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HomeMy WebLinkAboutNORTHFIELD FILING 1 EXPANDED - FDP190012 - DOCUMENT MARKUPS - ROUND 3 - UTILITY PLANS (3)KEY MAP NTS N WE S MATCHLINE - SEE SHEET 18 MATCHLINE - SEE SHEET 16 N. LEMAY AVENUE (80' ROW) PIONEER TRAIL ROAD (57' ROW) SCHLAGEL STREET (57' ROW) 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 1 Lot 2 Lot 3 Lot 4 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 KEY MAP NTS N WE S LANDMARK WAY (86' ROW) MATCHLINE - SEE SHEET 18 MATCHLINE - SEE SHEET 22 MATCHLINE - SEE SHEET 16 MATCHLINE - SEE SHEET 20 COLLAMER DRIVE (57' ROW) SCHLAGEL STREET (57' ROW) COLLAMER DRIVE (57' ROW) Lot 8 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 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 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 Bldg 2c Bldg 3c Bldg 4c Block 8, Bldg 8d Bldg 15a Bldg 2b Block 20, Bldg 1d Block 19, Bldg 2d Block 18, Bldg 2d Bldg 5c Bldg 1c KEY MAP NTS N WE S MATCHLINE - SEE SHEET 15 COLLAMER DRIVE (57' ROW) Tract F (Drainage, Utility, & Private Access Easement) MATCHLINE - SEE SHEET 17 MATCHLINE - SEE SHEET 19 PIONEER TRAIL ROAD (57' ROW) Block 22 t 1 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 3 Lot 4 Lot 5 Lot 1 Lot 2 Lot 3 Lot 4 t5 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Bldg 6c Bldg 7c Bldg 8c Bldg 9c Bldg 12c Bldg 13c Bldg 10c Bldg 11c Bldg 14c Bldg 15c Block 13, Bldg 17d Block 11, Bldg 14d dg 12d Bldg 5c Block 14, Bldg 7d COMMUNITY CLUBHOUSE Pond B3 Pond A2 Pond B3 Tract 3 (D,U,&PAE) Tract I KEY MAP NTS N WE S N. LEMAY AVENUE (80' ROW) FUTURE SUNIGA ROAD MATCHLINE - SEE SHEET 20 MATCHLINE - SEE SHEET 18 N. LEMAY AVENUE (80' ROW) E. SUNIGA ROAD Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 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 Bldg 7c Block 17, Bldg 4d Block 16, Bldg 5d Block 15, Bldg 6d Pond A1 Pond D Pond D Pond A1 Tract 3 (D,U,&PAE) Tract H (D,U,&PAE) Tract H (D,U,&PAE) Tract W (D,U,&PAE) Tract W (D,U,&PAE) CHECKED BY: Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL Parks and Recreation Traffic Engineer Stormwater Utility Water & Wastewater Utility City Engineer KEY MAP NTS N WE S E. SUNIGA ROAD LANDMARK WAY RAIN GARDEN MATCHLINE - SEE SHEET 19 MATCHLINE - SEE SHEET 21 MATCHLINE - SEE SHEET 17 Bldg 12a Bldg 11a Bldg 13a Bldg 10a Bldg 9a Bldg 8a Pond A1 Tract V (D,U,&PAE) Tract W (D,U,&PAE) 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 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 what's R NO. REVISION BY DATE PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR CONSTRUCTION KEY MAP NTS N WE S E. SUNIGA ROAD MATCHLINE - SEE SHEET 20 MATCHLINE - SEE SHEET 22 STEELEY DRIVE (57' ROW) STEELEY DRIVE (57' ROW) Bldg 7a Bldg 6a Bldg 5a Bldg 2a Bldg 4a Bldg 3a Bldg 1a Pond C Pond B1 Tract S (D,U,&PAE) Tract T (D,U,&PAE) Tract U (D,U,&PAE) Tract V (D,U,&PAE) Tract U (D,U,&PAE) 0 30' 30 15 30 60 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 N W E S CALL UTILITY NOTIFICATION CENTER OF COLORADO LAKE CANAL DITCH MATCHLINE SEE SHEET 26 N. LEMAY AVENUE COLLAMER 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 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 LAKE CANAL DITCH MATCHLINE SEE SHEET 25 SCHLAGEL ST. E. SUNIGA ROAD REDWOOD STREET MATCHLINE SEE SHEET 27 Block 21 Lot 1 STEELEY DRIVE Lot 1 Lot 2 Lot 3 Lot 4 Bl Drive 'J' Drive 'J' Bldg 2b Bldg 1b Bldg 14a Bldg 4a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 8a Bldg 9a B DRY CREEK SNYDER, RICHARD F TRACT A, REDWOOD VILLAGE PUD PHASE II ROCKY MOUNTAIN RAPTOR PROGRAM SNYDER, RICHARD F Tract S (Drainage, Utility, & Private Access Easement) Tract N (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) Bldg 2a KEY MAP NTS MATCHLINE SEE SHEET 25 E. SUNIGA ROAD LANDMARK WAY MATCHLINE SEE SHEET 26 RAIN GARDEN 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 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' N. LEMAY AVENUE E. SUNIGA ROAD COLLAMER DRIVE PIONEER TRAIL ROAD SCHLAGEL STREET LANDMARK WAY REDWOOD STREET STEELEY DRIVE E. VINE DRIVE Alta Vista Subdivision ALTA VISTA STREET MARTINEZ STREET N. LEMAY AVENUE FUTURE LEMAY AVE 0 150' 150 75 150 300 SCALE: 1" = N W E S NO. REVISION BY