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HomeMy WebLinkAboutNORTHFIELD FILING 1 EXPANDED - PDP180011 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSSITE CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PROPOSED STREET LIGHT PROPOSED STORM SEWER EXISTING SANITARY SEWER MAIN PROPOSED TELEPHONE LINE EXISTING GAS EXISTING STORM SEWER EXISTING WATER MAIN EXISTING MANHOLE PROPOSED STORM INLET LEGEND PROPOSED CONCRETE PROPOSED MINOR CONTOUR EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER MAIN PROPOSED WATER MAIN EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE LIMITS OF CONSTRUCTION EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED WATER VALVE PROPOSED MANHOLE PROPOSED UTILITY POLE EXISTING STREET LIGHT PROPOSED SWALE PROPOSED DIRECTION OF OVERLAND FLOW N. LEMAY AVENUE MATCHLINE SEE SHEET 4 MATCHLINE SEE SHEET 3 LAKE CANAL SNYDER, RICHARD F SCHLAGEL, DONALD E /CHERYL D SCHLAGEL, LEONARD L /JUNE S UNTERBERGER, LORIN Graham, John C/Ginger L KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY REDWOOD STREET LAKE CANAL DRY CREEK MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 4 SNYDER, RICHARD F TRACT A, REDWOOD VILLAGE PUD PHASE II ROCKY MOUNTAIN RAPTOR PROGRAM SNYDER, RICHARD F KEY MAP NTS N W E S 0 50' 50 25 50 100 SCALE: 1" = CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. N. LEMAY AVENUE MATCHLINE SEE SHEET 2 MATCHLINE SEE SHEET 3 SWARTZ, DAVID A, MILCAN, SUSAN MARIE LOT 29 ARREOLA, MANUEL L LOT 30 CUSACK, JOAN E LOT 37 EMMERICH, KARLA J LOT 41 Tallent, Charles G / Tami A BAZOIN-LAPPARTIENT, ANDREA MARIE, GREGORY C LOT 40 MONDRAGON, LUCY V / CHRISTINA M, LOT 28 ALTA VISTA SUBDIVISION Graham, John C/Ginger L Kederike Lemay, LLC ROCKY MOUNTAIN RAPTOR PROGRAM MAIN STREET KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = ONLY ONLY ONLY ONLY ONLY ONLY N. LEMAY AVENUE E. SUNIGA ROAD TOOMEY DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE A A B B C C DRY CREEK CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 100' 100 50 100 200 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R SECTION A-A SECTION B-B SECTION C-C LAKE CANAL DITCH MATCHLINE SEE SHEET 7 N. LEMAY AVENUE TOOMEY DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY Block 2 Block 1 Block 3 Block 7 Block 6 Block 5 Block 8 Block 14 Block 9 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 ONLY ONLY ONLY LAKE CANAL DITCH MATCHLINE SEE SHEET 6 SCHLAGEL STREET E. SUNIGA ROAD REDWOOD STREET MATCHLINE SEE SHEET 8 Block 11 Lot 1 Tract D (Drainage, Utility, & Access Easement) Tract B (Drainage, Utility, & Access Easement) Tract G (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract H (Drainage, Utility, & Access Easement) STEELEY DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Block 20 Drive 'J' Drive 'J' Bldg 2b Bldg 1b Bldg 14a Bldg 2a Bldg 4a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 8a Bldg 9a Bldg 1d KEY MAP NTS N W E S 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date ONLY ONLY ONLY MATCHLINE SEE SHEET 6 N. LEMAY AVENUE E. SUNIGA ROAD LANDMARK WAY MATCHLINE SEE SHEET 7 RAIN GARDEN Tract I (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract H (Drainage, Utility, & Access Easement) Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 1 Lot 2 Lot 3 AE AG AH AG AE AH AF LAKE CANAL DITCH FUTURE LEMAY AVENUE MATCHLINE SEE SHEET 11 MATCHLINE SEE SHEET 10 N. LEMAY AVENUE TOOMEY DRIVE PIONEER TRAIL ROAD LANDMARK WAY Tract C (Drainage, Utility, & Access Easement) Tract B (Drainage, Utility, & Access Easement) Tract A (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract B (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) POND B2 POND A2 SCHLAGEL STREET 4956.38 FEET 4956.38 FEET STA: 139+11 STA: 139+11 4954.08 FEET STA: 127+80 4954.08 FEET STA: 127+80 4952.98 FEET STA: 122+37 4951.84 FEET STA: 118+01 4951.84 FEET STA: ONLY ONLY ONLY AH AI AI AJ AJ AK AI AH LAKE CANAL DITCH DRY CREEK E. SUNIGA ROAD MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 11 STEELEY DRIVE POND B1 REDWOOD STREET Tract D (Drainage, Utility, & Access Easement) Tract B (Drainage, Utility, & Access Easement) Tract G (Drainage, Utility, & Access Easement) (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract H (Drainage, Utility, & Access Easement) POND C 4956.38 FEET STA: 139+11 4960.48 FEET STA: 144+91 4960.48 FEET STA: 144+91 4960.77 FEET STA: 147+32 4961.25 FEET STA: 149+48 4956.38 FEET STA: 139+11 A A B B Block 11 Lot 1 Lot 1 ONLY ONLY ONLY AE AF AG E. SUNIGA ROAD MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 10 LANDMARK WAY N. LEMAY AVENUE RAIN GARDEN POND D Tract I (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract H (Drainage, Utility, & Access Easement) POND B1 POND A2 POND A1 