFILE W. ELIZABETH STREET LINE MATCH STA 13+50 MATCH LINE STA 13+50 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO ZV ZV ZV ZV ZV ZV FO FO FO FO FO CO IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE IRR IRR UGE UGE UGE UGE UGE UGE UGE UGE UGE CB CB ST ST ST ST ST ST ST STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) STMH A-PH1 N: 126191.49 E: 189812.57 STMH A1-PH1 N: 126476.22 E: 189812.57 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, UTILITY.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C603 32 UTILITY PLAN KEYMAP MATCHLINE-SEE SHEET C602 C603 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Civil Package C1-316 C1-316 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T E W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY CTV ST ST ST ST IRR IRR IRR IRR IRR IRR FO IRR WEST ELIZABETH STREET SOUTH SHIELDS STREET STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE A (SEE SHEET C903 - C904) STORM DRAIN LINE B (SEE SHEET C904) STORM DRAIN LINE D (SEE SHEET C905) STORM DRAIN LINE E (SEE SHEET C906) STORM DRAIN LINE F2 (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) E 1/4 CORNER 15-7-69 N: 126454.67 E: 189500.12 N00°29'55"E SECTION LINE EXISTING PLAN AND PROFILE OF 15" SEWER (SEE SHEET C1201) STMH A2-PH1 N: 126478.69 E: 189535.99 END N: 126406.19 E: 189556.04 BEGIN N: 126407.26 E: 189455.25 STMH D-PH4 N: 126390.86 E: 189602.40 INLET D1-PH4 N: 126385.76 E: 189533.98 STMH F1-PH6 N: 126396.91 E: 189424.03 INLET E3-PH5 N: 126466.80 E: 189417.25 STMH F2-PH6 N: 126437.14 E: 189376.19 STMH F3-PH6 N: 126439.56 E: 189340.66 STMH B-PH2 N: 126537.22 E: 189536.67 INLET B1-PH2 N: 126536.57 E: 189559.23 INLET F3A-PH6 N: 126428.79 E: 189340.54 INLET F-PH6 N: 126390.51 E: 189455.24 S00°29'45"W SECTION LINE VAULT IN N: 126403.14 TRENCH OUT E: 189596.86 N: 126402.17 E: 189558.17 TRENCH IN N: 126402.19 E: 189556.00 WET WELL VAULT (SEE SHEET C1002) TRENCH DRAIN (SEE SHEET C1001) TRENCH DRAIN (SEE SHEET C1001) TRENCH OUT N: 126403.27 E: 189455.21 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) N89°04'21"W SECTION LINE STMH E2-PH5 N: 126458.57 E: 189447.09 STMH E1-PH5 N: 126457.43 E: 189469.80 STMH D2-PH4 N: 126388.15 E: 189469.02 3.0' SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, UTILITY.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C602 31 UTILITY PLAN KEYMAP MATCHLINE-SEE SHEET C601 MATCHLINE-SEE SHEET C603 C602 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility LEGEND: NOTES: CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NOTE: CONTRACTOR TO SUPPORT IN PLACE ALL EXISTING UTILITIES DURING CONSTRUCTION Civil Package C1-316 C1-316 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY WEST ELIZABETH STREET STORM DRAIN LINE F2 (SEE SHEET C906) STORM DRAIN LINE F (SEE SHEET C907) N89°04'21"W SECTION LINE STMH F3-PH6 N: 126439.56 E: 189340.66 STMH F4-PH6 N: 126443.08 E: 189155.64 STMH F5-PH6 N: 126462.06 E: 189155.95 INLET F3A-PH6 N: 126428.79 E: 189340.54 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, UTILITY.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C601 30 UTILITY PLAN LEGEND: NOTES: KEYMAP C601 MATCHLINE-SEE SHEET C602 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility Civil Package C1-316 C1-316 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS DETAIL Monday, GRADING-November 2.DWG 27, 8:2017 54 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C505 1"=10' C505 29 UNDERPASS DETAILED GRADING PLAN EAST UNDERPASS ENTRY LEGEND: NOTES: Civil Package C1-316 C1-316 STORM DRAIN LINE F (SEE SHEET C907) STORM DRAIN LINE D (SEE SHEET C905) TRENCH DRAIN (SEE SHEET C1001) TRENCH DRAIN (SEE SHEET C1001) 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) 328 C1305 307 C1302 329 C1305 328 C1305 329 C1305 N89°04'21"W SECTION LINE SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Friday, DETAIL January GRADING.12, DWG 8:2018 07 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =10' 10' 0 10' 20' 30' (True scale for 22x34 sheet size) 1"=10' C504 28 UNDERPASS DETAILED GRADING PLAN KEYMAP C504 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: Civil Package C1-316 C1-316 5022.4 5022.2 5022.0 5021.8 5021.6 5021.4 5021.2 5021.0 5020.8 5023.2 5022.8 5022.6 5022.4 5022.2 5022.0 5021.8 5021.6 5021.4 5021.0 5020.8 5020.6 5021.2 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, GRADING.January DWG 15, 11:2018 33 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C502 C503 1"=20' C503 27 GRADING PLAN LEGEND: NOTES: Civil Package C1-316 C1-316 UNDERPASS DETAILED GRADING PLAN (SEE SHEET C504) STORM DRAIN LINE F2 (SEE SHEET C906) TRENCH DRAIN (SEE SHEET C1001) TRENCH DRAIN (SEE SHEET C1001) 9'x14' BOX CULVERT (SEE SHEET C901) 12" DRAIN LINE (SEE SHEET C902) 5025.8 329 C1305 328 C1305 307 C1302 301 C1302 301 C1302 304 C1302 304 C1302 301 C1302 302 C1302 WET WELL VAULT (SEE SHEET C1002) 329 C1305 5023.2 5023.4 5023.6 5023.8 5024.2 5024.4 5026.6 5026.4 5026.2 5025.8 5025.6 5026.8 5026.6 5026.4 5026.4 5026.6 5026.2 5026.4 5026.6 5026.8 5025.4 5025.6 5026.2 5026.4 5026.6 5026.8 5026.8 5026.6 5026.4 5026.2 5026.0 5025.8 5025.8 5025.2 5024.8 5024.6 5024.4 5024.2 5023.8 5023.6 5023.4 5026.8 5027.0 5026.6 5026.4 5026.2 5025.8 5025.6 5026.0 5025.4 5025.2 5025.0 5024.8 5024.6 5024.4 5024.2 5024.0 5023.8 5023.6 5023.4 328 C1305 302 C1302 5023.0 5023.2 302 C1302 N89°04'21"W SECTION LINE 303 C1302 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, GRADING.January DWG 15, 11:2018 33 AM By: Rhonda Bunner R. Bunner K. Meyer KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C501 MATCHLINE-SEE SHEET C503 C502 1"=20' C502 26 GRADING PLAN SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' LEGEND: NOTES: Civil Package C1-316 C1-316 5027.2 5026.8 5028.2 5028.0 5027.8 5027.6 5026.8 5026.6 5026.4 5026.2 5026.8 5026.8 5026.6 5026.4 5026.2 5025.8 5026.6 5026.4 5026.4 5026.6 5026.8 5026.2 5025.8 5026.2 5026.4 5026.6 329 C1305 328 C1305 307 C1302 303 C1302 301 C1302 305 C1302 302 C1302 302 C1302 303 C1302 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, GRADING.January DWG 15, 11:2018 33 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C501 25 GRADING PLAN KEYMAP C501 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C502 SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' LEGEND: NOTES: Civil Package