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Home My WebLink AboutSOUTHEAST FORT COLLINS COMMUNITY PARK - FDP - FDP160009 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSCOVER SHEET CV - 1 01 of 45 vicinity map Scale: NTS OWNER City of Fort Collins Park Planning and Development 215 Mason Street Fort Collins, Colorado 80524 Ph. 970.221.6367 Contact: Craig Kisling SURVEYOR City of Fort Collins Surveying Department 281 N. College Ave Fort Collins, Colorado 80524 Ph. 970.221.6565 Contact: John Von Nieda DATE 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 STATUES, RESPECTIVELY; AND THAT I AM FULLY RESPONSIBLE FOR THE ACCURACY OF ALL DESIGN REVISIONS, AND RECORD CONDITIONS THAT I HAVE NOTED ON THE PLANS. ABBREVIATION LIST AE ACCESS EASEMENT BOV BLOW OFF VALVE BT BOTTOM OF TRENCH BW BOTTOM OF WALL C&G CURB AND GUTTER CL CENTERLINE CMP CORRUGATED METAL PIPE DE DRAINAGE EASEMENT INV INVERT IRR IRRIGATION LF LINEAR FEET LP LOW POINT LT LEFT MH MANHOLE PE PEDESTRIAN EASEMENT PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE PROPOSED STORM SEWER & MANHOLE 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 PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR GENERAL NOTES GN - 1 02 of 45 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan ³ ´ ³´ ³ ´ ³ ´ ³ ´ 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-1 03 of 45 MATCH LINE - SEE SHEET DEMO-4 MATCH LINE - SEE SHEET DEMO-2 DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 NOTES 1. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. 2. REFER TO THE LANDSCAPE PLAN FOR TREE REMOVAL AND TREE PROTECTION DETAILS AND NOTES. TREES SHOWN ON THIS PLAN ARE ONLY THE TREES TO REMAIN. 3. DRY UTILITY LINES (GAS, POWER, CABLE, TELECOM) SHALL BE PROTECTED IN PLACE. 4. ALL EXISTING IRRIGATION LINES AND STRUCTURES SHALL BE REMOVED. 5. ITEMS SHOWN FOR REMOVAL ARE NOT SHOWN ON SUBSEQUENT SHEETS. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ANY EXISTING CURB GUTTER OR SIDEWALK DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPLACE. Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 04 of 45 MATCH LINE - SEE SHEET DEMO-5 MATCH LINE - SEE SHEET DEMO-3 MATCH LINE - SEE SHEET DEMO-1 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY 05 of 45 MATCH LINE - SEE SHEET DEMO-6 MATCH LINE - SEE SHEET DEMO-2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION 06 of 45 MATCH LINE - SEE SHEET DEMO-5 MATCH LINE - SEE SHEET DEMO-1 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION 07 of 45 MATCH LINE - SEE SHEET DEMO-6 MATCH LINE - SEE SHEET DEMO-4 MATCH LINE - SEE SHEET DEMO-2 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY EXISTING IRRIGATION & DETENTION POND 08 of 45 MATCH LINE - SEE SHEET DEMO-5 MATCH LINE - SEE SHEET DEMO-3 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - PLAYGROUND RESTROOM FF=4901.75 PLAYGROUND BARN STRUCTURE PLAYGROUND 0 SCALE: 1" = 30' 30 15 30 60 PARKING LOT HORIZONTAL CONTROL PLAN HC-1 09 of 45 PAVEMENT LEGEND HC Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES: PLAYGROUND BMX TRACK (TO BE DESIGNED BY OTHERS) BASEBALL FIELD BASEBALL FIELD DOG PARK CREEK PLAY AREA EXISTING IRRIGATION & DETENTION POND 0 SCALE: 1" = 80' 80 40 80 160 OVERALL UTILITY PLAN UT-1 10 of 45 LEGEND WATER LINE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCITON SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% MINIMUM SLOPE AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. SANITARY SEWER SERVICE SHALL BE REDUCED TO A 4-INCH LINE JUST OUTSIDE THE BUILDING. REFER TO THE PLUMBING PLANS FOR BUILDING CONNECTION LOCATIONS. 5. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 6. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 7. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 8. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 9. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 10. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. RESOURCES BUFFER All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-2 11 of 45 MATCH LINE - SEE SHEET UT-5 MATCH LINE - SEE SHEET UT-3 LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 PERF PIPE STORM SYSTEM NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: BASEBALL FIELD CREEK PLAY AREA 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-3 12 of 45 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-4 MATCH LINE - SEE SHEET UT-2 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 F BMX TRACK (TO BE DESIGNED BY OTHERS) BASEBALL FIELD RESTROOM FF=4902.75 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-4 13 of 45 MATCH LINE - SEE SHEET UT-7 MATCH LINE - SEE SHEET UT-3 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-5 14 of 45 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-2 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 PLAYGROUND RESTROOM FF=4901.75 PLAYGROUND BARN STRUCTURE PLAYGROUND 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-6 15 of 45 MATCH LINE - SEE SHEET UT-7 MATCH LINE - SEE SHEET UT-5 MATCH LINE - SEE SHEET UT-3 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. BMX TRACK (TO BE DESIGNED BY OTHERS) DOG PARK EXISTING IRRIGATION & DETENTION POND BASKETBALL COURT 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT-7 16 of 45 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-4 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 NOT TO SCALE HDPE PERFORATED PIPE TRENCH SECTION PLAYGROUND RESTROOM FF=4901.75 PLAYGROUND BARN STRUCTURE PLAYGROUND 0 SCALE: 1" = 10' 10 5 10 20 UTILITY PLAN UT-8 17 of 45 UT-2 UT-5 UT-7 UT-3 UT-4 All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 LEGEND PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR VEHICLE TRACKING CONTROL PAD SILT FENCE WATTLE CONCRETE WASHOUT AREA STABILIZED STAGING AREA INLET PROTECTION ROCK CHECK DAM EROSION CONTROL BLANKET 0 SCALE: 1" = 80' 80 40 80 160 EROSION CONTROL PLAN ERC-1 18 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: SECP PARK ENTRANCE 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 4905 4910 4915 4920 4905 4910 4915 4920 0 SCALE: 1" = 30' 30 15 30 60 ZIEGLER RIGHT TURN LANE PLAN & PROFILE PP - 1 30 of 45 NOTES 1. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. RIGHT TURN LANE FLOWLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design SABER CAT DRIVE 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 4905 4910 4915 4905 4910 4915 0 SCALE: 1" = 30' 30 15 30 60 ZIEGLER RIGHT TURN LANE PLAN & PROFILE PP - 2 31 of 45 NOTES 1. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. RIGHT TURN LANE FLOWLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 4890 4895 4900 4890 4895 4900 0 SCALE: 1" = 30' 30 15 30 60 LADY MOON ON STREET PARKING PLAN & PROFILE PP - 3 32 of 45 NOTES 1. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. WEST FLOWLINE PROFILE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan NORTH ZIEGLER TURN LANE CROSS SECTIONS SOUTH ZIELGER TURN LANE CROSS SECTIONS CROSS SECTIONS XS -1 33 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 2' 20 10 20 40 LADY MOON DRIVE CROSS SECTIONS CROSS SECTIONS XS -2 34 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 0 HORIZONTAL SCALE: 1" = VERTICAL SCALE: 1" = 20' 2' 20 10 20 40 PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED DRAINAGE BASIN MAJOR STORM