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Home My WebLink AboutVILLAGE COOPERATIVE FORT COLLINS - PDP - PDP160036 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSHORSETOOTH ROAD STANDFORD DRIVE S. COLLEGE DRIVE LANDINGS DRIVE JOHN F. KENNEDY PKWY. STOVER ROAD E. MONROE DR. S. LEMAY AVE. E. SWALLOW ROAD No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS1 COVER SHEET S. Thomas A. Boese N.T.S. 1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS2 NOTES GENERAL & CONSTRUCTION S. Thomas A. Boese N.T.S. 2 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS D D CABLE TELE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. VAULT ELEC VAULT TELE S D W W W W W W W W W W W W W W W W W W W W W W 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE 9' EX. UTILITY AND ACCESS EASEMENT TO BE VACATED 5' EX. DRAINAGE EASEMENT TO BE VACATED 20' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED EX. DRAINAGE EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED 57.5' HALF RIGHT OF WAY HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' REMOVE PAVEMENT STRIPING REMOVE PAVEMENT STRIPING SAWCUT AND REMOVE 20 LF CURB AND GUTTER SAWCUT AND REMOVE 34 LF EXISTING SIDEWALK SAWCUT EDGE OF ASPHALT 1' WIDE AND REMOVE EXISTING ASPHALT RELOCATE EXISTING SPEED LIMIT SIGN EC2 AND DEMOLITION PLAN EXISTING CONDITIONS S. Thomas S. Thomas 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO FIRELANE ONLY FIRELANE ONLY PARKING GARAGE ENTRANCE X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D W W W W W W W W W W W W W W W W W W W W W W UD UD FIRELANE ONLY FIRELANE ONLY PARKING GARAGE ENTRANCE 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S UD UD 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE 57.5' HALF RIGHT OF WAY HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT CESS, AND DRAINAGE EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT \A1;15' UTILTY, ACCESS, AND DRAINAGE EASEMENT 3 4 3 3 "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" 5' SIDEWALK 16' X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D W W W W W W W W W W W W W W W W W W W W W W W W W G G G G 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S UD UD 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S 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 G G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS WV S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC 15' UTILITY, ACCESS AND DRAINAGE EASEMENT 57.5' HALF RIGHT OF WAY HORSETOOTH ROAD PROJECT BOUNDARY (TYP.) PROPOSED CURB INLET PROPOSED STORM DRAIN PROPOSED CURB INLET PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED FES PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D G G G G G G G G G G G G G G G G G 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 G G G G G G G G G G G G G G G G G G G G G G S STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC UD UD 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 G G G G G G G G G G G G G G G G G G G G G G S 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 G G G G G G G G G G G G G G G G G G G G G G S PROPOSED CURB INLET PROPOSED STORM DRAIN PROPOSED PROPOSED STORMTECH CURB INLET UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED FES PROPOSED OUTLET STRUCTURE PROPOSED STORM DRAIN 4:1 4:1 5:1 5:1 4:1 5:1 4:1 6:1 8:1 14.5% 4:1 5:1 5.2% 5:1 5.5% 2.0% 2.6% 2.6% 2.0% 6.5% 4.7% 11.2% 4.0% 2.7% 5.4% 2.4% 3.5% 4.7% 12.1% 8.2% 5.5% CABLE VAULT ELEC VAULT ELEC ELEC T S S D S CABLE VAULT ELEC VAULT ELEC ELEC T S S D S HORSETOOTH ROAD STANFORD ROAD VERTICAL CURB & GUTTER PROPOSED STRIPING SEE SHEET R3 EXISTING STRIPING 6' SIDEWALK PROPOSED STORM DRAIN EXISTING STORM DRAIN EXISTING VERTICAL CURB & GUTTER 108.3' ROW (VARIES) ∆ 4995 5000 5005 5010 5015 5020 4995 5000 5005 5010 5015 5020 9+50 10+00 11+00 12+00 13+00 14+00 4995 5000 5005 5010 5015 4995 5000 5005 5010 5015 4+50 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 96.0' VC S S F IRELANE ONLY FIRELANE ONLY S S U UD D TIE TO EXISTING