C1-316 C1-316 COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C402 C403 1"=20' C403 23 EROSION CONTROL PLAN LEGEND: NOTES: 4924 VTC IP SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' Civil Package C1-316 C1-316 5026 5026 5026 5027 5027 5026 5025 5024 5026 5026 5026 5027 5026 5025 5024 5024 5025 5024 5025 N00°29'55"E SECTION LINE S00°29'45"W SECTION LINE N89°04'21"W SECTION LINE IP IP IP IP IP IP BOX CULVERT (SEE SHEET C901) DRAIN LINE (SEE SHEET C902) STORM DRAIN LINE F2 (SEE SHEET C906) SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, EROSION.November DWG 27, 8:2017 47 AM By: Rhonda Bunner R. Bunner K. Meyer KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C401 MATCHLINE-SEE SHEET C403 C402 1"=20' C402 22 EROSION CONTROL PLAN LEGEND: NOTES: 4924 VTC IP SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' Civil Package C1-316 C1-316 5026 5026 5026 5026 5027 N89°04'21"W SECTION LINE IP SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, EROSION.November DWG 27, 8:2017 47 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C401 21 EROSION CONTROL PLAN KEYMAP C401 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C402 LEGEND: NOTES: 4924 VTC IP Civil Package C1-316 C1-316 ONLY ONLY PROPOSED SIGNAL HEADS PROPOSED PEDESTRIAN SIGNS 2 1 5 2 P E D F Y A 3 4 PED FYA 6 P E D F Y A 7 PED FYA 8 1 3 C1-316 C1-316 C1-316 C1-316 C A D B F STRIPING AND SIGNAGE LEGEND: G 3 4 5 6 7 Civil Package C1-316 C1-316 8. 1 9 ' C C TURN RIGHT MUST RIGHT LANE SPEED LIMIT 30 BIKE LANE D 7 6 1 N89°04'21"W SECTION LINE B D 6 B 6 F SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, PAVEMENT.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C301 MATCHLINE-SEE SHEET C303 C302 1"=20' C302 17 PAVING, SIGNAGE AND STRIPING PLAN LEGEND: NOTES: 1 2 E C A D B F STRIPING AND SIGNAGE LEGEND: G 3 4 5 6 7 Civil Package C1-316 C1-316 C1305 301 C1305 324 C1304 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, PAVEMENT.January DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C301 16 PAVING, SIGNAGE AND STRIPING PLAN KEYMAP C301 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C302 LEGEND: NOTES: 1 2 E C A D B F STRIPING AND SIGNAGE LEGEND: G 3 4 5 6 7 Civil Package C1-316 C1-316 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 27°17'01" 5°27'24" 5°27'24" 5°27'24" 3°22'23" 2°50'00" 4°36'03" 4°36'33" 4°37'19" 4°38'22" 4°39'42" 4°41'20" 4°43'15" 4°45'29" RADIUS 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' LENGTH 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 5.00' 1.00' 1.00' 1.00' 0.62' 0.96' 1.57' 1.57' 1.57' 1.58' 1.59' 1.60' 1.61' 1.62' BEARING S48°31'27"E S53°58'51"E S59°26'16"E S64°53'40"E S70°21'04"E S75°48'28"E N87°49'19"E N71°27'06"E N65°59'42"E N60°32'17"E N56°07'24"E N61°43'50"E N65°26'51"E N70°03'10"E N74°40'06"E N79°17'57"E N83°56'59"E N88°37'31"E S86°40'12"E S81°55'50"E CHORD 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 4.95' 1.00' 1.00' 1.00' 0.62' 0.96' 1.57' 1.57' 1.57' 1.58' 1.59' 1.60' 1.61' 1.62' BEGIN CURVE N: 126450.21 E: 189569.20 N: 126449.55 E: 189569.95 N: 126448.96 E: 189570.75 N: 126448.45 E: 189571.62 N: 126448.03 E: 189572.52 N: 126447.69 E: 189573.46 N: 126447.45 E: 189574.43 N: 126447.63 E: 189579.38 N: 126447.95 E: 189580.33 N: 126448.36 E: 189581.24 N: 126448.85 E: 189582.11 N: 126449.20 E: 189582.62 N: 126449.65 E: 189583.47 N: 126450.30 E: 189584.90 N: 126450.84 E: 189586.37 N: 126451.25 E: 189587.89 N: 126451.55 E: 189589.44 N: 126451.71 E: 189591.02 N: 126451.75 E: 189592.61 N: 126451.66 E: 189594.22 END CURVE N: 126449.55 E: 189569.95 N: 126448.96 E: 189570.75 N: 126448.45 E: 189571.62 N: 126448.03 E: 189572.52 N: 126447.69 E: 189573.46 N: 126447.45 E: 189574.43 N: 126447.63 E: 189579.38 N: 126447.95 E: 189580.33 N: 126448.36 E: 189581.24 N: 126448.85 E: 189582.11 N: 126449.20 E: 189582.62 N: 126449.65 E: 189583.47 N: 126450.30 E: 189584.90 N: 126450.84 E: 189586.37 N: 126451.25 E: 189587.89 N: 126451.55 E: 189589.44 N: 126451.71 E: 189591.02 N: 126451.75 E: 189592.61 N: 126451.66 E: 189594.22 N: 126451.43 E: 189595.82 East Stairs Curve Table CURVE C66 C67 C68 C69 C70 C71 C72 C73 C74 C75 C76 C77 C78 C79 C80 C81 C82 C83 C84 C85 DELTA 4°48'02" 4°50'54" 4°54'07" 4°57'40" 5°01'35" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 27°17'01" 5°27'24" 5°27'24" 5°04'57" 0°13'28" 5°27'24" 5°27'24" 5°27'24" 5°27'24" RADIUS 19.50' 19.50' 19.50' 19.50' 19.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 10.50' 10.50' 10.50' 10.50' 10.50' LENGTH 1.63' 1.65' 1.67' 1.69' 1.71' 1.67' 1.67' 1.67' 1.67' 1.67' 1.67' 8.33' 1.67' 1.67' 1.55' 0.04' 1.00' 1.00' 1.00' 1.00' BEARING S77°09'05"E S72°19'37"E S67°27'06"E S62°31'13"E S57°31'36"E S48°31'27"E S53°58'51"E S59°26'16"E S64°53'40"E S70°21'04"E S75°48'28"E N87°49'19"E N71°27'06"E N65°59'42"E N60°43'31"E N58°17'47"E N61°08'13"E N66°35'37"E N72°03'01"E N77°30'26"E CHORD 1.63' 1.65' 1.67' 1.69' 1.71' 1.67' 1.67' 1.67' 1.67' 1.67' 1.67' 8.25' 1.67' 1.67' 1.55' 0.04' 1.00' 1.00' 1.00' 1.00' BEGIN CURVE N: 126451.43 E: 189595.82 N: 126451.07 E: 189597.41 N: 126450.57 E: 189598.98 N: 126449.93 E: 189600.52 N: 126449.15 E: 189602.02 N: 126445.19 E: 189564.32 N: 126444.09 E: 189565.56 N: 126443.11 E: 189566.91 N: 126442.26 E: 189568.35 N: 126441.55 E: 189569.86 N: 126440.99 E: 189571.42 N: 126440.59 E: 189573.04 N: 126440.90 E: 189581.29 N: 126441.43 E: 189582.87 N: 126442.11 E: 189584.39 N: 126442.87 E: 189585.74 N: 126442.89 E: 189585.78 N: 126443.37 E: 189586.65 N: 126443.77 E: 189587.57 N: 126444.08 E: 189588.52 END CURVE N: 126451.07 E: 189597.41 N: 126450.57 E: 189598.98 N: 126449.93 E: 189600.52 N: 126449.15 E: 189602.02 N: 126448.23 E: 189603.46 N: 126444.09 E: 189565.56 N: 126443.11 E: 189566.91 N: 126442.26 E: 189568.35 N: 126441.55 E: 189569.86 N: 126440.99 E: 189571.42 N: 126440.59 E: 189573.04 N: 126440.90 E: 189581.29 N: 126441.43 E: 189582.87 N: 126442.11 E: 189584.39 N: 126442.87 E: 189585.74 N: 126442.89 E: 189585.78 N: 126443.37 E: 189586.65 N: 126443.77 E: 189587.57 N: 126444.08 E: 189588.52 N: 126444.29 E: 189589.50 East Stairs Curve Table CURVE C86 C87 C88 C89 C90 C91 C92 C93 C94 C95 DELTA 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" RADIUS 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' LENGTH 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' BEARING N82°57'50"E