4954.08 FEET STA: 127+80 4952.98 FEET STA: 122+37 4951.84 FEET STA: 118+01 FUTURE SUNIGA ROAD Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 20 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Block 16 Lot 1 Lot 2 Lot 3 E. SUNIGA ROAD CL PROFILE 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 ONLY ONLY LAKE CANAL DITCH MATCHLINE STA 47+00 SEE SHEET 13 LAKE CANAL DITCH E. SUNIGA ROAD REDWOOD STREET Tract D (Drainage, Utility & Access Easement) Tract G (Drainage, Utility & Access Easement) KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 E. SUNIGA ROAD CL PROFILE 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 47+00 47+50 48+00 48+50 49+00 49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 ONLY ONLY E. SUNIGA ROAD E. SUNIGA ROAD MATCHLINE STA 47+00 SEE SHEET 12 Tract E (Drainage, Utility & Access Easement) Tract H (Drainage, Utility & Access Easement) MATCHLINE STA 56+50 SEE SHEET 14 Tract I (Drainage, Utility, & Access Easement) KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date E. SUNIGA ROAD CL PROFILE 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00 61+50 62+00 62+50 63+00 63+50 64+00 64+50 ONLY MATCHLINE STA 56+50 SEE SHEET 13 E. SUNIGA ROAD N. LEMAY AVENUE Tract F (Drainage, Utility & Access Easement) Tract I (Drainage, Utility, & Access Easement) KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' E. SUNIGA ROAD STEELEY DRIVE CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 LAKE CANAL DITCH Tract E (Drainage, Utility, & Access Easement) Tract D (Drainage, Utility, & Access Easement) Tract G (Drainage, Utility, & Access Easement) Tract H (Drainage, Utility, & Access Easement) Block 11 Lot 1 Tract B (Drainage, Utility, & Access Easement) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date STEELEY DRIVE LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCHLAGEL STREET MATCHLINE STA 13+00 see sheet 17 Tract B (Drainage, Utility & Access Easement) Tract E (Drainage, Utility & Access Easement) Block 11 Lot 1 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date SCHLAGEL STREET LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 MATCHLINE STA 22+00 SEE SHEET 18 MATCHLINE STA 13+00 SEE SHEET 16 SCHLAGEL STREET TRACT B (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT A (DRAINAGE, UTILITY, & ACCESS EASEMENT) SCHLAGEL STREET TRACT E (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT C (DRAINAGE, UTILITY, & ACCESS EASEMENT) Block 7 Block 6 Block 8 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 SCHLAGEL STREET TRACT A (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT C (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT F (DRAINAGE, UTILITY, & ACCESS EASEMENT) Block 2 Block 1 Block 3 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Block 4 KEY MAP NTS N N. LEMAY AVENUE CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 MATCHLINE STA 39+50 SEE SHEET 20 SCHLAGEL STREET N. LEMAY AVENUE Tract F (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract A (Drainage, Utility, & Access Easement) Block 1 Block 3 Lot 5 Lot 6 Lot 7 Lot 8 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 KEY MAP NTS N W E S MATCHLINE STA 39+50 SEE SHEET 20 SCHLAGEL STREET (SEE SHEET 18) N. LEMAY AVENUE Tract F (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract A (Drainage, Utility, & Access Easement) Block 1 Block 3 Lot 4 Lot 5 Lot 6 Lot 7 N. LEMAY AVENUE CL PROFILE 4945 4950 4955 4960 4965 4945 4950 4955 4960 4965 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 ONLY MATCHLINE STA 39+50 SEE SHEET 19 E. SUNIGA ROAD (SEE SHEET 14) N. LEMAY AVENUE Tract F (Drainage, Utility, & Access Easement) Tract I (Drainage, Utility, & Access Easement) KEY MAP NTS N W E S ONLY MATCHLINE STA 39+50 SEE SHEET 19 E. SUNIGA ROAD (SEE SHEET 14) N. LEMAY AVENUE Tract F (Drainage, Utility, & Access Easement) Tract I (Drainage, Utility, & Access Easement) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date HARVEST SUN STREET CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 TOOMEY DRIVE Block 7 Block 8 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 LAKE CANAL DITCH KEY MAP NTS N W E S LANDMARK WAY (SEE SHEET 24) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE HARVEST SUN STREET CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 TOOMEY DRIVE Block 14 Block 9 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date TOOMEY DRIVE LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT MATCHLINE STA 18+90 SEE SHEET 22 PIONEER TRAIL ROAD Tract A (Drainage, Utility, & Access Easement) Tract C (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Block 2 Block 1 Block 3 Block 14 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Block 4 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 LANDMARK WAY ROAD CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 LANDMARK WAY Tract C (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Block 9 Lot 1 Lot 1 Lot 2 Lot 3 Block 17 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date ONLY ONLY ONLY ONLY ONLY ONLY N. LEMAY AVENUE E. SUNIGA ROAD TOOMEY DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD SIGHT DISTANCE EXHIBIT 1/23/19 1" = 100' N/A JTC JTC 18-1000-00 ---- 25 25 0 100' 100 50 100 200 SCALE: 1" = CORNER INTERSECTION SIGHT DISTANCE LINE-OF-SIGHT EDGE OF PAVEMENT PROPERTY LINE OBSTRUCTION DESIGN SPEED (MPH) 55 50 40 45 30 25 20 35 CORNER INTERSECTION SIGHT DISTANCE (FT.)