DATE 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 STORM & SANITARY SEWER OVERALL PLAN 8/28/19 1" = 150' N/A KRB JTC 18-1000-00 ---- 28 98 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 KEY MAP NTS N W E S OFFSITE SANITARY SEWER EX SSWR PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 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 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 MATCHLINE STA 21+50 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 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. STEELEY DRIVE Drive 'J' Drive 'J' Bldg 2a Bldg 4a Bldg 3a Bldg 5a Bldg 1a Bldg 6a Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a Tract U (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS N WE S SAN-01 SAN-01 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 24+00 23+50 23+00 22+50 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 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: E. SUNIGA ROAD E. SUNIGA ROAD STEELEY DRIVE Drive 'J' Drive 'J' Bldg 4a Bldg 5a Bldg 6a Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a RAIN GARDEN Pond D Tract W (Drainage, Utility, & Private Access Easement) Tract U (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) KEY MAP NTS N WE S SD-01 SD-01 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 22+00 21+50 21+00 20+50 20+00 19+50 19+00 18+50 18+00 17+50 17+00 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 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: E. SUNIGA ROAD Drive 'J' Bldg 7a Bldg 10a Bldg 11a Bldg 8a Bldg 9a Bldg 12a Bldg 13a RAIN GARDEN KEY MAP NTS N WE S SD-01A SD-01A PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 16+50 16+00 15+50 15+00 14+50 14+00 13+50 13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 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 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. KEY MAP NTS N WE S SD-04 SD-04 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 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 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 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 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 KEY MAP NTS N WE S SD-05 SD-05 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4970 4940 4945 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 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 20+75 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 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 KEY MAP NTS N WE S SD-07 SD-06 SD-08 SD-06 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 12+00 11+50 11+00 10+50 10+00 9+50 SD-07 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 11+00 10+50 10+00 9+50 SD-08 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+50 10+00 10+50 11+00 11+50 PIONEER TRAIL ROAD Block 13 Lot 6 Bldg 14c KEY MAP NTS N WE S SD-09 PROFILE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 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 MATCHLINE STA 18+50 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 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. E. SUNIGA ROAD LANDMARK WAY Lot 5 Lot 6 Lot 7 Block 18 Bldg 3d Lot 1 Lot 2 Lot 3 Block 17 Bldg 4d Lot 8 Pond A1 Pond B1 Tract H (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) KEY MAP NTS N WE S SD-13 SD-14 SD-15 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' KEY MAP NTS N WE S SD-16 SD-24 SD-23 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 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 what's R NO. REVISION BY DATE 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 KEY MAP NTS N WE S SD-19 SD-17 SD-18 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 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 what's R NO. REVISION BY DATE 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) E. SUNIGA ROAD Pond D Tract W (Drainage, Utility, & Private Access Easement) KEY MAP NTS N WE S SD-20 SD-22 SD-21 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 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 what's R NO. REVISION BY DATE PREPARED BY OR UNDER THE DIRECT SUPERVISION OF: FOR AND ON BEHALF OF HIGHLAND DEVELOPMENT SERVICES