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HomeMy WebLinkAboutNORTHFIELD FILING 1 - PDP - PDP170041 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSSITE TYPICAL CONNECTOR LOCAL STREET SECTION NTS TYPICAL LEFT TURN MEDIAN DETAIL NTS TYPICAL 4-LANE ARTERIAL STREET SECTION NTS CONNECTOR LOCAL W/ MEDIAN STREET DETAIL NTS 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 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 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 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 EXISTING CONDITIONS & DEMOLITION PLAN 12/13/17 1"=50' N/A LAJ JTC 2 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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: 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 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 EXISTING CONDITIONS & DEMOLITION PLAN 12/13/17 1"=50' N/A LAJ JTC 3 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES. Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer CHECKED BY: 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 KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 EXISTING CONDITIONS & DEMOLITION PLAN 12/13/17 1"=50' N/A LAJ JTC 4 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 ONLY ONLY ONLY ONLY ONLY ONLY N. LEMAY AVENUE SUNIGA ROAD SNYDER DRIVE HARVEST SUN STREET PIONEER TRAIL ROAD SCHLAGEL STREET SNYDER DRIVE MEADOW SPRING DRIVE LANDMARK WAY ROAD REDWOOD STREET filing 1 future filing future filing 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 OVERALL UTILITY PLAN 12/13/17 1" = 100' N/A LAJ JTC 5 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 PRELIMINARY NOT FOR CONSTRUCTION 0 100' 100 50 100 200 SCALE: 1" = lake canal MATCHLINE SEE SHEET 7 N. LEMAY AVENUE SNYDER DRIVE HARVEST SUN STREET PIONEER TRAIL ROAD SCHLAGEL STREET SNYDER DRIVE MEADOW SPRING DRIVE MATCHLINE SEE SHEET 8 Lot 7 Lot 6 Lot 5 Lot 4 Lot 3 Lot 1 Lot 2 Lot 1 Tract A (Drainage, Utility & Access Easement) Tract B (Drainage, Utility & Access Easement) Tract D (Drainage, Utility & Access Easement) Tract E (Drainage, Utility, & Access Easement) Lot 1 Tract F (Drainage, Utility & Access Easement) Tract G (Drainage & Utility Easement) Lot 8 Lot 2 Lot 1 Lot 1 Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 ONLY ONLY ONLY lake canal dry creek MATCHLINE SEE SHEET 6 SCHLAGEL STREET SUNIGA ROAD MEADOW SPRING DRIVE REDWOOD STREET MATCHLINE SEE SHEET 8 Lot 1 Lot 1 Lot 1 Tract C (Drainage, Utility & Access Easement) Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Block 5 Block 6 Block 7 Block 8 Block 9 Block 10 Block 12 Tract H Tract F (Drainage, Utility & Access Easement) Tract H KEY MAP NTS CONCEPTUAL STORM DRAIN RUNNING TRAP 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 UTILITY PLAN 12/13/17 1"=50' N/A LAJ JTC 7 of 24 ONLY ONLY ONLY MATCHLINE SEE SHEET 6 N. LEMAY AVENUE SUNIGA ROAD LANDMARK WAY ROAD MATCHLINE SEE SHEET 7 RAIN GARDEN Tract H Tract G (Drainage & Utility Easement) Tract F (Drainage, Utility & Access Easement) Tract H Tract H KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 UTILITY PLAN 12/13/17 1"=50' N/A LAJ JTC 8 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 AE AF AG AH AG AE AH lake canal MATCHLINE SEE SHEET 11 MATCHLINE SEE SHEET 10 POND A2 N. LEMAY AVENUE SNYDER DRIVE HARVEST SUN STREET PIONEER TRAIL ROAD MEADOW SPRING DRIVE SCHLAGEL STREET SNYDER DRIVE LANDMARK WAY ROAD POND B2 POND B3 POND B4 Lot 7 Lot 6 Lot 5 Lot 4 Lot 3 Lot 1 Lot 2 Lot 1 Tract A (Drainage, Utility & Access Easement) Tract B (Drainage, Utility & Access Easement) Tract D (Drainage, Utility & Access Easement) Tract E (Drainage, Utility, & Access Easement) Lot 1 Tract F (Drainage, Utility & Access Easement) Tract G (Drainage & Utility Easement) Lot 8 Lot 2 Lot 1 Lot 1 Lot 6 Lot 5 Lot 4 Lot 3 ONLY ONLY ONLY AH AI AI AJ AJ AK AI AH lake canal dry creek SUNIGA DRIVE MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 11 MEADOW SPRING DRIVE SCHLAGEL STREET POND B1 POND C REDWOOD STREET Lot 1 Lot 1 Lot 1 Tract C (Drainage, Utility & Access Easement) Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Block 5 Block 6 Block 7 Block 8 Block 9 Block 10 Block 12 Tract H Tract H KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 GRADING & DRAINAGE PLAN ONLY ONLY ONLY AE AF AG AE SUNIGA DRIVE MATCHLINE SEE SHEET 9 MATCHLINE SEE SHEET 10 POND A1 POND A2 LANDMARK WAY ROAD N. LEMAY AVENUE RAIN GARDEN POND B1 POND D Tract H Tract G (Drainage & Utility Easement) Tract H Tract H KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 GRADING & DRAINAGE PLAN 12/13/17 1"=50' N/A LAJ JTC 11 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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: SUNIGA RD 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 lake canal SUNIGA ROAD redwood street SCHLAGEL STREET Lot 1 Tract C (Drainage, Utility & Access Easement) Block 10 Tract H LEFT TURN MEDIAN STREET DETAIL NTS FOUR - LANE ARTERIAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SUNIGA RD STA 37+50 TO 47+00 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 12 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION SUNIGA RD 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 SUNIGA ROAD SUNIGA ROAD LANDMARK WAY ROAD SCHLAGEL STREET Tract F (Drainage, Utility & Access Easement) Tract H LEFT TURN MEDIAN STREET DETAIL NTS FOUR - LANE ARTERIAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SUNIGA RD STA 47+00 TO 56+50 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 13 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 CALL BEFORE YOU DIG CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 or 8-1-1 SUNIGA RD 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 SUNIGA ROAD LANDMARK WAY ROAD N. LEMAY AVENUE Tract H Tract G (Drainage & Utility Easement) LEFT TURN MEDIAN STREET DETAIL NTS FOUR - LANE ARTERIAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SUNIGA RD STA 56+50 TO 64+50.41 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 14 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 MATCHLINE STA 12+50 see this sheet SUNIGA ROAD SCHLAGEL STREET Lot 1 Tract C (Drainage, Utility & Access Easement) Lot 2 Lot 1 Block 10 Tract H Tract F (Drainage, Utility & Access Easement) SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 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 15+00 15+50 SCHLAGEL STREET MATCHLINE STA 12+50 see this sheet Lot 1 Tract F (Drainage, Utility & Access Easement) Lot 2 Lot 1 Lot 2 Lot 1 Block 7 Block 8 Block 9 Tract C (Drainage, Utility & Access Easement) CONNECTOR LOCAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 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 22+50 23+00 23+50 24+00 SCHLAGEL STREET MEADOW SPRING DRIVE SNYDER DRIVE HARVEST SUN STREET Lot 7 Lot 6Lot 5Lot 4Lot 3 Lot 2 Lot 1 Lot 1 Lot 1 Tract B (Drainage, Utility & Access Easement) Tract E (Drainage, Utility, & Access Easement) Lot 1 Lot 8 Lot 2 Lot 1 Lot 6 Lot 5 Lot 4Lot 3 Lot 2 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 2 Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Block 2 Block 13 Block 22 Block 25 Block 5 Block 4 Block 3 Block 7 Block 6 Block 11 Block 12 Tract F (Drainage, Utility & Access Easement) Tract D (Drainage, Utility & Access Easement) Tract A (Drainage, Utility & Access Easement) CONNECTOR LOCAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 SCHLAGEL STREET CL PROFILE 4955 4960 4965 4970 4975 4955 4960 4965 4970 4975 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 31+00 31+50 32+00 32+50 33+00 SCHLAGEL STREET PIONEER TRAIL ROAD N. LEMAY AVENUE Tract A (Drainage, Utility & Access Easement) Tract D (Drainage, Utility & Access Easement) Tract G (Drainage & Utility Easement) Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Block 1 Block 15 Block 18 Block 19 Tract G (Drainage & Utility Easement) CONNECTOR LOCAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): N. LEMAY AVENUE CL PROFILE 4955 4960 4965 4970 4955 4960 4965 4970 MATCHLINE STA 41+20 see sheet 19 MATCHLINE STA 32+46.37 see sheet 17 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 40+00 40+50 41+00 CONNECTOR LOCAL STREET DETAIL NTS SNYDER DRIVE SCHLAGEL STREET N. LEMAY AVENUE Tract G (Drainage & Utility Easement) Tract G (Drainage & Utility Easement) KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE LEMAY AVE STA 32+46.37 TO 41+20 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 18 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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: CONNECTOR LOCAL STREET DETAIL NTS N. LEMAY AVENUE CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 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 48+00 48+50 49+00 49+50 50+00 ONLY SUNIGA ROAD N. LEMAY AVENUE Tract G (Drainage & Utility Easement) Tract H KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE LEMAY AVE STA 41+20 TO 50+00 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 19 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 SNYDER DRIVE CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 lake canal SNYDER DRIVE SCHLAGEL STREET Lot 4 Lot 3 Lot 1 Lot 2 Tract A (Drainage, Utility & Access Easement) Tract B (Drainage, Utility & Access Easement) Tract D (Drainage, Utility & Access Easement) Lot 2 Lot 1 Lot 6 Lot 5 Lot 4 Lot 3 Lot 2 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 