* 310 260 210 830 660 520 1240 1030 ** ** ** D=13' Corner sight distance measured from a point on the minor road at 13 feet back from the edge of the major road pavement (flowline) and measured from a height of eye at 3.50 feet on the minor road to a height of object at 4.25 feet on the major road. At Local-Local street intersections only, the "D" distance shall be ten feet (10') and the sight distance shall be measured to the centerline of the street. For private driveway access to a public street, use 10 feet back from flowline (or shoulder for gravel roads). * ** *** SIGHT DISTANCE AT INTERSECTIONS Line Of Sight must be within R.O.W. or sight distance easement. NOTE: CURB CURB D (Unsignalized) (Vehicle Path) 15 MAJOR STREET MINOR STREET **** * 210 ** These values apply to passenger cars on 2-lane roads only. Intersections and access serving trucks or on multi-lane roadways requires separate analysis. MAJOR STREET OR ACCESS Adjustments may be required for a skewed intersection. 1. 2. CORNER INTERSECTION SIGHT DISTANCE LINE-OF-SIGHT EDGE OF PAVEMENT PROPERTY LINE OBSTRUCTION DESIGN SPEED (MPH) 55 50 40 45 30 25 20 35 CORNER INTERSECTION SIGHT DISTANCE (FT.)* 310 260 210 830 660 520 1240 1030 ** ** ** D=13' Corner sight distance measured from a point on the minor road at 13 feet back from the edge of the major road pavement (flowline) and measured from a height of eye at 3.50 feet on the minor road to a height of object at 4.25 feet on the major road. At Local-Local street intersections only, the "D" distance shall be ten feet (10') and the sight distance shall be measured to the centerline of the street. For private driveway access to a public street, use 10 feet back from flowline (or shoulder for gravel roads). * ** *** SIGHT DISTANCE AT INTERSECTIONS Line Of Sight must be within R.O.W. or sight distance easement. NOTE: CURB CURB D (Unsignalized) (Vehicle Path) 15 MAJOR STREET MINOR STREET **** * 210 ** These values apply to passenger cars on 2-lane roads only. Intersections and access serving trucks or on multi-lane roadways requires separate analysis. MAJOR STREET OR ACCESS Adjustments may be required for a skewed intersection. 1. 2. SIGHT DISTANCE TRIANGLE LEGEND NOTES 1. THERE ARE THREE INTERSECTION SIGHT DISTANCE SCENARIOS ON-SITE; PRIVATE DRIVE - LOCAL, LOCAL - LOCAL, AND LOCAL - ARTERIAL. 2. FOR LOCAL - ARTERIAL INTERSECTIONS, THE LINE OF SIGHT ORIGIN WAS MEASURED FROM 2.5 FEET FROM THE CENTERLINE OF THE MINOR STREET, 13 FEET FROM THE FLOWLINE OF THE MAJOR STREET. 3. FOR PRIVATE DRIVE - LOCAL AND LOCAL - LOCAL INTERSECTIONS, THE LINE OF SIGHT ORIGIN WAS MEASURED FROM THE CENTERLINE OF THE MINOR STREET, 10 FEET FROM THE FLOWLINE OF THE STREET TO WHICH THE CONNECTION IS BEING MADE. 4. WHERE SIGHT DISTANCES EXTEND INTO OR BEYOND T - INTERSECTIONS, THE SIGHT DISTANCE WAS LIMITED TO THE CENTERLINE OF THE STREET TO WHICH THE CONNECTION IS BEING MADE. 5. WHERE SIGHT DISTANCES EXTEND INTO OR BEYOND A 90° CURVE IN THE STREET, THE SIGHT DISTANCE WAS LIMITED TO THE POINT OF CURVATURE IN THE CENTERLINE OF THE CURVE. SIGHT DISTANCE TRIANGLE DETAIL NTS N W E S LANDMARK WAY LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE PROPOSED FLOWLINE, CURB & GUTTER E. SUNIGA ROAD (SEE SHEET 13) TOOMEY DRIVE (SEE SHEET 22) E. SUNIGA ROAD (SEE SHEET 14) TOOMEY DRIVE (SEE SHEET 22) CONNECTOR LOCAL W/ MEDIAN STREET DETAIL TYPICAL TURN LANE MEDIAN DETAIL NTS CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE LANDMARK WAY ROAD STA 9+50 TO 15+50 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 24 25 LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. Lot 6 PIONEER TRAIL ROAD CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PIONEER TRAIL ROAD LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCHLAGEL STREET (SEE SHEET 18) SCHLAGEL STREET (SEE SHEET 18) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE PIONEER TRAIL ROAD STA 18+90 TO 25+08 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 23 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. RIGHT-OF-WAY LINE LOT LINE LANDMARK WAY (SEE