REVIEW SET NOT FOR KEY MAP NTS N WE S SD-25 SD-25 PROFILE HORIZ. SCALE: 1"=30' VERT. SCALE: 1"=3' 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 12+15 12+00 11+50 11+00 10+50 10+00 9+50 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 30' 30 15 30 60 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 3' 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. KEY MAP NTS N WE S E. SUNIGA ROAD LANDMARK WAY STEELEY DRIVE Tract u (Drainage, Utility, & Private Access Easement) Pond B1 West E. SUNIGA ROAD Tract W (Drainage, Utility, & Private Access Easement) N. LEMAY AVENUE E. SUNIGA ROAD Pond A1 Tract F (Drainage, Utility, & Private Access Easement) COLLAMER DRIVE Pond B3 COLLAMER DRIVE Tract R (Drainage, Utility, & Private Access Easement) Pond A2 Tract O (Drainage, Utility, & Private Access Easement) SCHLAGEL STREET COLLAMER DRIVE Pond B2 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 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 NO. REVISION BY DATE 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 SITE DETAILS 8/28/19 N/A N/A KRB JTC 18-1000-00 ---- 86 98 ASPHALT PATCH DETAIL (FOR PRIVATE STREETS ONLY) NTS ASPHALT PAVING SECTION DETAIL HEAVY DUTY LIGHT DUTY . PRELIMINARY SUNIGA ROAD PAVEMENT SECTION CONCRETE PAVING SECTION DETAIL CONTRACTION JOINT DETAIL EXPANSION JOINT DETAIL 6" CURB AND 1' SPILL GUTTER 6" CURB AND 1' CATCH GUTTER 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 NO. REVISION BY DATE 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 SITE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 87 98 SIGN DETAIL SIDEWALK CHASE DETAIL CURB CUT W/ RIPRAP PAD DETAIL SECTION A-A PLAN ELEVATION 24" DRAIN CHANNEL CONCRETE PAN DETAIL PLAN SECTION A-A ELEVATION DRAIN PAN COBBLE RIPRAP RUNDOWN NTS 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 NO. REVISION BY DATE 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 DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 91 98 City of Fort Collins, Colorado NO. REVISION BY DATE 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 DRAINAGE DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 95 98 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 MODIFIED TYPE D INLET DETAIL RAIN GARDEN D1 RAIN GARDEN B1 RAIN GARDEN FOREBAY DETAILS 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 NO. REVISION BY DATE 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 DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 96 98 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 NO. REVISION BY DATE 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 DETAILS 8/28/19 N/A N/A JTC JTC 18-1000-00 ---- 97 98 4" MOUNTABLE CURB AND 1' SPILL GUTTER 4" MOUNTABLE CURB AND 1' CATCH GUTTER CURB AND GUTTER DETAIL (ON-SITE ONLY) CURB RAMP DETAIL (W/ DETECTABLE WARNING PLATE) Date Date N WE 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 what's R NO. REVISION BY DATE 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 PERMANENT DEWATERING PLAN 8/28/19 1" = 50' N/A KRB JTC 18-1000-00 ---- 58 98 DEWATERING DRAIN AT POND B1 SCALE: 1" = 50' DEWATERING DRAIN AT POND A1 SCALE: 1" = 50' DEWATERING DRAIN AT INFILTRATION GALLERY B3 SCALE: 1" = 30' DEWATERING DRAIN AT INFILTRATION GALLERY A2 SCALE: 1" = 30' DEWATERING DRAIN AT INFILTRATION GALLERY B2 SCALE: 1" = 30' GENERAL NOTES: UNDERDRAIN DETAIL INFILTRATION GALLERY UNDERDRAIN DETAIL Know what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-25 (LAKE CANAL BOX CULVERT) 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 57 98 SD-25 (LAKE CANAL BOX CULVERT) STA 9+50 to 12+00 Lake Canal Company UTILITY PLAN Approval District Manager APPROVED: Date CH CH CH CH CH CH CH A AP PLEASE NOTE: STRUCTURAL PLANS & DETAILS FOR BOX CULVERT & PARAPET ARE IN PROGRESS CONSTRUCTION SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-20, 21 (NECCO A8 & A5 LATERALS ), & 22 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 56 98 SD-22 STA 9+50 to 11+00 SD-21 (NECCO A5 LATERAL) STA 9+50 to 11+50 SD-20 (NECCO A8 LATERAL) STA 9+50 to 11+50 N W E S N W E S NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. HDS PROJECT SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-17, 18, & 19 (NECCO A7 