N88°25'14"E S86°07'22"E S80°39'57"E S75°12'33"E S69°45'09"E S64°17'44"E S58°50'20"E S53°22'56"E S47°55'32"E CHORD 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' BEGIN CURVE N: 126444.29 E: 189589.50 N: 126444.41 E: 189590.49 N: 126444.44 E: 189591.49 N: 126444.37 E: 189592.49 N: 126444.21 E: 189593.47 N: 126443.96 E: 189594.44 N: 126443.61 E: 189595.38 N: 126443.18 E: 189596.28 N: 126442.66 E: 189597.13 N: 126442.06 E: 189597.94 END CURVE N: 126444.41 E: 189590.49 N: 126444.44 E: 189591.49 N: 126444.37 E: 189592.49 N: 126444.21 E: 189593.47 N: 126443.96 E: 189594.44 N: 126443.61 E: 189595.38 N: 126443.18 E: 189596.28 N: 126442.66 E: 189597.13 N: 126442.06 E: 189597.94 N: 126441.39 E: 189598.68 200 C1301 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, DETAIL November SITE.DWG 27, 8:2017 26 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =5' 5' 0 5' 10' 15' (True scale for 22x34 sheet size) 1"=5' C207 15 EAST SIDE UNDERPASS DETAILED HORIZONTAL CONTROL PLAN KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R C207 LEGEND: NOTES: VERTICAL DATUM: COORDINATE CONTROL: BASIS OF BEARINGS: PROJECT BENCHMARK: 1 Civil Package C1-316 C1-316 S52°52'05.72"E S52°52'05.72"E S52°52'05.72"E BEGIN LINE N: 126445.71 E: 189420.22 N: 126445.25 E: 189420.83 N: 126444.68 E: 189421.58 N: 126444.09 E: 189422.35 N: 126443.50 E: 189423.14 END LINE N: 126445.25 E: 189420.83 N: 126444.68 E: 189421.58 N: 126444.09 E: 189422.35 N: 126443.50 E: 189423.14 N: 126443.39 E: 189423.28 West Stairs Curve Table CURVE C1 C2 C3 C4 C5 C6 C7 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 DELTA 5°47'37" 5°28'33" 5°12'17" 4°58'25" 4°46'35" 4°36'26" 0°44'03" 4°15'55" 5°27'24" 5°27'24" 5°27'24" 27°35'45" 5°27'24" 5°27'24" 5°51'58" 5°02'51" 5°27'24" 5°27'24" 5°27'24" 5°27'24" RADIUS 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 19.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 17.50' 17.50' LENGTH 1.97' 1.86' 1.77' 1.69' 1.63' 1.57' 0.25' 0.78' 1.00' 1.00' 1.00' 5.06' 1.00' 1.00' 1.07' 0.93' 1.00' 1.00' 1.67' 1.67' BEARING S81°32'12"E S75°54'08"E S70°33'43"E S65°28'22"E S60°35'52"E S55°54'22"E S53°14'07"E S50°54'19"E S55°45'59"E S61°13'23"E S66°40'48"E S83°12'22"E N80°16'03"E N74°48'39"E N69°08'58"E N63°41'34"E N58°26'26"E N52°59'02"E S52°59'02"W S58°26'26"W CHORD 1.97' 1.86' 1.77' 1.69' 1.63' 1.57' 0.25' 0.78' 1.00' 1.00' 1.00' 5.01' 1.00' 1.00' 1.07' 0.92' 1.00' 1.00' 1.67' 1.67' BEGIN CURVE N: 126449.57 E: 189410.34 N: 126449.28 E: 189412.29 N: 126448.82 E: 189414.10 N: 126448.24 E: 189415.77 N: 126447.53 E: 189417.31 N: 126446.73 E: 189418.72 N: 126445.86 E: 189420.02 N: 126443.39 E: 189423.28 N: 126442.90 E: 189423.89 N: 126442.33 E: 189424.72 N: 126441.85 E: 189425.59 N: 126441.46 E: 189426.51 N: 126440.86 E: 189431.48 N: 126441.03 E: 189432.47 N: 126441.29 E: 189433.43 N: 126441.68 E: 189434.44 N: 126442.09 E: 189435.27 N: 126442.61 E: 189436.12 N: 126437.83 E: 189441.39 N: 126436.83 E: 189440.06 END CURVE N: 126449.28 E: 189412.29 N: 126448.82 E: 189414.10 N: 126448.24 E: 189415.77 N: 126447.53 E: 189417.31 N: 126446.73 E: 189418.72 N: 126445.86 E: 189420.02 N: 126445.71 E: 189420.22 N: 126442.90 E: 189423.89 N: 126442.33 E: 189424.72 N: 126441.85 E: 189425.59 N: 126441.46 E: 189426.51 N: 126440.86 E: 189431.48 N: 126441.03 E: 189432.47 N: 126441.29 E: 189433.43 N: 126441.68 E: 189434.44 N: 126442.09 E: 189435.27 N: 126442.61 E: 189436.12 N: 126443.21 E: 189436.92 N: 126436.83 E: 189440.06 N: 126435.95 E: 189438.64 West Stairs Curve Table CURVE C26 C27 C28 C29 C30 C31 C32 C33 C34 C35 C36 C37 C38 C39 C40 C41 C42 C43 C44 C45 DELTA 5°02'51" 5°51'58" 5°27'24" 5°27'24" 27°35'45" 5°27'24" 5°27'24" 5°21'15" 0°03'42" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" 5°27'24" RADIUS 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 17.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' 10.50' LENGTH 1.54' 1.79' 1.67' 1.67' 8.43' 1.67' 1.67' 1.64' 0.01' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' BEARING S63°41'34"W S69°08'58"W S74°48'39"W S80°16'03"W N83°12'22"W N66°40'48"W N61°13'23"W N55°49'04"W N53°10'17"W N55°55'50"W N61°23'14"W N66°50'39"W N72°18'03"W N77°45'27"W N83°12'51"W N88°40'16"W S85°52'20"W S80°24'56"W S74°57'32"W S69°30'07"W CHORD 1.54' 1.79' 1.67' 1.67' 8.35' 1.67' 1.67' 1.63' 0.01' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' 1.00' BEGIN CURVE N: 126435.95 E: 189438.64 N: 126435.27 E: 189437.26 N: 126434.63 E: 189435.59 N: 126434.20 E: 189433.98 N: 126433.92 E: 189432.34 N: 126434.90 E: 189424.05 N: 126435.56 E: 189422.52 N: 126436.37 E: 189421.06 N: 126437.28 E: 189419.71 N: 126437.29 E: 189419.70 N: 126437.85 E: 189418.87 N: 126438.33 E: 189417.99 N: 126438.72 E: 189417.07 N: 126439.03 E: 189416.12 N: 126439.24 E: 189415.14 N: 126439.36 E: 189414.15 N: 126439.38 E: 189413.15 N: 126439.31 E: 189412.15 N: 126439.14 E: 189411.17 N: 126438.88 E: 189410.20 END CURVE N: 126435.27 E: 189437.26 N: 126434.63 E: 189435.59 N: 126434.20 E: 189433.98 N: 126433.92 E: 189432.34 N: 126434.90 E: 189424.05 N: 126435.56 E: 189422.52 N: 126436.37 E: 189421.06 N: 126437.28 E: 189419.71 N: 126437.29 E: 189419.70 N: 126437.85 E: 189418.87 N: 126438.33 E: 189417.99 N: 126438.72 E: 189417.07 N: 126439.03 E: 189416.12 N: 126439.24 E: 189415.14 N: 126439.36 E: 189414.15 N: 126439.38 E: 189413.15 N: 126439.31 E: 189412.15 N: 126439.14 E: 189411.17 N: 126438.88 E: 189410.20 N: 126438.53 E: 189409.27 1.00' 1.00' 1.00' 1.00' 200 C1301 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, DETAIL November SITE.DWG 27, 8:2017 26 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =5' 5' 0 5' 10' 15' (True scale for 22x34 sheet size) 1"=5' C206 14 WEST SIDE UNDERPASS DETAILED HORIZONTAL CONTROL PLAN KEYMAP C206 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R LEGEND: NOTES: VERTICAL DATUM: COORDINATE CONTROL: BASIS OF BEARINGS: PROJECT BENCHMARK: 1 Civil Package C1-316 C1-316 N: 126438.94 E: 189599.94 Inside Wall Curve Table CURVE IWC45 IWC46 IWC47 IWC48 IWC49 IWC50 IWC51 IWC52 IWC53 IWC54 IWC55 IWC56 DELTA 35°55'03" 9°22'01" 52°26'58" 52°35'05" 84°52'40" 155°59'40" 65°58'06" 19°23'53" 84°42'51" 156°53'05" 44°23'28" 119°51'38" RADIUS 10.00' 46.00' 10.00' 20.00' 10.00' 10.00' 10.00' 24.00' 18.00' 10.00' 20.00' 9.25' LENGTH 6.27' 7.52' 9.15' 18.36' 14.81' 27.23' 11.51' 8.13' 26.61' 27.38' 15.50' 