1 Lot 2 Lot 3 Lot 4 Lot 2 Lot 1 Lot 1 Block 2 Block 13 Block 14 Block 22 Block 23 Block 24 Block 3 Tract E (Drainage, Utility, & Access Easement) SNYDER DRIVE CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 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 N. LEMAY AVENUE SNYDER DRIVE PIONEER TRAIL ROAD Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3Lot 4 Lot 5 Lot 6 Lot 2 Lot 3Lot 4 Lot 5 Lot 6 Lot 1 Lot 1 Block 14 Block 17 Block 21 Block 24 Tract E (Drainage, Utility, & Access Easement) Tract D (Drainage, Utility & Access Easement) CONNECTOR LOCAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SNYDER DR STA 13+00 TO 20+50 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 21 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 HARVEST SUN STREET CL PROFILE 4955 4960 4965 4970 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 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 CONNECTOR LOCAL STREET DETAIL NTS HARVEST SUN STREET SCHLAGEL STREET HARVEST SUN STREET PIONEER TRAIL ROAD 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 1 Lot 2 Lot 1 Block 22 Block 23 Block 24 Block 25 Block 26 Block 11 Block 12 Tract E (Drainage, Utility, & Access Easement) Lot 1 Tract F (Drainage, Utility & Access Easement) Lot 8 Lot 2 Lot 1 Block 5 KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): CONNECTOR LOCAL STREET DETAIL NTS HARVEST SUN STREET PIONEER TRAIL ROAD SNYDER DRIVE SCHLAGEL STREET PIONEER TRAIL ROAD Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Block 18 Block 19 Block 20 Block 21 Tract D (Drainage, Utility & Access Easement) PIONEER TRAIL ROAD CL PROFILE 4950 4955 4960 4965 4950 4955 4960 4965 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 26+00 26+50 KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE LANDMARK WAY ROAD CL PROFILE 4955 4960 4965 4970 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 SUNIGA ROAD HARVEST SUN STREET LANDMARK WAY ROAD Tract E (Drainage, Utility, & Access Easement) Lot 4 Lot 5 Block 26 Tract F (Drainage, Utility & Access Easement) Tract G (Drainage & Utility Easement) CONNECTOR LOCAL W/ MEDIAN STREET DETAIL NTS MEADOW SPRING DRIVE CL PROFILE 4950 4955 4960 4965 4970 4950 4955 4960 4965 4970 12+00 11+50 11+00 10+50 10+00 9+50 CONNECTOR LOCAL STREET DETAIL NTS lake canal MEADOW SPRING DRIVE SCHLAGEL STREET Lot 1 Lot 1 Tract B (Drainage, Utility & Access Easement) Tract C (Drainage, Utility & Access Easement) Lot 1 Tract F (Drainage, Utility & Access Easement) Lot 2 Block 6 Block 7 Block 11 Block 12 KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE MEADOW SPRING DR & LANDMARK WAY RD NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 24 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 LANDMARK WAY ROAD LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE PROPOSED FLOWLINE, CURB & GUTTER MEADOW SPRING DRIVE PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' PIONEER TRAIL RD STA 19+54.60 TO 26+50 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 23 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 PIONEER TRAIL ROAD MATCHLINE STA 19+54.60 see sheet 22 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 19+54.60 see sheet 22 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE HARVEST SUN ST STA 9+50 TO 19+54.60 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 22 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 HARVEST SUN STREET MATCHLINE STA 19+54.60 see sheet 23 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 19+54.60 see sheet 23 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' 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 SNYDER DRIVE MATCHLINE STA 13+00 see sheet 20 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' CONNECTOR LOCAL STREET DETAIL NTS KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SNYDER DR STA 8+00 TO 13+00 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 20 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 SNYDER DRIVE MATCHLINE STA 13+00 see sheet 21 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 13+00 see sheet 21 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' Water & Wastewater Utility City Engineer CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date N. LEMAY AVENUE MATCHLINE STA 41+20 see sheet 18 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' 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 NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 32+46.37 see sheet 17 PRELIMINARY NOT FOR CONSTRUCTION MATCHLINE STA 41+20 see sheet 19 CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SCHLAGEL ST STA 24+00 TO 32+46.37 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 17 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 32+46.37 see sheet 18 SCHLAGEL STREET MATCHLINE STA 24+00 see sheet 16 MATCHLINE STA 24+00 see sheet 16 MATCHLINE STA 32+46.37 see sheet 18 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. 