SHEET 24) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' PIONEER TRAIL ROAD (SEE SHEET 23) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE TOOMEY DRIVE STA 9+50 TO 18+90 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 22 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCHLAGEL STREET (SEE SHEET 17) SCHLAGEL STREET (SEE SHEET 17) TOOMEY DRIVE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE TOOMEY DRIVE STA 7+71 TO 13+50 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 21 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. Date Date Date N. LEMAY AVENUE LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' INTERIM CONDITION ULTIMATE CONDITION N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE N. LEMAY AVE STA 39+50 TO 47+00 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 20 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. Lot 8 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N. LEMAY AVENUE LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE MATCHLINE STA 30+05 SEE SHEET 18 STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE ULTIMATE CONDITION INTERIM CONDITION MATCHLINE STA 30+05 SEE SHEET 18 N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE N. LEMAY AVE STA 30+05 TO 39+50 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 19 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. W E S SCHLAGEL STREET TRACT A (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT C (DRAINAGE, UTILITY, & ACCESS EASEMENT) TRACT F (DRAINAGE, UTILITY, & ACCESS EASEMENT) Block 2 Block 1 Block 3 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Block 4 CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE MATCHLINE STA 30+05 SEE SHEET 19 SCHLAGEL STREET MATCHLINE STA 22+00 SEE SHEET 17 PIONEER TRAIL ROAD (SEE SHEET 23) N. LEMAY AVENUE (SEE SHEET 19) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' MATCHLINE STA 22+00 SEE SHEET 17 PIONEER TRAIL ROAD (SEE SHEET 23) N. LEMAY AVENUE (SEE SHEET 19) INTERIM CONDITION ULTIMATE CONDITION MATCHLINE STA 30+05 SEE SHEET 19 N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 22+00 TO 30+05 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 18 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date SCHLAGEL STREET LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' TOOMEY DRIVE (SEE SHEET 21) TOOMEY DRIVE (SEE SHEET 21) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 13+00 TO 22+00 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 17 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. RIGHT-OF-WAY LINE LOT LINE STEELEY DRIVE (SEE SHEET 15) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' STEELEY DRIVE (SEE SHEET 15) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE SCHLAGEL STREET STA 10+00 TO 13+00 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 16 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE KEY MAP NTS N W E S 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' E. SUNIGA ROAD (SEE SHEET 12) E. SUNIGA ROAD (SEE SHEET 14) SCHLAGEL STREET (SEE SHEET 16) STEELEY DRIVE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE STEELEY DRIVE STA 7+45 TO 14+19 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 15 25 CONNECTOR LOCAL STREET DETAIL NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE N. LEMAY AVENUE (SEE SHEET 20 ) N. LEMAY AVENUE (SEE SHEET 20 ) LEFT TURN MEDIAN STREET DETAIL TYPICAL 4-LANE ARTERIAL STREET SECTION NOTE: THE FINAL SUNIGA ROAD CROSS-SECTION WILL BE PER THE CITY'S RAISED PROTECTED BIKE LAND SECTION PROVIDED BY THE CITY'S CAPITAL IMPROVEMENT ENGINEER. N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 56+50 TO 64+50 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 14 25 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. E. SUNIGA ROAD LEGEND PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE LANDMARK WAY (SEE SHEET 24) STEELEY DRIVE (SEE SHEET 15) 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' STEELEY DRIVE (SEE SHEET 15) LEFT TURN MEDIAN STREET DETAIL TYPICAL 4-LANE ARTERIAL STREET SECTION NOTE: THE FINAL SUNIGA ROAD CROSS-SECTION WILL BE PER THE CITY'S RAISED PROTECTED BIKE LAND SECTION PROVIDED BY THE CITY'S CAPITAL IMPROVEMENT ENGINEER. N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 47+00 TO 56+50 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 13 25 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' E. SUNIGA ROAD LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS. 2. PAVEMENT SECTION TO BE DESIGNED BY GEOTECHNICAL ENGINEER. REFERENCE "PRELIMINARY SUBSURFACE EXPLORATION AND GROUNDWATER REPORT SCHLAGEL PROPERTY NORTH OF EAST VINE DRIVE AND WEST OF NORTH LEMAY AVENUE", PREPARED BY EARTH ENGINEERING CONSULTANTS, DATED 08/16/17, FOR PRELIMINARY GEOTECHNICAL RECOMMENDATIONS. 