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 55 98 SD-19 (NECCO A7 LATERAL) STA 9+50 to 12+00 SD-18 STA 9+50 to 10+50 SD-17 STA 9+50 to 13+00 N W E S N W E S E. SUNIGA ROAD Pond D SD-04 (SEE SHEET 47) SD-02 (SEE SHEET 46) SD-18 (SEE THIS SHEET) SD-17 (SEE THIS SHEET) SD-09 (SEE SHEET 50) SD-05 (SEE SHEET 48) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). SCALE (H) HDS PROJECT SCALE (V) NORTHFIELD STORM PLAN & PROFILE SD-16, SD-23, & SD-24 (NECCO A3 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 54 98 SD-16 STA 9+50 to 12+75 SD-24 (NECCO A3 LATERAL) STA 9+50 to 12+00 SD-23 STA 9+50 to 12+50 NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). 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 what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-13, 14, & 15 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 53 98 SD-15 STA 9+50 to 11+50 SD-14 STA 9+50 to 11+50 SD-13 STA 9+50 to 11+50 N W E S N W E S SD-09 (SEE SHEET 51) SD-09 (SEE SHEET 51) NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). Know what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-09 STA 18+50 TO 26+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 51 98 SD-09 STA 18+50 to 26+00 SD-11 (SEE SHEET 52) SD-09 CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. Bldg 11c Bldg 17d Block 12 Lot 6 Bldg 16d Tract G (Drainage, Utility, & Private Access Tract J Easement) (Drainage, Utility, & Private Access Easement) PIONEER TRAIL ROAD Block 13 Lot 6 Drive D' Bldg 12c Bldg 14c Bldg 11c Bldg 17d Bldg 13c Drive 'E' Bldg 15c Tract H (Drainage, Utility, & Private Access Easement) Tract G (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract J (Drainage, Utility, & Private Access Easement) AE) 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 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 what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-06, 07, & 08 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 49 98 SD-08 STA 9+50 to 11+50 SD-07 STA 9+50 to 11+00 SD-06 STA 9+50 to 11+50 N W E S N W E SD-05 S (SEE SHEET 48) SD-07 (SEE SHEET 49) SD-09 (SEE SHEET 51) SD-08 (SEE SHEET 49) SD-05 (SEE SHEET 48) CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. UNDERGROUND MEMBER UTILITIES. Know what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-05 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 48 98 SD-05 STA 9+50 to 20+50 SD-08 (SEE SHEET 49) SD-06 (SEE SHEET 49 ) SD-09 (SEE SHEET 50) SD-19 (SEE SHEET 55) SD-07 (SEE SHEET 49) CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CONCRETE ENCASE STORM JOINTS 10' EACH SIDE OF CROSSING AND PLACE 20' MIN. 2" BLUEBOARD INSULATION BETWEEN WATER & STORM. NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. UNDERGROUND MEMBER UTILITIES. Know what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-04 (NECCO A4 LATERAL) 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 47 98 SD-04 (NECCO A4 LATERAL) STA 9+50 to 24+00 CONSTRUCTION NOTES: WRAP SSWR OR STORM JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. Know what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-01A 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 45 98 SD-01A STA 9+50 to 16+50 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E CONSTRUCTION NOTES: S WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 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 what's R NO. REVISION BY DATE 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 STORM PLAN & PROFILE SD-01 STA 9+50 TO 22+00 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 44 98 SD-01 STA 9+50 to 22+00 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' N W E S NOTES: 1. ALL PROPOSED STORM SEWER IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. STORM PIPES SHALL BE ADS HP STORM UNLESS OTHERWISE NOTED. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. 