SIDEWALK 108.6' ROW (VARIES) STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC PROPOSED STRIPING SEE SHEET R3 EXISTING STRIPING EXISTING VERTICAL CURB & GUTTER PROPOSED VERTICAL CURB & GUTTER 6' SIDEWALK HORSETOOTH ROAD SPINDRIFT CT. STOVER ST. Horsetooth Proposed North Flowline 4995 5000 5005 5010 5015 5020 4995 5000 5005 5010 5015 5020 14+00 15+00 16+00 17+00 18+00 19+00 4995 5000 5005 5010 5015 4995 5000 5005 5010 5015 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 23+50 5004.33 5004.75 5005.18 5005.60 5006.03 5006.45 5006.87 5007.23 5007.54 CABLE VAULT ELEC VAULT ELEC ELEC T S S D S CABLE VAULT ELEC VAULT ELEC ELEC T S S D S HORSETOOTH ROAD STANFORD ROAD EXISTING STRIPING 108.3' ROW (VARIES) 108.3' ROW (VARIES) 11' TRAVEL LANE 11' TRAVEL LANE 6' BIKE LANE 6' SIDEWALK 10' PARKWAY 11' TURN LANE 12' TURN LANE 12' TRAVEL LANE EXISTING 12' TRAVEL LANE 12' TURN LANE EXISTING 12' TRAVEL LANE EXISTING 12' TRAVEL LANE EXISTING 12' TRAVEL LANE EXISTING 6' MEDIAN EXISTING 11' TURN LANE 12.0' 11.0' 11.0' 6.0' 11.0' 10.0' 6.0' A A B B L K 1 4 4 6 3 12 7 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 10+50 4990 4992 4996 5000 5004 5008 5012 4990 4992 4996 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 11+00 4990 4992 4996 5000 5004 5008 5012 4990 4992 4996 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 11+50 4990 4992 4996 5000 5004 5008 5012 4990 4992 4996 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 UD X X X X CABLE VAULT F.O. D ST ST X X X X CABLE VAULT F.O. D ST ST UD3 0.04 AC OS1 1.05 AC A3 0.21 AC A5 0.35 AC B1 0.36 AC A6 0.44 AC A4 0.10 AC A8 0.50 AC A1 0.02 AC C1 0.03 AC A7 0.02 AC A2 0.07 AC OS2 0.07 AC UD2 0.04 AC UD1 0.03 AC UD4 0.04 AC B2 0.54 AC PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED OUTLET STRUCTURE EXISTING STORM JUNCTION STRUCTURE TO BE RECONFIGURED PROPOSED CURB INLET AND WATER QUALITY WEIR PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED OUTLET STRUCTURE OS3 0.31 AC 1 2 3 4 5 6 BASIN A5 ROOF DRAIN RELEASE TO MANHOLE 7 8 9 10 11 12 DETENTION POND B DETENTION POND A STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STANFORD ROAD 98' RIGHT OF WAY DR1 DRAINAGE PLAN S. THOMAS S. THOMAS 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 15 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING CONTOUR PROPERTY BOUNDARY EXISTING STORM SEWER 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE "PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE VILLAGE COOPERATIVE OF FORT COLLINS" BY NORTHERN ENGINEERING, DATED October 25th, 2016 FOR ADDITIONAL INFORMATION. NOTES: FLOW PATH DRAINAGE BASIN BUBBLE A 144 ac DESIGN POINT A BASIN BOUNDARY PROPOSED STORM SEWER FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 A1 0.02 0.95 1.00 5.0 5.0 0.05 0.18 2 A2 0.07 0.33 0.41 5.0 5.0 0.07 0.30 3 A3 0.21 0.71 0.89 5.0 5.0 0.43 1.90 4 A4 0.10 0.76 0.95 5.0 5.0 0.22 0.94 5 A5 0.35 0.95 1.00 5.0 5.0 0.96 3.53 6 A6 0.44 0.75 0.93 5.9 5.0 0.90 4.06 7 A7 0.02 0.60 0.75 5.0 5.0 0.04 0.18 8 A8 0.50 0.26 0.33 7.7 7.1 0.32 1.44 9 C1 0.03 0.62 0.78 5.0 5.0 0.05 0.24 8 OS2 0.07 0.25 0.31 9.7 9.0 0.04 0.18 10 OS3 0.31 0.79 0.99 5.0 5.0 0.71 3.08 11 B1 0.36 0.95 1.00 5.0 5.0 0.99 3.62 11 B2 0.54 0.34 0.42 6.4 6.0 0.49 2.23 12 UD1 0.03 0.86 1.00 5.0 5.0 0.06 0.26 12 UD2 0.04 0.45 0.56 5.0 5.0 0.06 0.24 12 UD3 0.04 0.30 0.38 5.0 5.0 0.03 0.14 12 UD4 0.04 0.54 0.67 6.9 6.0 0.06 0.29 12 OS1 1.05 0.87 1.00 5.0 5.0 2.61 10.48 Detention Pond Summary | Proposed Condition Pond 100-yr Volume (ac-ft) 100-yr WSEL WQCV (ft3) WQCV WSEL Max Release (cfs) A 0.49 5005.67 336 4999.88 0.20 B 0.11 5003.76 496 5001.72 0.70 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 12+00 4990 4992 4996 5000 5004 5008 5012 4990 4992 4996 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 12+50 4996 5000 5004 5008 5012 5016 5020 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 13+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 13+50 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 14+00 4996 5000 5004 