3. LEFT AND RIGHT FLOWLINE PROFILES, STREET DETAILS, AND INTERSECTION DETAILS ARE TO BE PROVIDED WITH THE FCP SUBMITTAL. 4. OFFSITE STREET GRADING/DESIGN WILL BE PROVIDED WITH THE FCP SUBMITTAL AS REQUIRED. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER LEFT TURN MEDIAN STREET DETAIL TYPICAL 4-LANE ARTERIAL STREET SECTION NOTE: THE FINAL SUNIGA ROAD CROSS-SECTION WILL BE PER THE CITY'S RAISED PROTECTED BIKE LAND SECTION PROVIDED BY THE CITY'S CAPITAL IMPROVEMENT ENGINEER. PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD STREET PLAN & PROFILE E. SUNIGA ROAD STA 37+50 TO 47+00 1/23/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 12 25 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 17 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 15 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT. FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH LEGEND EX MAJOR CONTOUR SPILL GUTTER EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) AH 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD GRADING & DRAINAGE PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 11 25 Lot 2 Lot 3 Lot 4 Block 20 KEY MAP NTS N W E S REGIONAL TRAIL SECTION A-A 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 -0+25 0+00 0+50 1+00 1+25 REGIONAL TRAIL SECTION B-B HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=10' 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 -0+25 0+00 0+50 1+00 1+25 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT. FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). BASIN COEFFICIENT (100-YR) BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH LEGEND EX MAJOR CONTOUR SPILL GUTTER EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) AH 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD GRADING & DRAINAGE PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 10 25 118+01 Block 2 Block 1 Block 3 Block 7 Block 6 Block 5 Block 8 Block 14 Block 9 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 4 Block 9 Block 10 Block 11 L ot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 KEY MAP NTS N W E S 0 50' 50 25 50 100 SCALE: 1" = CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date BASIN COEFFICIENT (100-YR) AH BASIN DESIGNATION BASIN AREA DESIGN POINT DRAINAGE FLOW ARROW DRAINAGE BASIN BOUNDARY DRAINAGE BASIN FLOW PATH LEGEND EX MAJOR CONTOUR SPILL GUTTER EX MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) NOTES 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL EXISTING INLETS DOWNSTREAM FROM THE CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED WITH OWNER'S APPROVAL FOR REMOVAL. 2. THE EXTENT OF EROSION CONTROL PROTECTION SHALL BE OBSERVED AND ADJUSTED AS NEEDED DURING CONSTRUCTION BASED ON SITE CONDITIONS AND THE PERFORMANCE OF THE EROSION CONTROL CONTROL MEASURES SHOWN, TO SUPPLY SUFFICIENT EROSION CONTROL AND MINIMIZE DOWNSTREAM WATERWAY POLLUTION. 3. LIMIT DISTURBANCE TO AREAS WITHIN EROSION CONTROL BOUNDARIES. ADJUST EROSION CONTROL BOUNDARIES AS NECESSARY TO ADEQUATELY COMPLETE PROPOSED WORK. ALL DISTURBED AREAS SHALL BE PREPARED (SEEDED & MULCHED, SURFACE ROUGHENING, ETC.) TO MINIMIZE EROSION POTENTIAL AND SOIL MIGRATION. 4. STORMWATER MANAGEMENT PLAN SHALL BE PREPARED AND SUBMITTED BY CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. 5. SEE LANDSCAPE PLAN FOR REVEGETATION METHODS AND DETAILS. DURING CONSTRUCTION, ANY SOIL DISTURBED AND NOT UNDER ACTIVE CONSTRUCTION SHALL BE SEEDED AND MULCHED PER LCUASS STANDARDS. 6. ANY DISTURBED LAND MUST RECEIVE SURFACE ROUGHENING, INCLUDING BUT NOT LIMITED TO SLOPED AREAS. 7. AREAS THAT EXPERIENCE EROSION ISSUES FROM STEEP SLOPES OR WATER EROSION RESULTING IN SEED NOT BEING ABLE TO ESTABLISH DURING THE FIRST GROWING SEASON SHALL REQUIRE RESEEDING AND EROSION CONTROL BLANKETS TO STABILIZE THE SOIL. 8. REFERENCE NORTHFIELD PRELIMINARY DRAINAGE REPORT. FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1 FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2.A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD GRADING & DRAINAGE PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 9 25 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 18 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 19 Drive 'F' Drive 'F' Drive 'E' Drive 'I' Drive 'H' Drive 'G' Drive 'J' Bldg 10a Bldg 11a Bldg 12a Bldg 13a Bldg 1d Bldg 2d Bldg 3d Bldg 4d Bldg 5d Bldg 6d Bldg 2c Bldg 1c Bldg 3c Bldg 4c Bldg 5c Bldg 6c Bldg 8c Bldg 9c Bldg 7c KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 17. SEE SHEET 5 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 8 25 City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 17. SEE SHEET 5 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 