1282-168-03 STREET PLAN & PROFILE SCHLAGEL ST STA 15+50 TO 24+00 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 16 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 MATCHLINE STA 24+00 see sheet 17 SCHLAGEL STREET MATCHLINE STA 15+50 see sheet 15 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SCHLAGEL ST STA 7+00 TO 15+50 NORTHFIELD - FILING 1 12/13/17 1"=50' 1'=5' LAJ JTC 15 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 SCHLAGEL STREET LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' MATCHLINE STA 15+50 see sheet 16 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 SUNIGA ROAD LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 56+50 see sheet 13 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' 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 SUNIGA ROAD MATCHLINE STA 47+00 see sheet 12 LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 56+50 see sheet 14 PRELIMINARY NOT FOR CONSTRUCTION 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' 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 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' SUNIGA ROAD LEGEND NOTES: 1. ALL CURB RETURN FLOW LINE RADII ARE 20' UNLESS OTHERWISE NOTED. 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" 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY PROPOSED STORM SEWER PROPOSED STORM INLET SIDEWALK PROPOSED FLOWLINE, CURB & GUTTER PROPOSED MANHOLE STREET CENTERLINE EASEMENT RIGHT-OF-WAY LINE LOT LINE SIGHT DISTANCE TRIANGLE MATCHLINE STA 47+00 see sheet 13 PRELIMINARY NOT FOR CONSTRUCTION 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" = PRELIMINARY NOT FOR CONSTRUCTION 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 - FILING 1 PRELIMINARY DRAINAGE REPORT. 9. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 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 2018. 2. CURRENTLY, THE BASE FLOOD ELEVATION (BFE) IS APPROXIMATELY 4952.0 FT. THE REGULATORY FLOOD PROTECTION ELEVATION (RFPE) MUST BE AT LEAST 18" ABOVE THE BASE FLOOD ELEVATION (BFE) FOR THE PROPOSED DEVELOPMENT. THIS YIELDS AN RFPE OF APPROXIMATELY 4953.5 FT. 3. THE LOWEST ADJACENT (FINISH) GRADES OF THE PROPOSED DEVELOPMENT ARE CURRENTLY PROPOSED TO BE ABOVE THE RFPE LISTED ABOVE. 4. 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: 4.1. 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 4.2. 4.2.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. 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 BFE (FEMA) CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) AH 12/13/17 1"=50' N/A LAJ JTC 10 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES. 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 PRELIMINARY NOT FOR CONSTRUCTION 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 - FILING 1 PRELIMINARY DRAINAGE REPORT. 9. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 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 2018. 2. CURRENTLY, THE BASE FLOOD ELEVATION (BFE) IS APPROXIMATELY 4952.0 FT. THE REGULATORY FLOOD PROTECTION ELEVATION (RFPE) MUST BE AT LEAST 18" ABOVE THE BASE FLOOD ELEVATION (BFE) FOR THE PROPOSED DEVELOPMENT. THIS YIELDS AN RFPE OF APPROXIMATELY 4953.5 FT. 3. THE LOWEST ADJACENT (FINISH) GRADES OF THE PROPOSED DEVELOPMENT ARE CURRENTLY PROPOSED TO BE ABOVE THE RFPE LISTED ABOVE. 4. 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: 4.1. 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 4.2. 4.2.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. 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 BFE (FEMA) CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) AH Lot 2 Lot 1 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 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 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 2 Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Lot 1 Lot 2 Lot 1 Block 1 Block 2 Block 13 Block 14 Block 16 Block 15 Block 18 Block 19 Block 20 Block 17 Block 21 Block 22 Block 23 Block 24 Block 25 Block 26 Block 4 Block 3 Block 5 Block 6 Block 11 Block 12 Tract G (Drainage & Utility Easement) KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 GRADING & DRAINAGE PLAN 12/13/17 1"=50' N/A LAJ JTC 9 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 AH 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. PRELIMINARY NOT FOR CONSTRUCTION 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 2018. 