5. ALL STORM PIPES AND STRUCTURES ARE PRIVATELY OWNED AND MAINTAINED EXCEPT WHERE SPECIFICALLY IDENTIFIED AND LABELED ON THESE PLANS AS PUBLIC. CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). CHECKED BY: Date Date Date Date Date Date 0 50' 50 25 50 100 SCALE: 1" = HORIZONTAL VERTICAL SCALE: 1" = 5' 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 what's R NO. REVISION BY DATE 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 SANITARY SEWER PLAN & PROFILE SAN-01 STA 9+50 TO 24+00 8/28/19 1" = 50' 1" = 5' JTC JTC 18-1000-00 ---- 33 98 SAN-01 STA 9+50 to 24+00 SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 7a 4" 17+34.00 8a 4" 15+15.00 9a 4" 15+05.00 10a 4" 13+44.00 11a 4" 13+34.00 12a 4" 11+40.00 13a 4" 11+84.00 NOTES: 1. ALL SANITARY SEWER MAINS AND SERVICES SHALL BE SDR 35 PVC. VERIFY BUILDING CONNECTION ELEVATION (RE: MEP). 2. ALL SANITARY SEWER & STORM SEWER CLEANOUTS LOCATED WITHIN THE PAVEMENT SHALL BE TRAFFIC RATED CLEANOUTS. 3. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 4. SITE CONTRACTOR SHALL COORDINATE UTILITY CONNECTIONS AT THE BUILDING WITH BUILDING CONTRACTOR. 5. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 6. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. LENGTH OF FLARED END SECTIONS ARE INCLUDED IN PIPE LENGTHS. SANITARY SERVICE STATIONING BLDG NO. SRVC SIZE STATION 1a 4" 23+80.92 2a 4" 22+76.00 3a 4" 22+66.00 4a 4" 21+28.00 5a 4" 21+18.00 6a 4" 19+12.00 OFFSITE SANITARY SEWER (SEE SHEET 30) CONSTRUCTION NOTES: WRAP SSWR JOINTS 10' EACH SIDE OF CROSSING WITH 12" WIDE BUTYL ADHESIVE TAPE (EZ WRAP OR EQUIVALENT). Know what's R NO. REVISION BY DATE 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 OFFSITE SANITARY SEWER STA 9+50 TO 21+50 8/28/19 1" = 50' 1" = 5' KRB JTC 18-1000-00 ---- 29 98 OFFSITE SANITARY SEWER STA 9+50 to 21+50 NOTES: 1. ALL SANITARY SEWER MAINS SHALL BE SDR 35 PVC. 2. INVERT SHAPING ON SANITARY SEWER MANHOLES TO BE AT LEAST TO SPRING LINE. 3. ALL MANHOLE RIM AND INLET GRATE ELEVATIONS SHOWN ARE APPROXIMATE. CONFIRM FINAL ELEVATIONS PRIOR TO INSTALLATION. 4. PIPE LENGTHS ARE PROVIDED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE. CAST-IN-PLACE CONCRETE MANHOLE BASE CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 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 what's R 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 SWARTZ, DAVID A, MILCAN, SUSAN MARIE LOT 29 ARREOLA, MANUEL L LOT 30 CUSACK, JOAN E LOT 37 MONDRAGON, LUCY V / CHRISTINA M, LOT 28 ALTA VISTA SUBDIVISION Graham, John C/Ginger L Kederike Lemay, LLC ROCKY MOUNTAIN RAPTOR PROGRAM MAIN STREET ALTA VISTA STREET MARTINEZ STREET EMMERICH, KARLA J LOT 41 BAZOIN-LAPPARTIENT, ANDREA MARIE, GREGORY C LOT 40 Tract W (Drainage, Utility, & Private Access Easement) Tract T (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract V (Drainage, Utility, & Private Access Easement) Tract 5 (D, U, & PAE) Tract 3 (D, U, & PAE) KEY MAP NTS N WE 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. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 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 what's R N W E S NO. REVISION BY DATE 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 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 27 98 N WE 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 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. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 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 what's R N W E S NO. REVISION BY DATE 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 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 26 98 Lot 5 Lot 6 Lot 1 Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Block 4 MATCHLINE SEE SHEET 27 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 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Drive 'B' Drive 'B' 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 SNYDER, RICHARD F SCHLAGEL, DONALD E /CHERYL D SCHLAGEL, LEONARD L /JUNE S UNTERBERGER, LORIN Graham, John C/Ginger L Tract F (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract A (Drainage, Utility, & Private Access Easement) Tract H (Drainage, Utility, & Private Access Easement) Tract O (Drainage, Utility, & Private Access Easement) Tract 1 (D, U, & PAE) Tract X (D, U, & PAE) Tract G (Drainage, Utility, & Private Access Easement) Tract 3 (D, U, & PAE) Tract 2 (D, U, & PAE) Tract 4 (D, U, & PAE) Tract 2 (D, U, & PAE) Tract K (D, U, & PAE) Tract E (D, U, & PAE) Tract I (D,U,&PAE) Lot 6 COLLAMER DRIVE Tract Y (D, U, & PAE) Lot 1 Lot 2 KEY MAP NTS N WE 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. ELECTRIC SERVICE TO BE OWNED, MAINTAINED AND INSTALLED BY OWNER FROM THE UTILITY TRANSFORMER SECONDARY LUGS TO THE ELECTRIC METER. 