5008 5012 5016 5020 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 14+50 4996 5000 5004 5008 5012 5016 5020 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 15+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 15+50 4990 4992 4996 5000 5004 5008 5012 5016 4990 4992 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 16+00 4994 4996 5000 5004 5008 5012 5016 4994 4996 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 16+50 4994 4996 5000 5004 5008 5012 5016 5020 4994 4996 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 17+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 17+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 18+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 18+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 19+00 4998 5000 5004 5008 5012 5016 5020 4998 5000 5004 5008 5012 5016 5020 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 19+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 20+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 20+50 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 21+00 4998 5000 5004 5008 5012 5016 4998 5000 5004 5008 5012 5016 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 21+50 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 22+00 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 22+50 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 23+00 4998 5000 5004 5008 5012 4998 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 SECTION LINE Horizontal Scale 1" = 50' Vertical Scale 1" = 10' 23+50 4994 4996 5000 5004 5008 5012 4994 4996 5000 5004 5008 5012 -100 -80 -60 -40 -20 0 20 40 60 80 5003.5 5002.8 5002.3 5001.6 5001.0 5001.0 5008.1 5007.4 5006.6 5005.9 5005.1 5004.3 5010.6 5010.1 5010.1 5009.6 5009.2 5008.7 5006.7 5007.6 5008.5 5009.4 5010.1 5010.8 5004.0 5005.0 5005.8 (-2.0%) (-2.3%) (-3.4%) (-0.5%) EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) EXISTING GROUND (TYP.) PROPOSED GROUND (TYP.) EX. ROW EX. ROW FL=5000.19 -0.51% EX. ROW EX. ROW FL=5000.03 -2.83% EX. ROW EX. ROW FL=5000.28 -2.99% EX. ROW EX. ROW FL=5000.66 -3.19% EX. ROW EX. ROW FL=5001.35 -2.58% EX. ROW EX. ROW FL=5002.20 -1.73% EX. ROW EX. ROW FL=5003.05 -2.42% EX. ROW FL=5003.91 -1.93% EX. ROW EX. ROW FL=5004.76 -1.83% EX. ROW EX. ROW FL=5005.61 -2.65% EX. ROW EX. ROW FL=5006.46 -2.27% EX. ROW EX. ROW FL=5007.24 -3.12% EX. ROW EX. ROW FL=5007.80 -2.30% EX. ROW EX. ROW FL=5008.35 -4.55% EX. ROW EX. ROW FL=5008.81 -2.89% EX. ROW FL=5009.13 -2.03% EX. ROW EX. ROW FL=5009.88 3.05% EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW EX. ROW (-2.2%) (-2.7%) (-2.7%) (-2.4%) (-2.3%) (-2.2%) (-2.9%) (-2.6%) (-2.6%) (-1.7%) (-0.9%) (-1.6%) (-2.6%) -14.5% -25.3% -18.3% -25.1% -24.1% -16.3% -14.4% PROPOSED SIDEWALK (TYP.) PROPOSED SIDEWALK (TYP.) No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com XS1 CROSS-SECTIONS HORSETOOTH ROAD S. Thomas A. Boese 1"=50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 14 7 STA.=13+30.50 OFFSET=33' BEGIN 6 END 1 STA.=13+30.67 OFFSET=39' BEGIN 3 END 4 STA.=12+88.69 OFFSET=12' BEGIN 3 END 4 STA.=12+88.35 OFFSET=0' BEGIN 7 STA.=10+32.12 OFFSET=11' BEGIN 4 STA.=10+32.10 OFFSET=17' STA.=10+31.26 BEGIN 4 OFFSET=28' BEGIN 12 STA.=10+31.23 OFFSET=39' BEGIN 1 STA.=10+31.22 OFFSET=45' BEGIN 4 STA.=10+83.22 OFFSET=17' PT 4 3 FIRELANE ONLY FIRELANE ONLY S S U D S S U D 108.6' ROW (VARIES) STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC EXISTING STRIPING PROPOSED VERTICAL CURB & GUTTER 6' SIDEWALK 11' TRAVEL LANE 11' TRAVEL LANE 8' BIKE LANE 6' SIDEWALK 10' PARKWAY 12' TURN LANE 12' TRAVEL LANE 10.7' 11.0' 8.0' 10.0' 6.0' A A L 6 1 3 3 12 7 STA.=19+02.62 OFFSET=5' END 12 STA.=19+10.04 OFFSET=17' END 1 STA.=17+92.40 OFFSET=14' END 7 STA.=15+10.75 OFFSET=27' BEGIN 1 END 6 STA.=15+10.92 OFFSET=33' END 3 STA.=17+59.60 OFFSET=2' PC 7 STA.=14+48.62 OFFSET=7' END 3 STA.=14+52.37 OFFSET=7' PT 7 STA.