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Home My WebLink AboutSOUTHEAST FORT COLLINS COMMUNITY PARK - PDP - PDP140014 - PLANS - UTILITY PLANS (3)COVER SHEET CV 01 of 18 vicinity map Scale: NTS OWNER / CONSTRUCTION SITE OPERATOR 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 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 02 of 18 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 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% 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. 9. 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. PROPOSED NATURAL AREA BUFFER 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 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN UT--2 03 of 18 MATCH LINE - SEE SHEET UT-5 MATCH LINE - SEE SHEET UT-3 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER 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 PROJECT DEVELOPMENT PLAN Drawing Name: BASEBALL FIELD CREEK PLAY AREA 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN 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 PROJECT DEVELOPMENT PLAN Drawing Name: UT-3 04 of 18 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-3 MATCH LINE - SEE SHEET UT-2 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. BMX TRACK (TO BE DESIGNED BY OTHERS) BASEBALL FIELD 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN 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 PROJECT DEVELOPMENT PLAN Drawing Name: UT-4 05 of 18 MATCH LINE - SEE SHEET UT-7 MATCH LINE - SEE SHEET UT-3 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER UT-2 UT-5 UT-7 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN 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 PROJECT DEVELOPMENT PLAN Drawing Name: UT-5 06 of 18 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-2 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 PLAYGROUND RESTROOM PLAYGROUND BARN STRUCTURE 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN 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 PROJECT DEVELOPMENT PLAN Drawing Name: UT-6 07 of 18 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-5 MATCH LINE - SEE SHEET UT-3 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER BMX TRACK (TO BE DESIGNED BY OTHERS) DOG PARK EXISTING IRRIGATION & DETENTION POND 0 SCALE: 1" = 30' 30 15 30 60 UTILITY PLAN 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 PROJECT DEVELOPMENT PLAN Drawing Name: UT-7 08 of 18 MATCH LINE - SEE SHEET UT-6 MATCH LINE - SEE SHEET UT-4 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER 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 0 SCALE: 1" = 80' 80 40 80 160 OVERALL GRADING & EROSION CONTROL PLAN GR-1 09 of 18 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 LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION 0 SCALE: 1" = 30' 30 15 30 60 GRADING PLAN GR-2 10 of 18 MATCH LINE - SEE SHEET GR-4 MATCH LINE - SEE SHEET GR-3 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 BASEBALL FIELD CREEK PLAY AREA LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 BMX TRACK (TO BE DESIGNED BY OTHERS) BASEBALL FIELD RESTROOM LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 A A LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 PLAYGROUND RESTROOM PLAYGROUND BARN STRUCTURE LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 BMX TRACK (TO BE DESIGNED BY OTHERS) DOG PARK EXISTING IRRIGATION & DETENTION POND LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER NATURAL RESOURCES BUFFER PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR PROPOSED FLOW DIRECTION Stamp: Checked: Drawn: CVT Proj. #: SOUTHEAST COMMUNITY PARK 05.12.2015 Project Development Plan 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 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 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 16 of 18 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 PROJECT DEVELOPMENT PLAN PROPOSED MINOR CONTOUR PROPOSED MAJOR CONTOUR EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR LEGEND EXISTING FLOODPLAIN PROPOSED FLOODPLAIN EROSION BUFFER PROPOSED BFE AND ELEVATION 0 SCALE: 1" = 80' 80 40 80 160 FLOODPLAIN PLAN FP 17 of 18 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 PROJECT DEVELOPMENT PLAN Drawing Name: PARKING LOT SECTION A-A N.T.S. CONSTRUCTION DETAILS DT 18 of 18 RAIN GARDEN TYPICAL SECTION N.T.S. FRENCH DRAIN TYPICAL 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 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: CHANNEL W/ ROCK WALL SLOPE/EMBANKMENT PROTECTION TYPICAL SECTION N.T.S. Drawing Name: Lighting Design Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: 15 of 18 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 MATCH LINE - SEE SHEET GR-6 MATCH LINE - SEE SHEET GR-4 GRADING PLAN GR-7 0 SCALE: 1" = 30' 30 15 30 60 Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: 14 of 18 MATCH LINE - SEE SHEET GR-7 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 MATCH LINE - SEE SHEET GR-5 MATCH LINE - SEE SHEET GR-3 GRADING PLAN GR-6 0 SCALE: 1" = 30' 30 15 30 60 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: 13 of 18 MATCH LINE - SEE SHEET GR-6 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 MATCH LINE - SEE SHEET GR-2 GRADING PLAN GR-5 0 SCALE: 1" = 30' 30 15 30 60 Clanton & Associates 303-530-7229 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: 12 of 18 MATCH LINE - SEE SHEET GR-7 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 MATCH LINE - SEE SHEET GR-3 GRADING PLAN GR-4 0 SCALE: 1" = 30' 30 15 30 60 Irrigation Design Hines Inc 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: 11 of 18 MATCH LINE - SEE SHEET GR-6 MATCH LINE - SEE SHEET GR-4 GR-2 GR-5 GR-6 GR-7 GR-3 GR-4 MATCH LINE - SEE SHEET GR-2 GRADING PLAN GR-3 0 SCALE: 1" = 30' 30 15 30 60 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 PROJECT DEVELOPMENT PLAN Drawing Name: 970-282-1800 PROJECT DEVELOPMENT PLAN Drawing Name: UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 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% 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 UT-2 UT-5 UT-7 UT-3 UT-4 UT-6 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% 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 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% 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 UT-3 UT-4 UT-6 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% 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 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 EXISTING FLOODPLAIN PROPOSED FLOODPLAIN 2" WATER SERVICE 6" SANITARY SERVICE SOLID PIPE STORM SYSTEM PERF PIPE STORM SYSTEM PROPOSED NATURAL AREA BUFFER 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 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% 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 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 PROJECT DEVELOPMENT PLAN Drawing Name: 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 EXISTING MAJOR CONTOUR EXISTING UTILITY POLE EXISTING GUY WIRE PROPOSED GAS EXISTING ELECTRIC LINE PROPOSED ELECTRIC LINE EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE PROPOSED SANITARY SEWER 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 C 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 OVERALL UTILITY PLAN UTILITY PLAN OVERALL GRADING & EROSION CONTROL PLAN GRADING PLAN DRAINAGE PLAN FLOODPLAIN PLAN CONSTRUCTION DETAILS 1 2 3 - 8 9 10 - 15 16 17 18 ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... ........................................... 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 MAY 2015 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 UT-1 UT-2 - UT-7 GR-1 GR-2 - GR-7 DRN FP DT PROPOSED HANDICAP RAMP PROPOSED SANITARY SEWER SERVICE W/ CLEANOUT 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 PROJECT DEVELOPMENT PLAN Drawing Name: PRELIMINARY NOT FOR CONSTRUCTION