19.35' BEARING S44°24'42"E N57°41'13"W S79°13'42"E N79°09'38"W S47°33'40"E S53°49'27"E N86°07'29"W S18°13'24"W N84°30'08"E S10°56'56"E S67°11'44"E N55°17'20"W CHORD 6.17' 7.51' 8.84' 17.72' 13.50' 19.56' 10.89' 8.09' 24.25' 19.59' 15.11' 16.01' BEGIN CURVE N: 126459.51 E: 189383.78 N: 126451.09 E: 189394.44 N: 126451.09 E: 189394.44 N: 126446.11 E: 189420.52 N: 126459.27 E: 189398.80 N: 126455.38 E: 189421.08 N: 126436.88 E: 189419.41 N: 126436.66 E: 189419.72 N: 126436.88 E: 189419.41 N: 126434.66 E: 189437.09 N: 126421.30 E: 189424.86 N: 126444.81 E: 189452.15 END CURVE N: 126455.10 E: 189388.09 N: 126455.10 E: 189388.09 N: 126449.44 E: 189403.12 N: 126449.44 E: 189403.12 N: 126450.16 E: 189408.77 N: 126443.83 E: 189436.87 N: 126437.62 E: 189408.54 N: 126428.98 E: 189417.19 N: 126439.21 E: 189443.55 N: 126415.42 E: 189440.81 N: 126415.44 E: 189438.79 N: 126453.92 E: 189438.99 Inside Wall Curve Table CURVE IWC57 IWC58 IWC59 IWC60 IWC61 IWC62 IWC63 IWC64 IWC65 IWC66 IWC67 IWC68 DELTA 119°51'38" 136°11'23" 59°50'12" 19°41'53" 83°59'41" 79°16'36" 30°36'32" 91°48'58" 84°14'16" 150°37'42" 40°54'55" 121°27'28" RADIUS 9.25' 10.00' 10.00' 46.00' 10.00' 20.00' 20.00' 10.00' 18.00' 15.00' 28.00' 10.00' LENGTH 19.35' 23.77' 10.44' 15.81' 14.66' 27.67' 10.68' 16.02' 26.46' 39.43' 20.00' 21.20' BEARING S60°00'00"W N68°10'23"E S45°03'42"W S65°07'51"W N82°43'15"W N80°21'42"W N75°18'16"E N75°54'29"W N79°41'50"W N15°17'41"E N06°30'45"W N61°49'23"E CHORD 16.01' 18.56' 9.98' 15.74' 13.38' 25.52' 10.56' 14.36' 24.14' 29.02' 19.57' 17.45' BEGIN CURVE N: 126461.05 E: 189568.01 N: 126450.82 E: 189569.29 N: 126457.27 E: 189642.05 N: 126450.23 E: 189634.99 N: 126443.61 E: 189620.71 N: 126445.30 E: 189607.44 N: 126414.08 E: 189567.20 N: 126438.94 E: 189599.94 N: 126442.44 E: 189586.01 N: 126414.15 E: 189559.87 N: 126422.40 E: 189587.20 N: 126449.23 E: 189602.86 END CURVE N: 126453.05 E: 189554.15 N: 126457.72 E: 189586.52 N: 126450.23 E: 189634.99 N: 126443.61 E: 189620.71 N: 126445.30 E: 189607.44 N: 126449.58 E: 189582.28 N: 126416.75 E: 189577.41 N: 126442.44 E: 189586.01 N: 126446.76 E: 189562.25 N: 126442.15 E: 189567.52 N: 126441.85 E: 189584.98 N: 126457.47 E: 189618.24 Sidewalk Line Table LINE SWL126 SWL127 SWL128 SWL129 SWL130 SWL131 SWL132 SWL133 SWL134 SWL135 SWL136 SWL137 SWL138 SWL139 SWL141 SWL143 SWL144 SWL146 SWL147 LENGTH 5.94' 47.46' 141.96' 2.00' 9.52' 25.34' 13.07' 6.18' 14.15' 12.88' 25.32' 11.93' 127.60' 10.10' 7.91' 25.23' 14.03' 18.34' 2.80' BEARING N89°31'33.39"W N00°33'12.18"E N89°32'01.70"W N00°17'42.66"E S41°46'16.39"E N55°48'21.95"E S89°32'04.61"E S41°46'16.39"E N00°31'43.57"E N00°23'20.06"E N55°39'54.86"E N90°00'00.00"E S89°32'01.70"E S88°43'44.51"E N40°25'10.86"E N00°14'19.51"E N00°00'00.00"E N41°08'22.59"E N89°42'41.27"E BEGIN LINE N: 126348.24 E: 189465.10 N: 126348.29 E: 189459.16 N: 126467.60 E: 189724.68 N: 126471.77 E: 189579.75 N: 126394.46 E: 189556.68 N: 126386.56 E: 189569.57 N: 126389.98 E: 189533.47 N: 126387.21 E: 189552.43 N: 126356.97 E: 189560.74 N: 126356.90 E: 189568.74 N: 126376.32 E: 189572.31 N: 126466.01 E: 189920.02 N: 126442.95 E: 189804.29 N: 126556.60 E: 189535.04 N: 126559.18 E: 189551.41 N: 126589.49 E: 189565.61 N: 126537.82 E: 189558.20 N: 126557.11 E: 189560.18 N: 126570.92 E: 189572.24 END LINE N: 126348.29 E: 189459.16 N: 126395.74 E: 189459.61 N: 126468.75 E: 189582.73 N: 126473.77 E: 189579.76 N: 126387.36 E: 189563.02 N: 126400.81 E: 189590.53 N: 126389.88 E: 189546.53 N: 126382.60 E: 189556.55 N: 126371.12 E: 189560.87 N: 126369.77 E: 189568.83 N: 126390.61 E: 189593.23 N: 126466.01 E: 189931.95 N: 126441.91 E: 189931.88 N: 126556.37 E: 189545.14 N: 126565.21 E: 189556.54 N: 126614.72 E: 189565.72 N: 126551.85 E: 189558.20 N: 126570.92 E: 189572.24 N: 126570.94 E: 189575.05 Sidewalk Curve Table CURVE SWC71 SWC72 SWC73 SWC74 SWC75 SWC76 SWC77 SWC78 SWC79 SWC80 SWC81 SWC82 SWC83 SWC84 DELTA 86°27'49" 89°49'44" 34°57'24" 82°33'49" 21°52'30" 80°36'25" 47°45'48" 42°18'00" 55°16'35" 34°48'03" 87°33'09" 50°51'05" 39°52'33" 41°08'23" RADIUS 3.00' 3.00' 5.00' 5.00' 100.00' 5.00' 8.00' 17.00' 8.00' 90.00' 5.00' 8.00' 38.00' 8.00' LENGTH 4.53' 4.70' 3.05' 7.21' 38.18' 7.04' 6.67' 12.55' 7.72' 54.67' 7.64' 7.10' 26.45' 5.74' BEARING N42°44'10"W N44°37'10"W S24°17'34"E S83°03'11"E S79°31'43"W S70°18'35"E N65°39'11"W N20°37'16"W S28°01'37"W S73°03'57"W N13°46'40"E N65°50'43"E N20°28'50"E N20°34'11"E CHORD 4.11' 4.24' 3.00' 6.60' 37.95' 6.47' 6.48' 12.27' 7.42' 53.83' 6.92' 6.87' 25.92' 5.62' BEGIN CURVE N: 126395.74 E: 189459.61 N: 126468.75 E: 189582.73 N: 126397.20 E: 189555.45 N: 126387.36 E: 189563.02 N: 126416.29 E: 189644.80 N: 126411.57 E: 189601.39 N: 126387.21 E: 189552.43 N: 126371.12 E: 189560.87 N: 126376.32 E: 189572.31 N: 126406.29 E: 189644.72 N: 126400.81 E: 189590.53 N: 126556.37 E: 189545.14 N: 126565.21 E: 189556.54 N: 126551.85 E: 189558.20 END CURVE N: 126398.76 E: 189456.82 N: 126471.77 E: 189579.75 N: 126394.46 E: 189556.68 N: 126386.56 E: 189569.57 N: 126409.39 E: 189607.49 N: 126409.39 E: 189607.49 N: 126389.88 E: 189546.53 N: 126382.60 E: 189556.55 N: 126369.77 E: 189568.83 N: 126390.61 E: 189593.23 N: 126407.53 E: 189592.18 N: 126559.18 E: 189551.41 N: 126589.49 E: 189565.61 N: 126557.11 E: 189560.18 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, January SITE.DWG 15, 8:2018 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C205 13 HORIZONTAL CONTROL LINE, CURVE AND POINT TABLE Civil Package C1-316 C1-316 S45°00'00.00"E S89°23'28.17"E S00°36'31.83"W S88°59'47.98"E S89°42'15.23"E N89°04'05.00"W N82°59'44.34"W BEGIN LINE N: 126457.55 E: 189046.32 N: 126445.26 E: 189057.74 N: 126469.29 E: 189048.04 N: 126347.01 E: 189465.57 N: 126467.64 E: 189437.06 N: 126471.83 E: 189124.06 N: 126468.34 E: 189113.83 N: 126468.53 E: 189101.03 N: 126458.64 E: 189090.89 N: 126433.48 E: 189103.95 N: 126436.96 E: 189104.74 N: 126449.75 E: 189092.36 N: 126445.64 E: 189344.76 N: 126428.72 E: 189363.97 N: 126431.19 E: 189393.76 N: 126398.43 E: 189439.23 N: 126398.28 E: 189454.16 N: 126498.46 E: 188987.63 N: 126508.30 E: 188996.26 N: 126428.37 E: 189361.62 N: 126432.42 E: 189112.65 END LINE N: 126444.28 E: 189054.01 N: 126459.18 E: 189057.89 N: 126470.09 E: 188993.12 N: 126437.33 E: 189466.57 N: 126472.67 E: 189128.22 N: 126469.18 E: 189117.98 N: 126468.53 E: 189101.03 