=14+44.88 OFFSET=7' PC 7 TURN RIGHT MUST R3-7R RIGHT LANE 30" 30" No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com R3 ROADWAY PLAN & PROFILE HORSETOOTH ROAD S. Thomas A. Boese 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 13 LINE MATCH STA 14+00 LINE MATCH STA 14+00 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 12' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 MEDIAN LINE YELLOW 18" WIDE 50' O.C. 45° ANGLES 10' 30' 10' 30' 10' 12 4" BROKEN WHITE 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 4" WHITE EXTENSION LINE 3' 9' 3' 9' 3' O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING A. ALL SIGNAGE AND MARKING IS SUBJECT TO THE TRAFFIC SIGNING AND PAVEMENT MARKING CONSTRUCTION NOTES ON SHEET CS1 OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES LISTED HERE. B. SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS DETERMINES THAT AN UNFORESEEN CONDITION WARRANTS SUCH SIGNAGE ACCORDING TO THE MUTCD OR THE CDOT M AND S STANDARDS. ALL SIGNAGE AND STRIPING SHALL FALL UNDER THE REQUIREMENTS OF THE 2-YEAR WARRANTY PERIOD FOR NEW CONSTRUCTION (EXCEPT FAIR WEAR ON TRAFFIC MARKINGS). C. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. STRIPING LEGEND: STRIPING NOTES: 8" WHITE EXTENSION LINE 3' 9' 3' 9' 3' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30' 10' 30' 10' L ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP R3 R3 5007.79 5008.04 5008.34 5008.60 5008.81 5008.95 5009.13 5009.38 5009.84 EXISTING GROUND EXISTING GROUND EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE 1.70% 0.50% 1.03% 2.45% 0.94% 1.26% PVI STA = 16+72.21 PVI ELEV = 5008.00 PVI STA = 18+35.28 PVI ELEV = 5009.48 PVI STA = 18+55.90 PVI ELEV = 5009.99 83.7' VC PVI STA = 16+02.62 PVI ELEV = 5007.35 BVCS: 15+60.79 BVCE: 5006.64 EVCS: 16+44.45 EVCE: 5007.74 A.D. = 0.76 K = 110.00 83.2' VC PVI STA = 17+30.48 PVI ELEV = 5008.73 BVCS: 16+88.88 BVCE: 5008.21 EVCS: 17+72.08 EVCE: 5008.94 A.D. = 0.76 K = 110.00 31.6' VC PVI STA = 17+91.94 PVI ELEV = 5009.04 BCVS: 17+76.12 BVCE: 5008.96 ECVS: 18+07.76 EVCE: 5009.20 A.D. = 0.53 K = 60.00 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com R2 ROADWAY PLAN & PROFILE HORSETOOTH ROAD S. Thomas A. Boese 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12 LEFT FLOWLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) LINE MATCH STA 14+00 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 KEYMAP R1 R2 MATCH LINE SEE SHEET STA 14+00 MATCH LINE SEE SHEET R1 STA 14+00 R1 PVI STA = 12+02.61 PVI ELEV = 5000.55 BCVS: 11+54.61 BVCE: 5000.31 ECVS: 12+50.61 EVCE: 5001.36 A.D. = 1.20 K = 80.00 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND EXISTING GROUND EXISTING GROUND EXISTING 3-44"x28'' ARCH STORM STA.=10+62.77 INV.±4996.7 0.50% 1.70% -3.66% -2.00% PVI STA = 10+00.00 PVI ELEV = 5001.87 PVI STA = 10+40.92 PVI ELEV = 5000.37 PVI STA = 10+66.28 PVI ELEV = 4999.86 EXISTING STORM JUNCTION STRUCTURE 5001.87 5000.95 5000.19 4999.91 5000.03 5000.16 5000.28 5000.43 5000.66 5000.97 5001.35 5001.78 5002.20 5002.63 5003.05 5003.48 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com R1 ROADWAY PLAN & PROFILE HORSETOOTH ROAD S. Thomas A. Boese 1"=40' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 11 LEFT FLOWLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE HORSETOOTH ROAD SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R2 STA 14+00 MATCH LINE STA SEE SHEET R2 14+00 LINE MATCH STA 14+00 KEYMAP R1 R2 12.5% 2.1% 6.1% 3.8% 57.5' HALF RIGHT OF WAY 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT CESS, AND DRAINAGE EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT STEPS GARDEN BOXES N:113271.17 E:197261.59 FND 2" ALUM CAP LS 24305 N:113235.02 E:197354.88 FND #4 REBAR ILLEGIBLE N:113222.20 E:197402.19 FND #4 REBAR ILLEGIBLE HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' DETENTION POND A PROPOSED CURB INLET PROPOSED STORM DRAIN 7.00 7.00 7.00 7.00 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com G2 GRADING PLAN S. Thomas A. Boese 1"=20' 10 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET G1 LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. NOTES: PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY (33.43) PROPOSED SLOPES 4:1 KEYMAP G1 G2 FO FO FO FO FO STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP S X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G CABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED OUTLET STRUCTURE EXISTING JUNCTION STRUCTURE TO BE RELOCATED, RECONSTRUCTED OR LEFT IN PLACE PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED PROPOSED STORMTECH CURB INLET UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED STORM DRAIN 14.5% 4:1 5:1 5.2% 5:1 5.5% 4.0% 2.7% 5.4% 2.4% 3.5% 4.7% 12.1% 8.2% 5:1 5:1 5:1 5:1 6:1 4:1 3:1 4:1 4:1 6:1 5:1 3:1 6:1 6:1 7:1 5.5% 4.1% 2.9% 2.6% 1.4% 3.7% 3.6% 3.3% 1.6% 2.1% 2.5% 2.3% 2.1% 3.2% 4.4% 5.2% 3.7% 5.0% 4.5% 4.6% 8.9% 5.1% 16.0% 13.5% 6.2% 5.7% 8.8% 3.4% 3:1 4:1 4.0% 4.8% 5.1% 2.0% FFE=16.66 FFE=16.66 2' WIDE CURB CHASE 5.3% 5.3% 4.8% 4.0% 5.5% 3.7% 6.1% 3.8% PROPOSED ROOF DRAIN 1' WIDE SIDEWALK CHASE 20' EX. SANITARY SEWER EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT EX. SIGHT DISTANCE EASEMENT 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT 10' DRAINAGE EASEMENT N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 98' RIGHT OF WAY UTILITY AND DRAINAGE EASEMENT 58.5' HALF RIGHT OF WAY DETENTION POND B 4:1 LANDSCAPE RETAINING WALL. MAX HEIGHT 2.5' 16.00 16.66 7.00 7.00 7.00 7.00 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com G1 GRADING PLAN S. Thomas A. Boese 1"=20' 9 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET G2 LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCE. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YR STORM. NOTES: PROPOSED STORM INLET PEDESTRIAN ACCESS RAMPS EXISTING SPOT ELEVATION PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY (33.43) PROPOSED SLOPES 4:1 KEYMAP G1 G2 20' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS AND DRAINAGE EASEMENT DRAINAGE EASEMENT PROPOSED STORM DRAIN PROPOSED CURB INLET KEYMAP No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com U2 UTILITY PLAN S. Thomas A. Boese 1"=20' 8 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET U1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER G W U1 U2 G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W FDC W F S X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP 78' ROW 60' FL-FL 20' EX. SANITARY SEWER EASEMENT 15' UTILITY, ACCESS, AND DRAINAGE EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT PROJECT BOUNDARY (TYP.) PROPOSED FIRE HYDRANT PROPOSED FIRE SERVICE PROPOSED APPROX. 3" DOMESTIC WATER METER WITH CURB STOP 70.03± APPROX. 3" WATER SERVICE N57°31'15"W 69.21± 6" PVC FIRELINE S57°31'15"E 50.44 LF 6" PVC N53°09'11"W EX. SIGHT DISTANCE EASEMENT CONNECT TO EXISTING WATER MAIN 12"x6" WET CONNECTION w/TB AND GV CONNECT TO EXISTING WATER MAIN 12"x6" WET CONNECTION w/ TB AND GV CONNECT TO EXISTING WATER MAIN 3" WET TAP CONNECT TO EXISTING SANITARY SEWER 57.45± @ 2.0 % APPROX. 6" PVC N00°21'48"E SANITARY SERVICE SANITARY SEWER SERVICE PROPOSED CURB INLET PROPOSED DRAIN BASIN PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED CURB INLET PROPOSED OUTLET STRUCTURE EXISTING JUNCTION STRUCTURE TO BE RELOCATED, RECONSTRUCTED, OR LEFT IN PLACE. PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED CURB INLET PROPOSED STORMTECH UNDERGROUND DETENTION AND WATER QUALITY SYSTEM PROPOSED STORM DRAIN N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY 58.5' HALF RIGHT OF WAY 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT ROOF DRAIN 10' DRAINAGE EASEMENT DRAINAGE EASEMENT UTILITY AND DRAINAGE EASEMENT EX. 12" WATERMAIN EX. 8" SANITARY SEWER No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com U1 UTILITY PLAN S. Thomas A. Boese 1"=20' 7 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET U2 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES SPECIFICATIONS LATEST EDITION. 3. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS AND SERVICES. 6. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. MINIMUM COVER OF 4.5' SHALL BE MAINTAINED THROUGHOUT THE WATERLINE AND SERVICE LINE INSTALLATION. MAXIMUM ALLOWED COVER SHALL BE 6' UNLESS SPECIFICALLY APPROVED BY THE CITY. EXISTING STORM SEWER EXISTING ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE COWNTROL IRR W S O E PROPERTY BOUNDARY S PROPOSED SEWER SERVICE PROPOSED RESIDENTIAL WATER SERVICE EXISTING GAS METER G W KEYMAP U1 U2 "NO PARKING FIRE LANE" "RIGHT LANE MUST TURN RIGHT" "FIRELANE ONLY" "FIRELANE ONLY" "FIRELANE ONLY" 4 4 3 "NO PARKING FIRE LANE" LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT LINE TABLE LINE L1 L4 L6 L7 L8 L10 L11 L13 L15 L16 L17 L19 L21 L22 L23 L25 LENGTH 45.21' 1.45' 15.00' 72.38' 13.50' 13.50' 45.51' 108.35' 117.71' 16.95' 45.64' 41.27' 6.21' 17.91' 46.32' 5.52' BEARING S69°51'56.64"E S69°00'32.13"E N20°59'27.87"E S69°00'32.13"E S20°59'27.87"W N20°59'27.87"E S69°00'32.13"E S62°03'59.24"E S00°12'50.10"W S21°08'11.87"W S83°02'29.42"E N69°00'32.13"W S69°00'32.13"E S21°08'11.87"W S69°51'56.64"E S07°58'05.04"W LINE TABLE LINE L27 L28 L29 L31 L35 L36 L38 L40 L42 L43 L44 L45 L46 L47 L49 L51 LENGTH 21.21' 30.00' 60.97' 149.14' 20.37' 1.08' 49.16' 20.05' 22.01' 32.96' 70.12' 16.05' 16.05' 13.90' 29.12' 6.50' BEARING N61°01'32.26"W S28°58'27.74"W S61°01'32.26"E S83°02'29.42"E N60°00'00.00"E N60°00'00.00"E S62°03'59.24"E S00°12'50.10"W N89°47'09.90"W S89°47'09.90"E S00°12'50.10"W S00°12'50.10"W S00°12'50.10"W N51°58'13.33"E S61°01'32.26"E N28°58'27.74"E CURVE TABLE CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C12 C14 C15 C16 C17 C18 DELTA 50°09'52" 49°18'27" 90°00'00" 180°00'00" 6°56'33" 62°16'49" 165°58'03" 89°51'16" 44°44'38" 112°06'18" 90°08'44" 77°50'02" 111°00'23" 22°00'57" 27°09'03" 9°48'27" RADIUS 49.00' 4.00' 3.00' 4.50' 218.00' 50.00' 4.00' 2.00' 24.00' 5.00' 2.00' 25.00' 12.00' 50.00' 30.00' 30.00' LENGTH 42.90' 3.44' 4.71' 14.14' 26.41' 54.35' 11.59' 3.14' 18.74' 9.78' 3.15' 33.96' 23.25' 19.21' 14.22' 5.14' BEARING S44°47'01"E S44°21'19"E N65°59'28"E S69°00'32"E S65°32'16"E S30°55'35"E N13°58'29"E S66°03'50"W N23°29'09"W N54°56'19"E S23°56'10"E S30°56'56"E S63°28'16"W S72°02'01"E N83°22'59"E N64°54'14"E CHORD 41.54' 3.34' 4.24' 9.00' 26.40' 51.71' 7.94' 2.82' 18.27' 8.30' 2.83' 31.41' 19.78' 19.09' 14.08' 5.13' CURVE TABLE CURVE C19 C20 C21 C22 C23 DELTA 57°56'01" 62°16'49" 90°00'00" 67°00'14" 90°00'00" RADIUS 15.00' 30.00' 10.00' 20.00' 10.00' LENGTH 15.17' 32.61' 15.71' 23.39' 15.71' BEARING N88°58'00"E S30°55'35"E S45°12'50"W N85°28'21"E N73°58'28"E CHORD 14.53' 31.03' 14.14' 22.08' 14.14' 2 2 LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT STEPS GARDEN BOXES HC2 HORIZONTAL CONTROL PLAN S. Thomas S. Thomas 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 6 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET HC1 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. NOTES: STANDARD ACCESS RAMP S CURB AND GUTTER DIRECTIONAL ACCESS RAMP D X' PAN PX CORNER APPROACH ACCESS RAMP C VERTICAL CURB AND GUTTER MONOLITHIC OUTFALL CURB, PARKING & GUTTER 18" INFALL CURB AND GUTTER 18" OUTFALL VERTICAL CURB AND GUTTER 1 2 3 4 KEYMAP HC1 HC2 W W W G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO G G G G G G G G G G G G G G G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C ABLE VAULT ELEC VAULT ELEC ELEC T S VAULT F.O. S D W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP PRIVATE DRIVE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP 20' EX. SANITARY SEWER EASEMENT 9' EX. UTILITY AND ACCESS EASEMENT EX. SIGHT DISTANCE EASEMENT 58.5' HALF RIGHT OF WAY 30' EMERGENCY ACCESS EASEMENT 24' EMERGENCY ACCESS EASEMENT 20' EMERGENCY ACCESS EASEMENT 15' UTILTY, ACCESS, AND DRAINAGE EASEMENT 10' DRAINAGE EASEMENT DRAINAGE EASEMENT UTILITY AND DRAINAGE EASEMENT 4 C 4 3 3 4 4 4 3 4 3 3 3 HC PARKING HC PARKING "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" "NO PARKING FIRE LANE" 9' (TYP.) 18' (TYP.) 9' (TYP.) 18' (TYP.) 8' 8' 8' S "NO PARKING FIRE LANE" 6.5' SIDEWALK 6.5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 5' SIDEWALK 16' "NO PARKING FIRE LANE" 5' SIDEWALK 6.5' SIDEWALK BIKE RACK "FIRELANE ONLY" "FIRELANE ONLY" 4 24' DRIVE LANE 4 LANDSCAPE RETAINING WALL 2.5' MAX HEIGHT 2 2 5' SIDEWALK D 2' WIDE CURB CHASE HC1 HORIZONTAL CONTROL PLAN S. Thomas S. Thomas 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 5 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET HC2 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: 1. CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2. ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 3. ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD. 4. SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 5. SEE GEOTECHNICAL REPORT FOR SUBGRADE PREPARATION AND PAVEMENT RECOMMENDATIONS. 6. REFER TO SITE AND LANDSCAPE PLANS FOR PAVERS, DECORATIVE PAVING, SCORING, ETC. NOTES: STANDARD ACCESS RAMP S CURB AND GUTTER DIRECTIONAL ACCESS RAMP D X' PAN PX CORNER APPROACH ACCESS RAMP C VERTICAL CURB AND GUTTER MONOLITHIC OUTFALL CURB, PARKING & GUTTER 18" INFALL CURB AND GUTTER 18" OUTFALL VERTICAL CURB AND GUTTER 1 2 3 4 KEYMAP HC1 HC2 Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 4 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET EC1 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. Northern Engineering Services, Inc. NE Project No. 1284-001 Date: July 7, 2016 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED VILLAGE COOPERATIVE OF FORT COLLINS HORSETOOTH AND STANFORD ROADS" EEC Project No. 1162088 Date: October 21, 2016 KEYMAP EC1 EC2 W W W G G G G G G G G G G G G G G G G G FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO W W STRACHAN 1ST OWNER: ASPEN LEAF SPE LLC N:113449.14 E:196923.80 FND #4 REBAR W/ WPC ILLEGIBLE STRACHAN 3RD OWNER: ARENA I LLC AND ARENA II LLC HORSETOOTH ROAD RIGHT OF WAY VARIES 107.5' TO 108.5' STANFORD ROAD 78' RIGHT OF WAY STRACHAN 3RD OWNER: PETERSON-MOORE LLP GREENLEE INVESTMENTS LLLP PRIVATE DRIVE N:113423.03 E:196654.22 FND #4 REBAR W/ WPC ILLEGIBLE N:113529.92 E:196713.26 FND #4 REBAR W/ WPC ILLEGIBLE N:113239.19 E:196590.45 FND #4 REBAR NO CAP 5' EX. ACCESS EASEMENT TO BE VACATED 20' EX. SANITARY SEWER EASEMENT EX. DRAINAGE AND STORM SEWER EASEMENT TO BE VACATED 9' EX. UTILITY AND ACCESS EASEMENT TO BE VACATED 9' EX. UTILITY AND ACCESS EASEMENT 20' EX. CITY OF FORT COLLINS UTILITY EASEMENT TO BE VACATED 5' EX. DRAINAGE EASEMENT TO BE VACATED 30' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED 30' EX. EMERGENCY ACCESS EASEMENT TO BE VACATED EX. DRAINAGE EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED EX. WATER AND UTILITY EASEMENT TO BE VACATED EX. SIGHT DISTANCE EASEMENT 58.5' HALF RIGHT OF WAY SAWCUT AND REMOVE 32 LF CURB AND GUTTER SAWCUT AND REMOVE 67 LF CURB AND GUTTER REMOVE PAVEMENT REMOVE PAVEMENT STRIPING STRIPING SAWCUT EDGE OF ASPHALT 1' WIDE AND REMOVE EXISTING ASPHALT RELOCATE EXISTING FC BIKEWAYS SIGN EXISTING STORM JUNCTION STRUCTURE TO BE RELOCATED, RECONSTRUCTED OR LEFT IN PLACE. DEMOLISH EXISTING INLET DEMOLISH EXISTING INLET RELOCATE EXISTING TELECOM BOX RELOCATE EXISTING ELECTRIC VAULTS SAW CUT AND PATCH ASPHALT ±151 SQ. YD. EX. 8" SANITARY SEWER EX. 12" WATERMAIN EC1 AND DEMOLITION PLAN EXISTING CONDITIONS S. Thomas S. Thomas 1"=20' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 3 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 MATCHLINE-SEE SHEET EC2 No. Revisions: By: Date: REVIEWED BY: N. HAWS DESIGNED BY: DRAWN BY: SCALE: DATE: 10/25/16 PROJECT: 1284-001 Sheet Of 15 VILLAGE COOPERATIVE OF FORT COLLINS These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET 10/25/16 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E N G I N E E R I N G N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. Northern Engineering Services, Inc. NE Project No. 1284-001 Date: July 7, 2016 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC H Y D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) Earth Engineering Consultants, LLC. "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED VILLAGE COOPERATIVE