7 25 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Tract C (Drainage, Utility, & Access Easement) Tract A Block 4 (Drainage, Utility, & Access Easement) Tract A (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) Tract E (Drainage, Utility, & Access Easement) Tract B (Drainage, Utility, & Access Easement) Tract F (Drainage, Utility, & Access Easement) MATCHLINE SEE SHEET 8 FUTURE LEMAY AVENUE Block 9 Block 10 Block 11 L ot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 12 Block 13 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Drive 'B' Drive 'B' Drive 'A' Drive 'A' Drive 'B' Drive D' Drive 'C' Drive 'E' Bldg 5b Bldg 4b Bldg 3b Bldg 2b Bldg 15a Bldg 16a Bldg 17a Bldg 2c Bldg 3c Bldg 4c Bldg 5c Bldg 6c Bldg 8c Bldg 9c Bldg 12c Bldg 13c Bldg 14c Bldg 15c Bldg 10c Bldg 11c Bldg 7d Bldg 19d Bldg 20d Bldg 15d Bldg 18d Bldg 16d Bldg 17d Bldg 8d Bldg 9d Bldg 10d Bldg 12d Bldg 11d Bldg 13d Bldg 14d COMMUNITY CLUBHOUSE Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 KEY MAP NTS N W E S CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN PROVIDED BY OTHERS AND DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM OWNER/UTILITY OWNER BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON-MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). 2. IN ADDITION TO MEETING APPLICABLE LCUASS, STATE OR FEDERAL STANDARDS, ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION OF PUBLIC WATER AND WASTEWATER SYSTEM IMPROVEMENTS SHALL MEET OR EXCEED THE STANDARDS SET FORTH IN THE CITY OF FORT COLLINS WATER AND WASTEWATER DEVELOPMENT STANDARDS. 3. IN CASES OF CONFLICT BETWEEN THESE SIGNED PLANS AND APPLICABLE STANDARDS, THE MOST RESTRICTIVE STANDARD SHALL APPLY. 4. ALL WATER MAINS AND FIRE LINES SHALL BE AWWA C900 PLASTIC PRESSURE PIPE (DR-18, PRESSURE CLASS 305). ALL PLASTIC PRESSURE PIPE SHALL HAVE TRACER WIRE PER STANDARDS. ALL FITTINGS ON THE PROPOSED FIRE LINES AND FIRE HYDRANT LATERALS SHALL BE FULLY RESTRAINED JOINTS PER CITY STANDARDS (MEGA-LUG OR APPROVED EQUAL). 5. ALL WATER SERVICES SHALL BE TYPE K SOFT COPPER. 6. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM OF 5.5', UNLESS OTHERWISE NOTED. 7. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 8. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 9. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 10. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 11. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 12. STORM PIPES SHALL BE ADS HP STORM PIPE UNLESS OTHERWISE NOTED. 13. COORDINATE SITE LIGHTING AND ELECTRIC SERVICE ROUTING, DEMOLISHING, RELOCATING, AND MODIFICATIONS WITH THE ELECTRICAL ENGINEER, ARCHITECT, AND OWNER. 14. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 15. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 16. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 17. SEE SHEET 5 FOR FLOODPLAIN/FLOODWAY LIMITS AND REQUIREMENTS. 0 50' 50 25 50 100 SCALE: 1" = N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD UTILITY PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 6 25 PRELIMINARY PRIVATE DRIVE UTILITY LAYOUTS (SEE PLAN VIEW FOR SECTION LOCATIONS) NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD OVERALL UTILITY PLAN 1/23/19 1" = 100' N/A JTC JTC 18-1000-00 ---- 5 25 FLOODPLAIN NOTES 1. THE CURRENT EFFECTIVE (JUNE 17, 2008) FEMA FLOOD INSURANCE RATE MAP (FIRM, MAP NUMBERS 08096C0977G & 08069C0981G) DEPICTS THE 100-YR FLOODPLAIN IN SOME AREAS OF THE PROPOSED DEVELOPMENT. HOWEVER, IT IS ANTICIPATED THAT, AT THE TIME OF BUILDING CONSTRUCTION ON THE AFFECTED LOTS, THE NORTHEAST COLLEGE CORRIDOR OUTFALL PROJECT (NECCO) WILL HAVE REMAPPED THE FLOODPLAIN SUCH THAT THE 100-YR FLOODPLAIN WILL NO LONGER BE PRESENT ON THE PROPOSED DEVELOPMENT. IT IS ANTICIPATED THAT THE MAP REVISION WILL BE COMPLETED BY THE END OF 2019. 2. IF THE DEVELOPER DECIDES TO CONSTRUCT STRUCTURES OR OTHER CONSTRUCTION ELEMENTS IN THE CURRENT EFFECTIVE 100-YR FLOODPLAIN BEFORE THE REMAPPING EFFORTS ARE COMPLETE AND DOCUMENTED BY NECCO AND FEMA, IT SHOULD BE NOTED THAT ADDITIONAL ANALYSIS OF THE BFE IS NECESSARY, AND THE FOLLOWING NOTES WILL ALSO APPLY: 2.1. FLOODPLAIN USE PERMIT WILL BE REQUIRED FOR EACH STRUCTURE AND EACH SITE CONSTRUCTION ELEMENT (DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, ETC.) IN THE FLOODPLAIN 2.2. A FEMA ELEVATION OR FLOODPROOFING CERTIFICATE MUST BE COMPLETED AND APPROVED BEFORE THE CERTIFICATE OF OCCUPANCY (CO) IS ISSUED FOR ANY STRUCTURES IN THE FLOODPLAIN. 3. THE 500 -YR FLOODPLAIN (SHADED ZONE X - NOT SHOWN HEREON) IS DUE TO THE FLOODING OF THE POUDRE RIVER, CRITICAL FACILITIES ARE PROHIBITED WITHIN THE 500-YR FLOODPLAIN, FACILITIES FOR AT-RISK POPULATIONS (DAYCARES, SCHOOLS, NURSING HOMES, ETC.) AND EMERGENCY SERVICES FACILITIES (E.G. URGENT CARE, HOSPITALS, FIRE, POLICE). 4. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 100-YR FLOODPLAIN (FEMA) 100-YR FLOODWAY (FEMA) 500-YR FLOODPLAIN (FEMA) 100-YR FLOODPLAIN (NECCO) 100-YR FLOODWAY (NECCO) LEGEND NOTES: 1. ALL EXISTING UTILITY LOCATIONS SHOWN HAVE BEEN DETERMINED FROM A COMBINATION OF RECORD DRAWINGS, SURVEYED FIELD MARK-OUTS AND PHYSICAL OBSERVATIONS. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THE DRAWINGS WHICH PRESENTLY EXIST IN THE AREA OF CONSTRUCTION. THEREFORE, THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES IN THE PROJECT VICINITY PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL COORDINATE AND PROVIDE PROTECTION OF CONFLICTING UTILITIES. NOTIFY OWNER/ENGINEER IF ANY CONFLICTS ARE ENCOUNTERED. THE OWNER AND/OR ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN. 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 4 25 2. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, AND RELEVANT CONSTRUCTION AND/OR PHASING PLANS. ADDITIONAL DEMOTION OF PAVING, TREES, UTILITIES, STRUCTURES, ETC. TO BE PERFORMED AS REQUIRED. 3. ALL EXISTING UTILITIES TO REMAIN SHALL BE ADJUSTED TO FINAL GRADE. 4. CONTRACTOR RESPONSIBLE FOR ALL SURFACE REPAIR/REPLACEMENT TO RESTORE SIDEWALKS, PAVEMENT, CURB/GUTTER AND SOD AREAS DISTURBED BY NEW WORK. REPAIR/REPLACEMENTS SHALL BE COMPLETED PER CITY OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 3 25 OF FORT COLLINS STANDARDS AT CONTRACTOR EXPENSE. 5. EXISTING CONCRETE AND ASPHALT PAVING SHALL BE SAWCUT AND REMOVED PRIOR TO EXCAVATION. REMOVE CONCRETE TO THE NEAREST JOINT. 6. CONTRACTOR TO PROVIDE ALL NECESSARY EROSION CONTROL MEASURES DURING CONSTRUCTION. PLACE EROSION CONTROL PROTECTION AT ALL PROPOSED AND EXISTING INLETS DOWNSTREAM FROM CONSTRUCTION AREA. EROSION CONTROL PROTECTION SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETE AND ALL DISTURBED GROUND IS ADEQUATELY VEGETATED. 7. LIMITS OF STREET CUTS, ASPHALT, AND CONCRETE REMOVALS ARE APPROXIMATE. LIMITS OF REMOVAL TO BE DETERMINED IN THE FIELD TO ADEQUATELY COMPLETE THE PROPOSED IMPROVEMENTS, WHILE MAINTAINING, IF NOT IMPROVING, EXISTING CONDITIONS. ADDITIONAL REMOVAL IDENTIFIED IN THE FIELD SHALL BE COMPLETED AT CONTRACTOR EXPENSE. ALL REPAIRS TO BE COMPLETED IN ACCORDANCE WITH CITY STREET REPAIRS STANDARDS. 8. REFER TO LANDSCAPE TREE MITIGATION PLAN (IF APPLICABLE) FOR TREE REMOVAL, RELOCATION AND PROTECTION. TREE REMOVAL INFORMATION SHOWN FOR COORDINATION PURPOSES ONLY. 9. REFERENCE LANDSCAPE PLANS FOR ADDITIONAL SITE DEMOLITION. 10. ALL UTILITIES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R N W E S NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD EXISTING CONDITIONS & DEMOLITION PLAN 1/23/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 2 25 EXISTING FIBER OPTIC LINE PROPOSED HANDICAP RAMP EXISTING OVERHEAD ELECTRIC LINE EXISTING OVERHEAD TELEPHONE LINE PROPOSED OVERHEAD ELECTRIC LINE PROPOSED FIBER OPTIC LINE PROPOSED OVERHEAD TELEPHONE LINE EXISTING FENCE PROPOSED OVERHEAD UTILITY PROPOSED LIGHT POLES EXISTING CABLE TV LINE PROPOSED CABLE TV PROPOSED WATER SERVICE W/ CURB STOP AND METER PIT PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT EXISTING ROW Vicinity Map Scale: 1" = 1000' PROJECT DATUM: NAVD88 CITY OF FORT COLLINS BENCHMARK #43-97 ON THE SOUTH END OF THE WEST HEADWALL OF THE LAKE CANAL BRIDGE AT NORTH LEMAY AVENUE, 200 FEET SOUTH OF THE INTERSECTION OF LEMAY AVENUE. AND CONIFER STREET ELEV= 4960.11 CITY OF FORT COLLINS BENCHMARK #12-07 SOUTH SIDE OF VINE DRIVE ON THE SOUTH HEADWALL OF THE BRIDGE OVER DRY CREEK BASIN 0.4 MILES EAST OF NORTH LEMAY AVENUE ELEV= 4947.86 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 IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD UNADJUSTED = 4960.11 (NAVD88) - 3.17 NGVD UNADJUSTED = 4947.86 (NAVD88) - 3.18 UTILITY CONTACTS: LIGHT & POWER City of Fort Collins Light & Power Contact: Janet McTague Ph. 970.224.6154 STORMWATER,WATER & WASTEWATER City of Fort Collins Utilities 700 Wood Street Fort Collins, Colorado 80522 Contact: Heather McDowell Ph. 970.221.6339 NATURAL GAS Xcel Energy 1901 E. Horsetooth Road Fort Collins, Colorado 80525 Contact: Stephanie Rich Ph. 970.225.7828 TELEPHONE SERVICE Century Link (Qwest) 3351 Eastbrook Drive Fort Collins, Colorado 80525 Contact: Bill Johnson Ph. 970.490.7501 CABLE SERVICE Comcast 1201 University Dr. Fort Collins, Colorado 80521 Contact: Don Kapperman Ph. 970.567.0245 DEVELOPER Landmark Real Estate Holdings 1170 Ash Street, Suite 100 Windsor, CO 80550 Ph. 970.460.0567 ENGINEER Highland Development Services 6355 Fairgrounds Ave, Suite 100 Windsor, CO 80550 Ph. 970.674.7550 LANDSCAPE ARCHITECT The Birdsall Group 444 Mountain Ave Berthoud CO, 80513 