N: 126469.29 E: 189048.04 N: 126448.54 E: 189090.78 N: 126433.57 E: 189103.27 N: 126449.75 E: 189092.36 N: 126445.64 E: 189344.76 N: 126428.74 E: 189361.12 N: 126442.01 E: 189377.27 N: 126407.66 E: 189417.29 N: 126398.28 E: 189454.16 N: 126350.19 E: 189453.64 N: 126498.07 E: 189010.11 N: 126508.22 E: 189010.74 N: 126432.42 E: 189112.65 N: 126433.57 E: 189103.27 Flowine Line Table LINE FL22 FL23 FL24 FL25 FL26 FL27 FL28 FL29 FL30 FL31 FL32 FL33 FL34 FL35 FL36 FL37 FL38 FL39 FL40 FL41 FL42 LENGTH 2.00' 1.68' 8.50' 7.31' 8.50' 9.37' 19.53' 6.83' 116.15' 25.53' 100.85' 16.15' 193.92' 16.50' 14.02' 27.31' 59.88' 13.38' 3.04' 21.59' 3.00' BEARING N45°00'00.00"W S45°00'00.00"W S45°00'00.00"E N45°00'00.00"E S45°00'00.00"E N45°00'00.00"E S87°12'10.63"E S53°06'03.48"W N00°33'42.10"E S89°42'17.34"E N84°48'42.68"E S45°00'00.00"E S89°32'01.70"E N45°00'00.00"W S89°32'01.70"E S00°30'10.23"W N89°37'35.44"W S00°27'58.30"W N90°00'00.00"W S00°27'58.30"W S89°32'01.70"E BEGIN LINE N: 126402.17 E: 189368.33 N: 126403.58 E: 189345.70 N: 126402.39 E: 189344.51 N: 126396.38 E: 189350.52 N: 126401.56 E: 189355.70 N: 126395.54 E: 189361.71 N: 126365.96 E: 189396.88 N: 126354.22 E: 189419.69 N: 126328.52 E: 189532.31 N: 126474.35 E: 189563.60 N: 126474.73 E: 189601.07 N: 126479.52 E: 189713.47 N: 126468.10 E: 189724.89 N: 126466.52 E: 189918.80 N: 126481.60 E: 189908.56 N: 126471.40 E: 189932.49 N: 126440.24 E: 189719.06 N: 126440.63 E: 189659.17 N: 126422.30 E: 189654.07 N: 126422.30 E: 189651.03 N: 126400.70 E: 189650.85 END LINE N: 126403.58 E: 189366.92 N: 126402.39 E: 189344.51 N: 126396.38 E: 189350.52 N: 126401.56 E: 189355.70 N: 126395.54 E: 189361.71 N: 126402.17 E: 189368.33 N: 126365.01 E: 189416.38 N: 126350.12 E: 189414.23 N: 126444.67 E: 189533.45 N: 126474.22 E: 189589.13 N: 126483.85 E: 189701.51 N: 126468.10 E: 189724.89 N: 126466.52 E: 189918.80 N: 126478.19 E: 189907.13 N: 126481.49 E: 189922.58 N: 126444.10 E: 189932.25 N: 126440.63 E: 189659.17 N: 126427.25 E: 189659.07 N: 126422.30 E: 189651.03 N: 126400.70 E: 189650.85 N: 126400.68 E: 189653.85 Flowine Line Table LINE FL43 FL44 FL45 FL46 FL47 FL48 FL49 FL50 FL51 FL52 FL53 FL54 FL55 FL56 FL57 FL58 FL59 FL60 FL61 FL106 LENGTH 12.89' 27.88' 22.71' 22.70' 52.11' 1.07' 0.75' 4.42' 66.94' 0.45' 66.74' 60.03' 60.08' 67.68' 8.48' 8.46' 3.01' 7.13' 24.27' 62.00' BEARING S00°27'58.30"W S89°37'35.44"E N00°51'57.17"E N00°13'15.01"W S88°57'10.97"E N89°05'48.42"W S00°54'11.58"W S88°54'55.52"E N89°09'55.24"W N81°12'58.94"E N80°39'02.72"E S89°05'26.72"E N89°08'19.84"W S80°42'31.40"W N00°26'08.84"E N00°26'08.84"E S00°45'14.59"E S89°40'55.10"E N00°17'18.73"W S48°34'42.66"E BEGIN LINE N: 126395.64 E: 189658.81 N: 126382.75 E: 189658.70 N: 126378.88 E: 189495.63 N: 126378.91 E: 189492.89 N: 126495.76 E: 189163.54 N: 126505.81 E: 189147.67 N: 126501.40 E: 189142.03 N: 126496.08 E: 189146.44 N: 126504.66 E: 189227.28 N: 126501.67 E: 189258.23 N: 126501.74 E: 189258.68 N: 126512.59 E: 189324.53 N: 126513.64 E: 189384.58 N: 126514.54 E: 189324.51 N: 126583.12 E: 189507.44 N: 126583.15 E: 189504.38 N: 126559.60 E: 189534.41 N: 126537.35 E: 189553.98 N: 126550.89 E: 189575.65 N: 126428.13 E: 189362.56 END LINE N: 126382.75 E: 189658.70 N: 126382.57 E: 189686.59 N: 126401.59 E: 189495.97 N: 126401.61 E: 189492.80 N: 126494.81 E: 189215.65 N: 126505.82 E: 189146.60 N: 126500.65 E: 189142.02 N: 126495.99 E: 189150.85 N: 126505.63 E: 189160.34 N: 126501.74 E: 189258.68 N: 126512.59 E: 189324.53 N: 126511.63 E: 189384.55 N: 126514.54 E: 189324.51 N: 126503.62 E: 189257.72 N: 126591.60 E: 189507.51 N: 126591.60 E: 189504.45 N: 126556.59 E: 189534.45 N: 126537.31 E: 189561.10 N: 126575.15 E: 189575.52 N: 126387.11 E: 189409.05 Flowline Curve Table CURVE FC1 FC2 FC3 FC4 FC5 FC6 FC7 FC8 FC9 FC10 FC11 FC12 FC13 FC14 FC15 DELTA 149°17'19" 89°48'29" 89°40'38" 24°32'20" 24°26'08" 90°11'31" 83°37'56" 135°00'00" 90°55'55" 23°27'44" 23°08'04" 21°15'24" 90°00'00" 51°11'03" 89°07'11" RADIUS 2.00' 10.00' 30.00' 10.00' 10.00' 10.00' 15.00' 2.00' 2.00' 48.50' 31.50' 31.50' 15.00' 6.00' 6.00' LENGTH 5.21' 15.67' 46.95' 4.28' 4.26' 15.74' 21.89' 4.71' 3.17' 19.86' 12.72' 11.69' 23.56' 5.36' 9.33' BEARING N75°16'51"E N44°16'03"W N44°13'46"W S78°39'45"W S78°36'39"W S45°43'57"W S41°10'46"E N23°25'55"E S89°32'03"E S56°43'52"E S56°34'02"E S78°45'46"E N90°00'00"W S61°36'39"E S08°32'28"W CHORD 3.86' 14.12' 42.31' 4.25' 4.23' 14.17' 20.00' 3.70' 2.85' 19.72' 12.63' 11.62' 21.21' 5.18' 8.42' BEGIN CURVE N: 126444.28 E: 189054.01 N: 126459.18 E: 189057.89 N: 126437.33 E: 189466.57 N: 126472.67 E: 189128.22 N: 126469.18 E: 189117.98 N: 126468.53 E: 189101.03 N: 126448.54 E: 189090.78 N: 126433.57 E: 189103.27 N: 126428.74 E: 189361.12 N: 126442.01 E: 189377.27 N: 126407.66 E: 189417.29 N: 126400.70 E: 189427.83 N: 126403.58 E: 189366.92 N: 126365.01 E: 189416.38 N: 126362.55 E: 189420.94 END CURVE N: 126445.26 E: 189057.74 N: 126469.29 E: 189048.04 N: 126467.64 E: 189437.06 N: 126471.83 E: 189124.06 N: 126468.34 E: 189113.83 N: 126458.64 E: 189090.89 N: 126433.48 E: 189103.95 N: 126436.96 E: 189104.74 N: 126428.72 E: 189363.97 N: 126431.19 E: 189393.76 N: 126400.70 E: 189427.83 N: 126398.43 E: 189439.23 N: 126403.58 E: 189345.70 N: 126362.55 E: 189420.94 N: 126354.22 E: 189419.69 Flowline Curve Table CURVE FC16 FC17 FC18 FC19 FC20 FC21 FC22 FC23 FC24 FC25 FC26 FC27 FC28 FC29 FC85 DELTA 89°41'10" 5°29'00" 50°11'17" 135°27'58" 90°02'12" 89°32'02" 90°00'00" 182°46'59" 90°00'00" 89°49'07" 170°03'55" 180°00'00" 89°18'52" 86°42'43" 52°20'45" RADIUS 30.00' 125.00' 15.00' 2.00' 10.00' 5.00' 5.00' 1.58' 4.50' 4.50' 1.01' 1.53' 19.50' 14.49' 25.00' LENGTH 46.96' 11.96' 13.14' 4.73' 15.71' 7.81' 7.85' 5.05' 7.07' 7.05' 2.99' 4.81' 30.40' 21.93' 22.84' BEARING N45°27'08"E N87°33'13"E S70°05'39"E N22°43'59"E S44°30'56"E S45°13'59"W S44°32'02"E N89°32'25"W S45°54'12"W S44°00'22"E N00°51'53"E S89°33'51"E S45°24'41"E N46°57'43"E S26°51'37"E CHORD 42.31' 11.96' 12.72' 3.70' 14.15' 7.04' 7.07' 3.17' 6.36' 6.35' 2.01' 3.06' 27.41' 19.90' 22.05' BEGIN CURVE N: 126444.67 E: 189533.45 N: 126474.22 E: 189589.13 N: 126483.85 E: 189701.51 N: 126478.19 E: 189907.13 N: 126481.49 E: 189922.58 N: 126427.25 E: 189659.07 N: 126400.68 E: 189653.85 N: 126401.58 E: 189495.97 N: 126505.82 E: 189146.60 N: 126500.65 E: 189142.02 N: 126511.63 E: 189384.55 N: 