RUNOFF COEFFICIENT DRAINAGE BASIN AREA, ACRES DRAINAGE BASIN ID LEGEND PROPOSED DIRECTION OF OVERLAND FLOW DESIGN POINT EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER PROPOSED STORM PIPE 0 SCALE: 1" = 80' 80 40 80 160 DRAINAGE PLAN DRN-1 35 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EFFECTIVE CITY FLOODWAY/FLOODPLAIN PROPOSED CITY FLOODWAY/FLOODPLAIN EFFECTIVE BFE AND ELEVATION CROSS-SECTION AND NUMBER PROPOSED BFE AND ELEVATION ADDED OR UPDATED CROSS-SECTION AND NUMBER PROPOSED CREEK ALIGNMENT STATIONING EXISTING CREEK ALIGNMENT STATIONING 0 SCALE: 1" = 80' 80 40 80 160 FLOODPLAIN PLAN LIGHT DUTY ASPHALT CONCRETE TYPICAL SECTION NTS LIGHT DUTY CONCRETE PAVEMENT TYPICAL SECTION NTS HEAVY DUTY ASPHALT CONCRETE TYPICAL SECTION NTS HEAVY DUTY CONCRETE PAVEMENT TYPICAL SECTION NTS CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-1 37 of 45 FRENCH DRAIN TYPICAL SECTION N.T.S. PERMEABLE INTERLOCKING CONCRETE PAVER SECTION N.T.S. Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-2 38 of 45 CLEANOUT NOT TO SCALE Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-3 39 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-4 40 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan SNOUT DETAIL N.T.S. CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-5 41 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-6 42 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan PEDESTRIAN RAMP DETAIL 1' ROLLOVER CURB (SPILL) TYPICAL CHANNEL PROTECTION N.T.S. CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-7 43 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan CONSTRUCTION DETAILS 1218 W. Ash, Suite C 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 DT-8 44 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 0 SCALE: 1" = 100' 100 50 100 200 CONSTRUCTION DETAILS DT-9 45 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 90% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan RIGHT OF WAY AND ALIGNMENT DEDICATION DETAIL SCALE: 1"=100' NOTE: RIGHT OF WAY AND ALIGNMENTS SHALL BE RECORDED BY SEPARATE DOCUMENT FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan FRENCH DRAIN GREATER THAN 42" DEEP TYPICAL SECTION N.T.S. FP-1 36 of 45 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL PROPOSED IMPROVEMENTS LOCATED INSIDE OF THE McCLELLAND'S CREEK PROPOSED FLOODPLAIN SHALL BE AT GRADE. THE NORTHERN MOST PORTION OF THE COMMUNITY GARDENS AREA WILL CONTAIN AT-GRADE PLANTINGS ONLY, NO STRUCTURES OR RAISED PLANTER BEDS WILL BE ALLOWED. Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL SLOPES STEEPER THAN 4:1 SHALL RECEIVE EROSION CONTROL BLANKET FOR SLOPE PROTECTION. THIS INCLUDES ALL SLOPES WITHIN THE CHANNEL GRADING LIMITS. EROSION CONTROL BLANKET SHALL BE COIR MAT 40 OR APPROVED EQUAL OUTSIDE OF THE CHANNEL. EROSION CONTROL BLANKET ALONG THE CHANNEL BANKS SHALL BE PER THE DETAIL ON SHEET DT-7. 2. PLACE INLET PROTECTION ON ALL AREA INLETS ALONG THE FRENCH DRAIN SYSTEM. 3. EROSION CONTROL PRACTICES, SITE PROTECTION, AND REVEGETATION METHODS SHALL FOLLOW CITY OF FORT COLLINS REGULATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND STAYING IN CONTINUAL CONFORMANCE WITH THE STATE OF COLORADO STORMWATER DISCHARGE PERMIT. CONTRACTOR IS ALSO RESPONSIBLE FOR ESTABLISHING A STORMWATER MANAGEMENT PLAN IN ACCORDANCE WITH THE COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT. 5. PERIMETER EROSION CONTROL SHALL BE ESTABLISHED ALONG THE LIMITS OF CONSTRUCTION WITH AN APPROVED BMP. PERIMETER EROSION CONTROL SHALL LIMIT ANY SEDIMENT ASSOCIATED WITH THE PARK CONSTRUCTION FROM ENTERING THE CHANNEL. APPROVED BMPs INCLUDES WATTLES, SILT FENCE, AND EARTHEN BERM. Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. UT-6 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTES 1. ALL WATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH FORT COLLINS - LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. LEGEND WATER SERVICE SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan NOTE: ALL CONCRETE ON SITE SHALL BE 4" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. ALL CONCRETE IN THE PUBLIC RIGHT-OF-WAY SHALL BE 6" THICK PCC 4,000 PSI ON COMPACTED SUBGRADE. Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan LIMITS OF CONSTRUCTION PROPOSED NATURAL 1. ALL SIGNAGE AND MARKING IS SUBJECT TO THE GENERAL NOTES ON SHEET 2 OF THESE PLANS, AS WELL AS THE TRAFFIC SIGNING AND MARKING CONSTRUCTION NOTES USED HERE. 2. ALL SIGNAGE SHALL BE PER CITY STANDARDS, CDOT AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 3. ALL LANE LINES FOR CONCRETE PAVEMENT SHOULD BE EPOXY PAINT. 4. FINAL STRIPING AND SYMBOL LOCATIONS SHALL BE FIELD COORDINATED WITH OWNER. 5. EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 6. ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKING. 7. THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 8. SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 9. SIGNS NOTED TO BE PLACED ON THE FENCE SHALL BE ATTACHED WITH U-BOLTS TO THE ALUMINUM OR MOUNTED TO THE CEDAR FACE. SIGN LEGEND STOP LOVELAND WATER DISTRICT STANDARDS AND SPECIFICATIONS. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-6 LEGEND DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-5 LEGEND DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-4 LEGEND DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-3 LEGEND DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SOUTH FORT COLLINS SANITATION DISTRICT STANDARDS AND SPECIFICATIONS. ALL STORM PIPE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF FORT COLLINS STANDARDS AND SPECIFICATIONS. 2. WATER SERVICE SHALL BE TYPE K SOFT COPPER FROM THE TAP TO THE METER PIT AND SHALL BE 2" DR9 HDPE PLASTIC PIPE (ASTM 2737) WITH TRACER WIRE FROM THE METER PIT TO ALL RESTROOMS. RE: PLUMBING PLAN FOR WATER LINE SIZE AND MATERIAL FROM RESTROOM TO DRINKING FOUNTAIN LOCATIONS. 3. 6-INCH SANITARY SEWER SERVICE SHALL BE PVC (SDR 35) @ 1.0% AS SPECIFIED BY THE SOUTH FORT COLLINS SANITATION DISTRICT. 4. ALL CLEANOUTS SHALL BE TRAFFIC RATED CLEANOUTS. 5. RCP STORM PIPES SHALL BE CLASS III AND BE INSTALLED AND BEDDED PER CITY OF FORT COLLINS STANDARDS. PLASTIC STORM DRAIN PIPES AND UNDERDRAINS SHALL BE HDPE SEWER PIPE OR PVC SEWER PIPE AS NOTED. PLASTIC PIPE BEDDING SHALL BE PER SANITARY SEWER BEDDING DETAIL. ALL STORM SEWER SHALL BE INSPECTED BY THE CITY OF FORT COLLINS. 6. ONSITE IMPROVEMENTS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER. 7. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE DONE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 8. SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES IN THE BUFFER ZONE. 0 SCALE: 1" = 30' 30 15 30 60 DEMOLITION PLAN DEMO-2 LEGEND DEMO-1 DEMO-4 DEMO-6 DEMO-2 DEMO-3 DEMO-5 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT LEGEND 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 PROPOSED WATER LINE & VALVE EXISTING CONCRETE EXISTING FLOWLINE, CURB & GUTTER PROPOSED FLOWLINE, CURB & GUTTER PROPOSED FENCE EXISTING OVERHEAD UTILITY EXISTING STORM SEWER INLET PROPOSED STADIUM LIGHT EXISTING STREET LIGHT EXISTING FIBER OPTIC LINE 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 EXISTING CABLE TV PROPOSED CABLE TV EXISTING TREE EXISTING PROPERTY LINE CIVIL interwest consulting group 1218 W Ash St Suite A