Ph. 970.532.5891 SURVEYOR PLS Group 532 W 66th Street Loveland, CO 80538 Ph. 970.669.2100 INDEX OF SHEETS Sheet No. Description of Sheets 1 COVER SHEET 2 - 4 EXISTING CONDITIONS & DEMOLITION PLANS 5 OVERALL UTILITY PLAN 6 - 8 UTILITY PLANS 9 - 11 GRADING & DRAINAGE PLANS 12 - 24 STREET PLAN & PROFILES 25 SIGHT DISTANCE EXHIBIT UTILITY PLANS FOR NORTHFIELD LOCATED IN THE SOUTHEAST 1/4 SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M CITY OF FORT COLLINS, LARIMER COUNTY, COLORADO JANUARY 2019 ABBREVIATION LIST ABC AGGREGATE BASE COURSE AD ALGEBRAIC DIFFERENCE AE ACCESS EASEMENT ARCH ARCHITECT ARV AIR RELEASE VALVE ASPH ASPHALT BLDG BUILDING BFV BUTTERFLY VALVE BOV BLOW OFF VALVE BOS BOTTOM OF STEP BOW BACK OF WALK BW BOTTOM OF WALL C&G CURB & GUTTER CATV CABLE TELEVISION CDOT COLORADO DEPARTMENT OF TRANSPORTATION CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT CoFC CITY OF FORT COLLINS COMM COMMUNICATION CON CONDENSATE CONC CONCRETE COORD COORDINATION CW CHILL WATER CWR CHILL WATER RETURN CWS CHILL WATER SUPPLY DE DRAINAGE EASEMENT DEMO DEMOLITION DIA DIAMETER DIP DUCTILE IRON PIPE E EAST(ING) EAE EMERGENCY ACCESS EASEMENT EG EXISTING GROUND EL ELEVATION ELCO EAST LARIMER COUNTY WATER DISTRICT ELEC ELECTRIC EOA EDGE OF ASPHALT EOC EDGE OF CONCRETE EX EXISTING ESMT EASEMENT EST ESTIMATE(D) F FIRE LINE FCP FINAL COMPLIANCE PLAN FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FF FINISHED FLOOR FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FL FLOWLINE FO FIBER OPTIC G GAS GB GRADE BREAK GF GARAGE FLOOR GND GROUND GV GATE VALVE HBP HOT BITUMINOUS PAVEMENT HORZ HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HP HIGH POINT HW HEADWALL IE IRRIGATION EASEMENT INV INVERT IRR IRRIGATION LA LANDSCAPE (PLAN/ACRH) LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM ME MATCH EXISTING MEP MECHANICAL, ELECTRICAL, PLUMBING ENGINEER MH MANHOLE MIN MINIMUM N NORTH(ING) NA NOT APPLICABLE NHBZ NATURAL HABITAT BUFFER ZONE NTS NOT TO SCALE NWCWD NORTH WELD COUNTY WATER DISTRICT OC ON CENTER OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE OHU OVERHEAD UTILITY P&UE PEDESTRIAN & UTILITY EASEMENT PE PEDESTRIAN EASEMENT PERF PERFORATED PC POINT OF CURVATURE PCC PORTLAND CEMENT CONCRETE PCR POINT OF CURB RETURN PH POTHOLE PI POINT OF INTERSECTION PL PROPERTY LINE PT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R&R REMOVAL & REPLACEMENT RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RJ RESTRAINT JOINT ROW RIGHT-OF-WAY RT RIGHT SCH SCHEDULE S SOUTH SD STORM DRAIN PIPE SDMH STORM DRAIN MANHOLE SRVC SERVICE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN-OUT SSMH SANITARY SEWER MANHOLE SSWR SANITARY SEWER STA STATION STM STEAM SWMP STORMWATER MANAGEMENT PLAN T TELEPHONE TB THRUST BLOCK TBC TOP BACK OF CURB TBV TO BE VACATED TBR TO BE REMOVED TELE TELEPHONE TEMP TEMPORARY TF TOP OF FOUNDATION TOS TOP OF STEP TW TOP OF WALL TYP TYPICAL XS CROSS SECTION UD UNDERDRAIN UE UTILITY EASEMENT UGE UNDERGROUND ELECTRIC UTIL UTILITY VCP VITRIFIED CLAY PIPE VIF VERIFY IN FIELD VERT VERTICAL VPC VERTICAL POINT OF CURVATURE VPI VERTICAL POINT OF INTERSECTION VPT VERTICAL POINT OF TANGENCY W WATERLINE OR WEST WL WATERLINE WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION 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. INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE LOCAL ENTITY FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE LOCAL ENTITY ENGINEER, OR THE LOCAL ENTITY 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 IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE LOCAL ENTITY FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. JASON T. CLAEYS P.E. NO. 42122 Lake Canal Reservoir Company UTILITY PLAN Approval District Manager APPROVED: Date North Weld County Water District UTILITY PLAN Approval District Manager APPROVED: Date East Larimer County Water District UTILITY PLAN Approval District Manager APPROVED: Date City of Greeley UTILITY PLAN Approval City Official APPROVED: Date TYPICAL CONNECTOR LOCAL W/ MEDIAN STREET SECTION TURN LANE MEDIAN DETAIL TYPICAL CONNECTOR LOCAL STREET SECTION TYPICAL LEFT TURN MEDIAN DETAIL TYPICAL 4-LANE ARTERIAL STREET SECTION NOTE: THE FINAL SUNIGA ROAD CROSS-SECTION WILL BE PER THE CITY'S RAISED PROTECTED BIKE LAND SECTION PROVIDED BY THE CITY'S CAPITAL IMPROVEMENT ENGINEER. N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know Call what'sbelow. before you dig. R NO. REVISION BY DATE HIGHLAND DEVELOPMENT SERVICES 6355 FAIRGROUNDS AVENUE, SUITE 100 | WINDSOR, CO 80550 PHONE: 970.674.7550 | FAX: 970.674.7568 | www.Highland-DS.com PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT # SCALE (V) NORTHFIELD COVER SHEET 1/23/19 N/A N/A JTC JTC 18-1000-00 ---- 1 25