126583.15 E: 189504.38 N: 126556.59 E: 189534.45 N: 126537.31 E: 189561.10 N: 126409.57 E: 189080.98 END CURVE N: 126474.35 E: 189563.60 N: 126474.73 E: 189601.07 N: 126479.52 E: 189713.47 N: 126481.60 E: 189908.56 N: 126471.40 E: 189932.49 N: 126422.30 E: 189654.07 N: 126395.64 E: 189658.81 N: 126401.61 E: 189492.80 N: 126501.40 E: 189142.03 N: 126496.08 E: 189146.44 N: 126513.64 E: 189384.58 N: 126583.12 E: 189507.44 N: 126537.35 E: 189553.98 N: 126550.89 E: 189575.65 N: 126389.90 E: 189090.94 Multi-Use Trail Line Table LINE TL62 TL63 TL64 TL65 TL66 TL67 TL68 TL69 TL70 LENGTH 111.17' 181.76' 31.85' 16.95' 100.80' 10.34' 67.56' 138.74' 127.95' BEARING N89°04'05.00"W S89°04'05.00"E S45°00'00.00"E S89°23'28.16"E S89°23'27.59"E S89°23'27.59"E N60°00'00.00"E S89°32'01.70"E S89°32'01.70"E BEGIN LINE N: 126456.35 E: 189178.64 N: 126456.35 E: 189178.64 N: 126436.85 E: 189399.41 N: 126407.45 E: 189438.30 N: 126407.26 E: 189455.25 N: 126406.19 E: 189556.04 N: 126409.23 E: 189578.38 N: 126450.58 E: 189665.60 N: 126449.45 E: 189804.34 END LINE N: 126458.15 E: 189067.49 N: 126453.39 E: 189360.38 N: 126414.33 E: 189421.94 N: 126407.26 E: 189455.25 N: 126406.19 E: 189556.04 N: 126406.08 E: 189566.38 N: 126443.01 E: 189636.90 N: 126449.45 E: 189804.34 N: 126448.41 E: 189932.29 Multi-Use Trail Curve Table CURVE TC30 TC31 TC32 TC33 DELTA 44°04'05" 44°23'28" 30°36'32" 30°27'58" RADIUS 56.50' 23.50' 23.50' 56.50' LENGTH 43.46' 18.21' 12.55' 30.04' BEARING S67°02'03"E S67°11'44"E N75°18'16"E N75°13'59"E CHORD 42.39' 17.76' 12.41' 29.69' BEGIN CURVE N: 126453.39 E: 189360.38 N: 126414.33 E: 189421.94 N: 126406.08 E: 189566.38 N: 126443.01 E: 189636.90 END CURVE N: 126436.85 E: 189399.41 N: 126407.45 E: 189438.30 N: 126409.23 E: 189578.38 N: 126450.58 E: 189665.60 Center of Main Wall Line Table LINE WL71 WL72 WL73 WL74 WL75 WL76 WL77 WL78 WL79 WL80 WL81 WL82 WL83 WL84 WL85 WL86 WL87 WL88 LENGTH 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 19.76' 29.23' 18.97' 20.17' 2.98' 4.92' 14.00' 3.26' 11.11' BEARING S89°04'05.00"E N89°04'05.00"W S89°04'05.00"E N89°04'05.00"W S89°04'05.00"E N89°04'05.00"W S89°04'05.00"E N89°04'05.00"W S89°04'05.00"E N89°04'05.00"W S89°04'05.00"E S55°17'19.76"E N45°00'00.00"W S55°17'19.76"E S00°36'31.83"W S00°36'31.83"W N89°23'28.17"W N45°00'00.00"W BEGIN LINE N: 126463.31 E: 189180.76 N: 126448.70 E: 189218.52 N: 126462.66 E: 189220.75 N: 126448.05 E: 189258.52 N: 126462.01 E: 189260.75 N: 126447.39 E: 189298.51 N: 126461.36 E: 189300.74 N: 126446.74 E: 189338.51 N: 126460.71 E: 189340.74 N: 126446.39 E: 189360.27 N: 126460.06 E: 189380.73 N: 126456.03 E: 189421.02 N: 126417.64 E: 189408.72 N: 126439.53 E: 189444.84 N: 126421.18 E: 189455.90 N: 126414.26 E: 189455.83 N: 126399.40 E: 189442.50 N: 126408.37 E: 189418.00 END LINE N: 126462.69 E: 189218.75 N: 126449.31 E: 189180.53 N: 126462.04 E: 189258.75 N: 126448.66 E: 189220.52 N: 126461.39 E: 189298.74 N: 126448.01 E: 189260.52 N: 126460.74 E: 189338.74 N: 126447.36 E: 189300.51 N: 126460.09 E: 189378.73 N: 126446.71 E: 189340.51 N: 126459.58 E: 189409.96 N: 126445.22 E: 189436.62 N: 126431.90 E: 189394.46 N: 126437.83 E: 189447.29 N: 126416.26 E: 189455.85 N: 126400.26 E: 189455.68 N: 126399.43 E: 189439.24 N: 126416.22 E: 189410.14 Center of Main Wall Line Table LINE WL89 WL90 WL91 WL92 WL93 WL94 WL95 WL96 WL97 WL98 WL99 WL100 WL101 WL102 WL103 WL104 WL105 LENGTH 10.17' 23.37' 6.72' 16.76' 14.00' 8.15' 32.59' 34.94' 16.74' 39.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' BEARING N89°23'28.17"W S00°36'32.56"W N60°00'00.00"E S89°32'01.70"E S00°36'32.56"W N89°23'27.59"W N60°00'00.00"E N60°00'00.00"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E S89°32'01.70"E BEGIN LINE N: 126399.27 E: 189454.67 N: 126438.57 E: 189555.89 N: 126452.19 E: 189569.66 N: 126458.23 E: 189585.64 N: 126413.20 E: 189555.62 N: 126398.10 E: 189564.61 N: 126402.19 E: 189580.18 N: 126419.48 E: 189610.14 N: 126443.58 E: 189665.55 N: 126443.43 E: 189684.29 N: 126458.08 E: 189604.41 N: 126457.75 E: 189644.41 N: 126457.43 E: 189684.40 N: 126457.10 E: 189724.40 N: 126443.10 E: 189724.29 N: 126456.78 E: 189764.40 N: 126442.78 E: 189764.29 END LINE N: 126399.38 E: 189444.50 N: 126415.20 E: 189555.64 N: 126455.55 E: 189575.48 N: 126458.09 E: 189602.41 N: 126399.20 E: 189555.47 N: 126398.19 E: 189556.46 N: 126418.48 E: 189608.41 N: 126436.95 E: 189640.40 N: 126443.44 E: 189682.29 N: 126443.11 E: 189723.29 N: 126457.77 E: 189642.41 N: 126457.44 E: 189682.40 N: 126457.12 E: 189722.40 N: 126456.79 E: 189762.40 N: 126442.79 E: 189762.29 N: 126456.47 E: 189802.40 N: 126442.47 E: 189802.29 Center of Main Wall Curve Table CURVE WC34 WC35 WC36 WC37 WC38 WC39 WC40 WC41 WC42 WC43 WC44 DELTA 21°06'37" 33°46'45" 20°38'33" 55°53'52" 44°23'28" 60°08'24" 30°27'58" 16°41'21" 10°09'44" 3°32'47" 24°36'17" RADIUS 49.50' 20.00' 49.50' 20.00' 30.50' 10.00' 20.00' 30.50' 30.50' 49.50' 49.50' LENGTH 18.24' 11.79' 17.83' 19.51' 23.63' 10.50' 10.63' 8.88' 5.41' 3.06' 21.26' BEARING N78°30'46"W S72°10'42"E N55°19'17"W S27°20'24"E N67°11'44"W S30°40'45"W N75°13'59"E S82°15'52"W N65°04'52"E N61°46'24"E N78°09'50"E CHORD 18.14' 11.62' 17.74' 18.75' 23.04' 10.02' 10.51' 8.85' 5.40' 3.06' 21.09' BEGIN CURVE N: 126442.78 E: 189378.04 N: 126459.58 E: 189409.96 N: 126431.90 E: 189394.46 N: 126437.83 E: 189447.29 N: 126399.43 E: 189439.24 N: 126447.19 E: 189561.00 N: 126455.55 E: 189575.48 N: 126399.29 E: 189573.38 N: 126399.91 E: 189575.28 N: 126436.95 E: 189640.40 N: 126439.25 E: 189644.90 END CURVE N: 126446.39 E: 189360.27 N: 126456.03 E: 189421.02 N: 126441.99 E: 189379.88 N: 126421.18 E: 189455.90 N: 126408.37 E: 189418.00 N: 126438.57 E: 189555.89 N: 126458.23 E: 189585.64 N: 126398.10 E: 189564.61 N: 126402.19 E: 189580.18 N: 126438.40 E: 189643.09 N: 126443.58 E: 189665.55 Property Line Table LINE PL115 PL116 PL117 PL118 PL119 PL120 PL121 LENGTH 125.01' 3.00' 17.37' 33.28' 303.00' 11.95' 162.56' BEARING N00°29'44.82"E N89°30'15.18"W N89°23'28.17"W N45°00'00.00"W N89°04'05.00"W S00°55'55.00"W N89°04'05.00"W BEGIN LINE N: 126273.72 E: 189458.52 N: 126398.72 E: 189459.60 N: 126398.75 E: 189456.60 N: 126408.01 E: 189417.64 N: 126445.89 E: 189360.26 N: 126462.76 E: 189057.50 N: 126462.76 E: 189057.50 END LINE N: 126398.72 E: 189459.60 N: 126398.75 E: 189456.60 N: 126398.93 E: 189439.23 N: 126431.54 