Windsor, Colorado 80524 Ph. 970.460.1091 Contact: Skylar Brower PROJECT MANAGER / LANDSCAPE ARCHITECT CIVITAS 1200 Bannock St Denver, Colorado 80204 Ph. 303.571.0053 x133 Contact: Robin Rooney Norcross EG EXISTING GRADE EL ELEVATION EX EXISTING FES FLARED END SECTION FL FLOWLINE GB GRADE BREAK GV GATE VALVE HP HIGH POINT RD ROOF DRAIN RT RIGHT SAN SANITARY SEWER STA STATION SDMH STORM DRAIN MANHOLE TB THRUST BLOCK TW TOP OF WALL TYP TYPICAL UE UTILITY EASEMENT SITE All changes, addendums, additions, deletions and modifications to these drawings must be approved, in writing, by the Fort Collins-Loveland Water District and the South Fort Collins Sanitation District. Mr. Terry Farrill, P.E., District Engineer Date Mr. Michael D. DiTullio, Manager Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Sheet No. Description of Sheets INDEX OF SHEETS COVER SHEET GENERAL NOTES DEMOLITION PLAN OVERALL UTILITY PLAN UTILITY PLAN PARKING LOT HORIZONTAL CONTROL PLAN EROSION CONTROL PLAN GRADING PLAN ZIEGLER RIGHT TURN LANE PLAN & PROFILE LADY MOON PARKING PLAN & PROFILE ZIEGLER RIGHT TURN LANE CROSS SECTIONS LADY MOON PARKING CROSS SECTIONS DRAINAGE PLAN FLOODPLAIN PLAN CONSTRUCTION DETAILS 1 2 3 - 8 9 10 11 - 17 18 19 - 29 30 - 31 32 33 34 35 36 37 - 45 ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... INDEMNIFICATION STATEMENT: THESE PLANS HAVE BEEN REVIEWED BY THE CITY OF FORT COLLINS FOR CONCEPT ONLY. THE REVIEW DOES NOT IMPLY RESPONSIBILITY BY THE REVIEWING DEPARTMENT, THE CITY OF FORT COLLINS ENGINEER, OR THE CITY OF FORT COLLINS FOR ACCURACY AND CORRECTNESS OF THE CALCULATIONS. FURTHERMORE, THE REVIEW DOES NOT IMPLY THAT QUANTITIES OF ITEMS ON THE PLANS ARE THE FINAL QUANTITIES REQUIRED. THE REVIEW SHALL NOT BE CONSTRUED IN ANY REASON AS ACCEPTANCE OF FINANCIAL RESPONSIBILITY BY THE CITY OF FORT COLLINS FOR ADDITIONAL QUANTITIES OF ITEMS SHOWN THAT MAY BE REQUIRED DURING THE CONSTRUCTION PHASE. Utility Plans For: SOUTHEAST COMMUNITY PARK Located In The Southwest Quarter of Section 4, T-6-N, R-68-W Of The 6th PM City Of Fort Collins, Larimer County, Colorado FEBRUARY 2016 PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) CITY OF FORT COLLINS BENCHMARK #2-03 SOUTH SIDE OF KECHTER ROAD APPROXIMATELY 0.6 MILES WEST OF STRAUSS CABIN ROAD (C.R. 7) ON THE EAST END OF THE SOUTH PARAPET WALL OF A BRIDGE OVER THE DIXON CANYON LATERAL. ELEV=4994.95 CITY OF FORT COLLINS BENCHMARK # 3-02 NORTHEAST CORNER OF THE INTERSECTION OF KECHTER ROAD AND ZIEGLER ROAD ON THE NORTHWEST CORNER OF A CONTROL GATE TO AN IRRIGATION STRUCTURE. ELEV=4915.41 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88=NGVD29 UNADJUSTED + 3.19' Sheet CV GN DEMO-1 to DEMO-6 HC UT-1 UT-2 to UT-7 ERC-1 LG-00 to LG-10 PP-1 to PP-2 PP-3 XS-1 XS-2 DRN-1 FP-1 DT-1 to DT-9 PROPOSED HANDICAP RAMP PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT PRELIMINARY NOT FOR CONSTRUCTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan Issue Record: Revisions: Consultants: Landscape Architect 3350 Kechter Road, Fort Collins CO, 80528 1200 Bannock St. Denver, CO 80204 Tel. 303 571.0053 Fax 303 425.0438 Ripley Design Inc. (970) 224-5828 970-484-0117 RB+B Architects, Inc. Architect Civil Engineer Interwest Design Group (970) 674-3300 215 North Mason Street Fort Collins, Colorado 80521 tel: 970.221.6360 www.fcgov.com/parkplanning/ 2-13-0010 Mechanical Engineer Abrahamson Engineering, Inc. 970-221-2569 Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 95% CONSTRUCTION DOCUMENTS Drawing Name: 09.02.2015 Project Development Plan 12.04.2015 90% Construction Documents 02.09.2016 95% Construction Documents 02.10.2016 Final Development Plan