OF FORT COLLINS HORSETOOTH AND STANFORD ROADS" EEC Project No. 1162088 Date: October 21, 2016 KEYMAP EC1 EC2 COLORADO Know what's below. Call before you dig. R A. GENERAL NOTES 1. All materials, workmanship, and construction of ppublic improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the Preliminary Drainage Report for Village Cooperative of Fort Collins dated October 25th, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-92: APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT RD. AND SHIELDS ST., ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 28-92: SOUTHWEST CORNER OF WEST PROSPECT RD. AND CENTER AVE., ON A WATER VALVE PIT. ELEVATION: 5010.65 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M. AS BEARING SOUTH 89°22'14" EAST 41. All stationing is based on centerline of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46. After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3. All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the Preliminary Drainage Report for Village Cooperative of Fort Collins dated October 25th, 2016 by Northern Engineering Services, Inc., shall be followed and implemented. 3. Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1. All waterline and sanitary sewer construction shall conform to the Fort Collins Utility standards and specifications current to date of construction. 2. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3. Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4. HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal box and tracer wire test lid per City Water Detail 25. CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner OCTOBER 2016 CONTACT INFORMATION PROJECT TEAM: Northern Engineering Services, Inc. Nick Haws, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Eric Smith, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R I N G N O R T H E RN E N G I N E E R I N G N O R T H E RN I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: PROJECT LOCATION VICINITY MAP NORTH 1"=2000' SITE ENGINEER SURVEYOR PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 7-13: NORTHWEST CORNER OF HORSETOOTH RD. AND TIMBERLINE RD., ON A CONCRETE TRAFFIC SIGNAL BASE. ELEVATION: 5005.59 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED = NAVD88 - 3.17. BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF LOT 1 AS BEARING NORTH 89°51'02" WEST. Northern Engineering Services, Inc NE Project No. 1284-001 Date: July 7, 2016 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, LLC EEC Project No. 1162088 Date: October 21, 2016 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX COVER SHEET GENERAL & CONSTRUCTION NOTES CS1 CS2 EC1-EC2 EXISTING CONDITIONS & DEMOLITION PLAN UTILITY PLANS FOR VILLAGE COOPERATIVE OF FORT COLLINS CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. Call before you dig. R UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power-- Luke Unruh (970) 416-2724 CABLE------------- Comcast---------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink------------------------------- William Johnson (970) 377-6401 WATER------------ City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 WASTEWATER--City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 LANDSCAPE ARCHITECT STORMWATER- City of Fort Collins Utilities----------- Shane Boyle (970) 221-6339 GEOTECHNICAL ENGINEER Earth Engineering Consultants, LLC David A. Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 DEVELOPER/APPLICANT U1-U2 UTILITY PLAN G1-G2 GRADING PLAN R3 HORSETOOTH ROAD STRIPING PLAN LOT 1, BELLAVISTA PDP, LOCATED IN THE SOUTHWEST QUARTER OF SECTION 25, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Ripley Design Inc. Cathy Mathis 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 DR1 DRAINAGE EXHIBIT XS1 HORSETOOTH ROAD CROSS SECTIONS HC1-HC2 HORIZONTAL CONTROL & SIGNAGE PLAN R1-R2 HORSETOOTH ROAD PLAN & PROFILE Village Cooperative of Fort Collins Shane Wright 1400 Corporate Center Curve, Suite 100 Eagan, Minnesota 55121 (651) 760-8306