E: 189394.11 N: 126450.82 E: 189057.30 N: 126450.82 E: 189057.30 N: 126465.41 E: 188894.95 Property Curve Table CURVE PC69 PC70 DELTA 44°23'28" 44°04'05" RADIUS 31.00' 49.00' LENGTH 24.02' 37.69' BEARING N67°11'44"W N67°02'03"W CHORD 23.42' 36.77' BEGIN CURVE N: 126398.93 E: 189439.23 N: 126431.54 E: 189394.11 END CURVE N: 126408.01 E: 189417.64 N: 126445.89 E: 189360.26 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, January SITE.DWG 15, 8:2018 16 AM By: Rhonda Bunner R. Bunner K. Meyer NTS C204 12 HORIZONTAL CONTROL LINE, CURVE AND POINT TABLE Civil Package C1-316 C1-316 Civil Package C1-316 C1-316 S84°49'39"W N89°36'56"W N88°28'14"W PROJECT CENTERLINE 329 C1305 328 C1305 307 C1302 301 C1302 301 C1302 304 C1302 304 C1302 301 C1302 302 C1302 329 C1305 328 C1305 302 C1302 303 C1302 302 C1302 302 C1302 303 C1302 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, January SITE.DWG 15, 8:2018 16 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' KEYMAP CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C201 MATCHLINE-SEE SHEET C203 C202 1"=20' C202 10 HORIZONTAL CONTROL PLAN LEGEND: NOTES: VERTICAL DATUM: COORDINATE CONTROL: BASIS OF BEARINGS: PROJECT BENCHMARK: Civil Package C1-316 C1-316 C1302 301 C1302 302 C1302 303 C1302 324 C1304 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS Monday, January SITE.DWG 15, 8:2018 16 AM By: Rhonda Bunner R. Bunner K. Meyer SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' 1"=20' C201 9 HORIZONTAL CONTROL PLAN KEYMAP C201 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R MATCHLINE-SEE SHEET C202 LEGEND: NOTES: VERTICAL DATUM: COORDINATE CONTROL: BASIS OF BEARINGS: PROJECT BENCHMARK: Civil Package C1-316 C1-316 IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR IRR G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T T T T T T T E W S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY 8" STEEL EXIST. INLET EXIST. STMH EXIST. INLET EXIST. STMH 14" CSU IRR 2- 10" STEEL PIPES CONNECT TO 15" RCP ELEVATION UNKNOWN EXIST. INLET EXIST. SSMH EXIST. INLET EXIST. STMH XCEL 8" STEEL INTERMEDIATE PRESSURE EXIST. STMH 17002 17003 17004 17006 17005 17007 17008 17009 17010 17011 17012 17013 17014 17015 17016 17017 17018 17019 17020 17021 17022 17023 17024 17027 17028 17030 17031 17032 17033 17034 17035 WEST ELIZABETH STREET SOUTH SHIELDS STREET CITY SEWER CITY WATER XCEL 6" STEEL CITY ELECTRIC CITY FIBER OPTIC CITY WATER CSU TELECOM / FO CSU IRR COMCAST FIBER OPTIC CITY ELEC / FO XCEL NATURAL GAS CITY SEWER CENTURY LINK TELECOM CITY FIBER OPTIC CITY WATER XCEL 8" STEEL INTERMEDIATE PRESSURE XCEL NATURAL GAS CITY SEWER E 1/4 CORNER 15-7-69 N: 126454.67 E: 189500.12 N89°04'21"W SECTION LINE S00°29'45"W SECTION LINE N00°29'55"E SECTION LINE 10016 10017 10018 10019 10020 10021 Additional Pothole Table POINT # 10016 10017 10018 10019 10020 10021 TYPE CENTURYLINK EASTEDGELINES CENTURYLINK WESTEDGELINES CENTURYLINK TOPCONDUIT COMCAST WESTEDGELINES COMCAST EASTEDGELINES COMMCAST TOP CONDUIT TOP: ELEVATION 5025.5 5025.5 5021.6 5025.5 5025.5 5021.3 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, UTIL January DEMO.DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C105 8 UTILITY EXISTING CONDITIONS, DEMOLITION AND POTHOLE PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MATCHLINE-SEE SHEET C104 LEGEND: NOTES: WV SCHEDULE OF REMOVAL: 20 FIELD SURVEY BY: Civil Package C1-316 C1-316 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS S FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-PL FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY FLD-WY EXIST. SSMH XCEL 6" STEEL CITY WATER CITY SEWER CITY ELEC. / FO 24" RCP EXIST. STMH WEST ELIZABETH STREET 17000 17001 17036 17037 14" CSU IRR N89°04'21"W SECTION LINE Additional Pothole Table POINT # 10016 10017 10018 10019 10020 10021 TYPE CENTURYLINK EASTEDGELINES CENTURYLINK WESTEDGELINES CENTURYLINK TOPCONDUIT COMCAST WESTEDGELINES COMCAST EASTEDGELINES COMMCAST TOP CONDUIT TOP: ELEVATION 5025.5 5025.5 5021.6 5025.5 5025.5 5021.3 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, UTIL January DEMO.DWG 15, 1:2018 01 PM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C104 7 UTILITY EXISTING CONDITIONS, DEMOLITION AND POTHOLE PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MATCHLINE-SEE SHEET C105 LEGEND: NOTES: WV SCHEDULE OF REMOVAL: 20 FIELD SURVEY BY: Civil Package C1-316 C1-316 189551.6720 ELEVATION 5027.04 5025.47 5027.03 5025.79 5026.02 5025.75 5023.14 5020.57 5026.28 5026.13 5026.30 5027.03 5025.74 SHEET NO. 15-011 PROJECT NO. SHEET INDEX DESIGNED BY: DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, EXIST.January DWG 15, 7:2018 54 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C103 6 SITE EXISTING CONDITION AND DEMOLITION PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MATCHLINE-SEE SHEET C102 LEGEND: NOTES: P R SCHEDULE OF REMOVAL: GEOTECHNICAL EXPLORATION BY: FIELD SURVEY BY: Civil Package C1-316 C1-316 DRAWN BY: APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, EXIST.January DWG 15, 7:2018 54 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C102 5 SITE EXISTING CONDITION AND DEMOLITION PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MATCHLINE-SEE SHEET C101 MATCHLINE-SEE SHEET C103 LEGEND: NOTES: P R SCHEDULE OF REMOVAL: GEOTECHNICAL EXPLORATION BY: FIELD SURVEY BY: Civil Package C1-316 C1-316 APPROVED BY: SCALE: SHEET SUBSET: SHIELDS AND ELIZABETH PEDESTRIAN UNDERPASS AND LANE IMPROVEMENTS DATE: March 1, 2017 K. Meyer Drawing Name: D:\PROJECTS\SHIELDS ELIZABETH\DWG\SHEETS\UNDERPASS_Monday, EXIST.January DWG 15, 7:2018 54 AM By: Rhonda Bunner R. Bunner K. Meyer 1"=20' C101 4 SITE EXISTING CONDITION AND DEMOLITION PLAN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City of Fort Collins, Colorado UTILITY PLAN APPROVAL Date Date Date Date Date Date City Engineer Traffic Engineer Parks & Recreation Stormwater Utility Water & Wastewater Utility SCALE: 1" =20' 0 (True scale for 22x34 sheet size) 20' 20' 40' 60' MATCHLINE-SEE SHEET C102 LEGEND: NOTES: P R SCHEDULE OF REMOVAL: GEOTECHNICAL EXPLORATION BY: FIELD SURVEY BY: Civil Package C1-316 C1-316 SHEET INDEX INDEX NO. SHEET NO DESCRIPTION COVER AND SHEET INDEX AND GENERAL NOTES SHEETS 1 C001 COVER SHEET 2 C002 SHEET INDEX 3 C003 GENERAL NOTES EXISTING AND DEMOLITION SHEETS 4 C101 SITE