17. A FLOODPLAIN USE PERMIT MUST BE APPROVED PRIOR TO BEGINNING ANY WORK WITHIN THE DRY CREEK 100-YEAR FLOOD FRINGE. 18. SEE SHEET 24 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 what's R NO. REVISION BY DATE 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 8/28/19 1" = 50' N/A JTC JTC 18-1000-00 ---- 25 98 CALL 2-BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. Know what's R NO. REVISION BY DATE 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 DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 21 98 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND SHEET OF DRAWN BY CHECKED BY DATE SCALE (H) HDS PROJECT SCALE (V) NORTHFIELD DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 20 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND CHECKED BY: APPROVED: Environmental Planner CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Date Date Date Date Date Date 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 what's R NO. REVISION BY DATE 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 DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 19 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND (D,U,&PAE) Tract M (D,U,&PAE) Tract 4 (D,U,&PAE) Tract G (D,U,&PAE) Tract H (D,U,&PAE) Tract 3 (D,U,&PAE) Tract 3 (D,U,&PAE) Tract Q (D,U,&PAE) Tract R (D,U,&PAE) Block 10, Bldg 12d Tract G (D,U,&PAE) N. LEMAY AVENUE (80' ROW) 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 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 what's R NO. REVISION BY DATE 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 DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 18 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND Bldg 1b Block 9, Bldg 10d Pond B2 Pond B1 Pond A1 Pond B3 Tract T (Drainage, Utility, & Private Access Easement) Tract K (D,U,&PAE) Tract F (D,U,&PAE) Tract 2 (D,U,&PAE) Tract N (D,U,&PAE) Tract O (D,U,&PAE) Tract 5 (D,U,&PAE) Tract 5 (D,U,&PAE) Tract P (D,U,&PAE) Tract Q (D,U,&PAE) RAIN GARDEN 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 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 what's R NO. REVISION BY DATE 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 DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 17 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND Lot 8 Block 12, Bldg 16d Block 4, Bldg 15d Block 3, Bldg 18d Block 1, Bldg 20d Block 2, Bldg 19d Block 5, Bldg 13d Block 11, Bldg 14d Tract A (D,U,&PAE) Tract H (D,U,&PAE) Tract G (D,U,&PAE) Tract 1 (D,U,&PAE) Tract Y (D,U,&PAE) Tract X (D,U,&PAE) Tract D (D,U,&PAE) Tract C (D,U,&PAE) Tract 2 (D,U,&PAE) Tract B (D,U,&PAE) Tract 3 (D,U,&PAE) Tract F (D,U,&PAE) Tract E (D,U,&PAE) 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 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 what's R NO. REVISION BY DATE 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 DETAILED GRADING PLAN 8/28/19 1" = 30' N/A JTC JTC 18-1000-00 ---- 15 98 0 30' 30 15 30 60 SCALE: 1" = N W E S 1. CONTRACTOR TO PROVIDE AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES PRIOR TO AND THROUGHOUT CONSTRUCTION. 2. SPOT ELEVATIONS ARE SHOWN ARE ON FLOWLINE OR BACK OF WALK UNLESS OTHERWISE LABELED. 3. WALKWAYS SLOPE 2.0% AWAY FROM BUILDINGS AND/OR TOWARD PARKING/DRIVE AREAS. WALK LABELS ARE SHOWN ON THE HIGH SIDE OF THE WALK. 4. TW AND BW ELEVATIONS REFER TO TOP OF WALL AND BOTTOM OF WALL AT THE FINISHED GRADE AND DO NOT NECESSARILY INDICATE OVERALL HEIGHT OF RETAINING WALLS. REFER TO LANDSCAPING, ARCHITECTURAL, AND STRUCTURAL PLANS FOR ADDITIONAL WALL INFORMATION. RETAINING WALL DESIGN TO BE PROVIDED WITH WALL PERMIT. 5. ALL SUBGRADE TO BE PLACED/COMPACTED PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 6. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100 YEAR STORM. THE LOWEST OPENING ELEVATIONS SHOWN ARE AT LEAST ONE FOOT ABOVE THE 100 YEAR STORM ELEVATION OF ADJACENT STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR MAJOR CONTOUR MINOR CONTOUR LEGEND