2. CURRENTLY, THE BASE FLOOD ELEVATION (BFE) IS APPROXIMATELY 4952.0 FT. THE REGULATORY FLOOD PROTECTION ELEVATION (RFPE) MUST BE AT LEAST 18" ABOVE THE BASE FLOOD ELEVATION (BFE) FOR THE PROPOSED DEVELOPMENT. THIS YIELDS AN RFPE OF APPROXIMATELY 4953.5 FT. 3. THE LOWEST ADJACENT (FINISH) GRADES OF THE PROPOSED DEVELOPMENT ARE CURRENTLY PROPOSED TO BE ABOVE THE RFPE LISTED ABOVE. 4. 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: 4.1. 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 4.2. 4.2.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. 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 BFE (FEMA) CROSS-SECTION (FEMA) 100-YR FLOODPLAIN (FEMA) 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 - FILING 1 PRELIMINARY DRAINAGE REPORT. 9. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 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" = PRELIMINARY NOT FOR CONSTRUCTION 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-14, 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. PLASTIC STORM PIPES SHALL BE SDR 35 PVC BEDDED PER STANDARDS. 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 CHECKED BY: MARKING OF UNDERGROUND MEMBER UTILITIES. 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 PRELIMINARY NOT FOR CONSTRUCTION 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-14, 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. PLASTIC STORM PIPES SHALL BE SDR 35 PVC BEDDED PER STANDARDS. 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 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 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 1 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 2 Lot 1 Lot 2 Lot 1 Lot 2 Lot 1 Lot 1 Lot 2 Lot 1 Block 1 Block 2 Block 13 Block 14 Block 16 Block 15 Block 18 Block 19 Block 20 Block 17 Block 21 Block 22 Block 23 Block 24 Block 25 Block 26 Block 4 Block 3 Block 5 Block 6 Block 11 Block 12 Tract G (Drainage & Utility Easement) Tract G (Drainage & Utility Easement) KEY MAP NTS 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 UTILITY PLAN 12/13/17 1"=50' N/A LAJ JTC 6 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 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 PRELIMINARY NOT FOR CONSTRUCTION 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-14, 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. PLASTIC STORM PIPES SHALL BE SDR 35 PVC BEDDED PER STANDARDS. 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. FUTURE IMPROVEMENTS SHOWN FOR REFERENCE ONLY. 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. 0 50' 50 25 50 100 SCALE: 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 0 50' 50 25 50 100 SCALE: 1" = PRELIMINARY NOT FOR CONSTRUCTION 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. APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date PRELIMINARY NOT FOR CONSTRUCTION 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. 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 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. PRELIMINARY NOT FOR CONSTRUCTION PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT 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. IF NGVD29 UNADJUSTED IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATIONS SHOULD BE USED: NGVD UNADJUSTED = 4960.11 (NAVD88) - 3.17 NGVD UNADJUSTED = 4947.81 (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: Shane Boyle 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 Homes 1170 Ash Street, Suite 100 Windsor, CO 80550 Ph. 970.460.0567 ENGINEER Interwest Consulting Group 1218 W. Ash, Suite A Windsor, CO 80550 Ph. 970.674.3300 LANDSCAPE ARCHITECT The Birdsall Group 444 Mountain Ave Berthoud CO, 80513 Ph. 970.532.5891 SURVEYOR PLS Group 6843 N. Franklin Ave 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 Utility Plans For NORTHFIELD - FILING 1 LOCATED IN THE SOUTHEAST 1/4 SECTION 1, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M LARIMER COUNTY, COLORADO DECEMBER 2017 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 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 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 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 1218 W. Ash, Suite A Windsor , Colorado 80550 Phone: (970) 674-3300 Fax: (970) 674-3303 I N T E R W E S T C O N S U L T I N G G R O U P DATE: PREPARED FOR SCALE (H): SCALE (V): CHECKED BY: DESIGNED BY: PROJ. NO. of 1282-168-03 NORTHFIELD - FILING 1 COVER SHEET 12/13/17 N/A N/A LAJ JTC 1 of 24 1170 ASH STREET, SUITE 100 WINDSOR, CO 80550 OFFICE: 970.460.0567 PRELIMINARY NOT FOR CONSTRUCTION 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