EXISTING CONDITION AND DEMOLITION PLAN 5 C102 SITE EXISTING CONDITION AND DEMOLITION PLAN 6 C103 SITE EXISTING CONDITION AND DEMOLITION PLAN 7 C104 UTILITY EXISTING CONDITIONS, DEMOLITION AND POTHOLE PLAN 8 C105 UTILITY EXISTING CONDITIONS, DEMOLITION AND POTHOLE PLAN HORIZONTAL CONTROL SHEETS 9 C201 HORIZONTAL CONTROL PLAN 10 C202 HORIZONTAL CONTROL PLAN 11 C203 HORIZONTAL CONTROL PLAN 12 C204 HORIZONTAL CONTROL LINE, CURVE AND POINT TABLE 13 C205 HORIZONTAL CONTROL LINE, CURVE AND POINT TABLE 14 C206 WEST SIDE UNDERPASS DETAILED HORIZONTAL CONTROL PLAN 15 C207 EAST SIDE UNDERPASS DETAILED HORIZONTAL CONTROL PLAN PAVING SIGNAGE AND STRIPING SHEETS 16 C301 PAVING, SIGNAGE AND STRIPING PLAN 17 C302 PAVING, SIGNAGE AND STRIPING PLAN 18 C303 PAVING, SIGNAGE AND STRIPING PLAN 19 C304 SIGNAL PLAN WEST ELIZABETH STREET CROSSWALK 20 C305 SIGNAL PLAN ELIZABETH / SHIELDS INTERSECTION EROSION CONTROL SHEETS 21 C401 EROSION CONTROL PLAN 22 C402 EROSION CONTROL PLAN 23 C403 EROSION CONTROL PLAN 24 C404 EROSION CONTROL DETAILS GRADING SHEETS 25 C501 GRADING PLAN 26 C502 GRADING PLAN 27 C503 GRADING PLAN 28 C504 UNDERPASS DETAILED GRADING PLAN 29 C505 UNDERPASS DETAILED GRADING PLAN EAST UNDERPASS ENTRY UTILITY SHEETS 30 C601 UTILITY PLAN 31 C602 UTILITY PLAN 32 C603 UTILITY PLAN STREET PLAN AND PROFILE SHEETS 33 C701 W. ELIZABETH STREET (W. OF SHIELDS ST.) PLAN AND PROFILE STA 10+00 - 13+50 34 C702 W. ELIZABETH STREET (W. OF SHIELDS ST.) PLAN AND PROFILE STA 13+50 - END 35 C703 W. ELIZABETH STREET (E. OF SHIELDS ST.) PLAN AND PROFILE STA 20+00 - 23+50 36 C704 W. ELIZABETH STREET (E. OF SHIELDS ST.) PLAN AND PROFILE STAT 23+50 - END MULTI-USE TRAIL PLAN AND PROFILE SHEETS 37 C801 MULTI-USE TRAIL PLAN AND PROFILE STA 10+00 - 13+00 38 C802 MULTI-USE TRAIL PLAN AND PROFILE STA 13+00 - 16+00 39 C803 MULTI-USE TRAIL PLAN AND PROFILE STA 16+00 - END 40 C804 MULTI-USE TRAIL CURVE AND LINE DATA STORM DRAIN PLAN AND PROFILE SHEETS 41 C901 9'x14' BOX CULVERT PLAN AND PROFILE 42 C902 12" STORM DRAIN LINE PLAN AND PROFILE 43 C903 STORM DRAIN PLAN AND PROFILE LINE A 44 C904 STORM DRAIN PLAN AND PROFILE LINE A & B 45 C905 STORM DRAIN PLAN AND PROFILE LINE D 46 C906 STORM DRAIN PLAN AND PROFILE LINES E & F2 47 C907 STORM DRAIN PLAN AND PROFILE LINE F SHEET INDEX INDEX NO. SHEET NO DESCRIPTION WET WELL VAULT AND TRENCH DRAIN SHEETS 48 C1001 WET WELL VAULT AND TRENCH DRAIN PLAN VIEW 49 C1002 WET WELL VAULT DETAILS PLAN VIEW 50 C1003 WET WELL VAULT DETAILS SECTIONS STREET AND MUTI-USE TRAIL CROSS SECTION SHEETS 51 C1101 W. ELIZABETH STREET (W. OF SHIELDS ST.) CROSS SECTIONS 52 C1102 W. ELIZABETH STREET (E. OF SHIELDS ST.) CROSS SECTIONS 53 C1103 MUTI-USE TRAIL CROSS SECTIONS 54 C1104 MULTI-USE TRAIL CROSS SECTIONS 55 C1105 MULTI-USE TRAIL CROSS SECTIONS 56 C1106 MULTI-USE TRAIL STEP CROSS SECTIONS 57 C1107 MULTI-USE TRAIL EAST SIDE STEP CROSS SECTION UTILITY CROSSING SHEETS 58 C1201 UTILITY CROSSING PLAN AND PROFILE DETAIL SHEETS 59 C1301 MULTI-USE TRAIL STRUCTURAL DETAILS 60 C1302 STREET DETAILS 61 C1303 STREET DETAILS 62 C1304 STREET DETAILS 63 C1305 STREET DETAILS 64 C1306 UTILITY DETAILS 65 C1307 UTILITY DETAILS TRENCH DRAIN 66 C1308 DRAINAGE DETAILS 67 C1309 DRAINAGE DETAILS 68 C1310 DRAINAGE DETAILS DRAINAGE EXHIBIT 69 C1401 DEVELOPED DRAINAGE EXHIBIT 81 L8.10 LANDSCAPE DETAILS C1-316 C1-316 ELECTRIC-------- City of Fort Collins Utilities----------- Janet Mctague (970) 221-6700 TELECOM.------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Century Link----------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Dwight Dufloth (970) 416-2465 WASTEWATER--City of Fort Collins Utilites------------ Shane Boyle (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6700 UTILITIES -------- Colorado State University------------ Gene Ellis (970) 491-0047 UTILITIES -------- Colorado State University------------ Kurt Davis (970) 491-0187 TELECOM-------- Colorado State University------------ Pat Demchok (970) 491-1148 UTILITY CONTACT LIST: * CONTRACTOR Connell Resources, Inc. John Warren 7785 Highland Meadows Parkway, Suite 100 Fort Collins, Colorado 80528 (970) 223-3151 STRUCTURAL ENGINEER Summit engineering Group, Inc. DeWayne Hansen, P.E. 10822 West Toller Drive, Suite 330 Littleton, Colorado 80127 (303) 933-4023 LANDSCAPE ARCHITECTS Russell+Mills Studios Craig Russell 141 S. College Avenue, Suite 104 Fort Collins, Colorado 80524 (970) 484-8855 UTILITY PACKAGE Utility Package Colorado State University Steven Tony Flores Facilities Management Fort Collins, Colorado 80523-6030 (970) 491-7110 Ditesco Keith Meyer, P.E. 2133 S. Timberline Road, Suite 110 Fort Collins, Colorado 80525 (970) 988-8605 C1-316 C1-316 DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: OWNER Colorado State University Steven Tony Flores Facilities Management Fort Collins, Colorado 80523-6030 (970) 491-7110 UTILITY COMPANY PHONE NUMBER GAS----------------- Xcel Energy------------------------------ Stephanie Rich (970) 225-7828 ELECTRIC-------- Colorado State University------------ Michael Randall (970) 491-0087 ELECTRIC-------- City of Fort Collins Utilities----------- Janet Mctague (970) 221-6700 TELECOM.------- Comcast---------------------------------- Don Kapperman (970) 567-0245 TELECOM.--------Century Link----------------------------- Bill Johnson (970) 490-7501 WATER------------ City of Fort Collins Utilities----------- Dwight Dufloth (970) 416-2465 WASTEWATER--City of Fort Collins Utilites------------ Shane Boyle (970) 221-6700 STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6700 UTILITIES -------- Colorado State University------------ Gene Ellis (970) 491-0047 UTILITIES -------- Colorado State University------------ Kurt Davis (970) 491-0187 TELECOM-------- Colorado State University------------ Pat Demchok (970) 491-1148 UTILITY CONTACT LIST: * CONTRACTOR Connell Resources, Inc. John Warren 7785 Highland Meadows Parkway, Suite 100 Fort Collins, Colorado 80528 (970) 223-3151 STRUCTURAL ENGINEER Summit engineering Group, Inc. DeWayne Hansen, P.E. 10822 West Toller Drive, Suite 330 Littleton, Colorado 80127 (303) 933-4023 LANDSCAPE ARCHITECTS Russell+Mills Studios Craig Russell 141 S. College Avenue, Suite 104 Fort Collins, Colorado 80524 (970) 484-8855 Civil Package RECORD DRAWING THESE RECORD DRAWINGS, PRODUCED BY DITESCO OCTOBER 2017 C1-316 C1-316