HomeMy WebLinkAboutSOUTHEAST FORT COLLINS COMMUNITY PARK - PDP - PDP140014 - PLANS - UTILITY PLANSCOVER SHEET
CV - 1
01 of 21
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
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 21
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
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
03 of 21
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
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
Stamp:
Checked:
Drawn:
CVT Proj. #:
SOUTHEAST COMMUNITY PARK
05.12.2015 Project Development Plan
BASEBALL FIELD
CREEK PLAY AREA
0
SCALE: 1" = 30'
30 15 30 60
UTILITY PLAN
UT-3
04 of 21
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.
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
BMX TRACK
(TO BE DESIGNED BY OTHERS)
BASEBALL FIELD
RESTROOM
FF=4903.20
0
SCALE: 1" = 30'
30 15 30 60
UTILITY PLAN
UT-4
05 of 21
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
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
0
SCALE: 1" = 30'
30 15 30 60
UTILITY PLAN
UT-5
06 of 21
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
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
Stamp:
Checked:
Drawn:
CVT Proj. #:
SOUTHEAST COMMUNITY PARK
05.12.2015 Project Development Plan
PLAYGROUND
RESTROOM
FF=4902.00
PLAYGROUND
BARN STRUCTURE
FF=4902.50
PLAYGROUND
0
SCALE: 1" = 30'
30 15 30 60
UTILITY PLAN
UT-6
07 of 21
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
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
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
08 of 21
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
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
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
EROSION CONTROL
BLANKET 0
SCALE: 1" = 80'
80 40 80 160
OVERALL
GRADING & EROSION
CONTROL PLAN
GR-1
09 of 21
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
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 21
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
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
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
11 of 21
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
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
BMX TRACK
(TO BE DESIGNED BY OTHERS)
BASEBALL FIELD
RESTROOM
FF=4903.20
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
12 of 21
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
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
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
13 of 21
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
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
PLAYGROUND
RESTROOM
FF=4902.00
PLAYGROUND
BARN STRUCTURE
FF=4902.50
PLAYGROUND
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
14 of 21
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
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
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
15 of 21
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
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
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
16 of 21
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
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
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
4920
4905
4910
4915
4920
0
SCALE: 1" = 30'
30 15 30 60
ZIEGLER RIGHT
TURN LANE
PLAN & PROFILE
PP - 2
17 of 21
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
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
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
4890
4895
4900
2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50
4890
4895
4900
0
SCALE: 1" = 30'
30 15 30 60
LADY MOON
ON STREET PARKING
PLAN & PROFILE
PP - 3
18 of 21
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
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
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
19 of 21
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-1
20 of 21
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:
09.02.2015 Project Development Plan
CONSTRUCTION
DETAILS
DT-1
21 of 21
FRENCH DRAIN TYPICAL SECTION
N.T.S.
CHANNEL W/ ROCK WALL
SLOPE/EMBANKMENT PROTECTION
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
Irrigation Design
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
SNOUT DETAIL
N.T.S.
Drawing Name:
09.02.2015 Project Development Plan
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:
09.02.2015 Project Development Plan
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.
4' CONCRETE PAN FLOWLINE PROFILE
WEST FLOWLINE PROFILE
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:
09.02.2015 Project Development Plan
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
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:
09.02.2015 Project Development Plan
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
303-530-7229
Irrigation Design
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
970-221-2569
Lighting Design
Clanton & Associates
303-530-7229
Irrigation Design
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
Drawing Name:
09.02.2015 Project Development Plan
303-530-7229
Irrigation Design
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
Drawing Name:
09.02.2015 Project Development Plan
Hines Inc
970-282-1800
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project 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.
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
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan
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
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 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:
09.02.2015 Project Development Plan
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
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development 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:
09.02.2015 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:
09.02.2015 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:
09.02.2015 Project Development Plan
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
ZIEGLER RIGHT TURN LANE PLAN & PROFILE
LADY MOON PARKING PLAN & PROFILE
DRAINAGE PLAN
FLOODPLAIN PLAN
CONSTRUCTION DETAILS
1
2
3 - 8
9
10 - 15
16 - 17
18
19
20
21
...........................................
...........................................
...........................................
...........................................
...........................................
...........................................
...........................................
...........................................
...........................................
...........................................
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
SEPTEMBER 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
PP-1 - PP-2
PP-3
DRN
FP
DT
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
PROJECT DEVELOPMENT PLAN
Drawing Name:
09.02.2015 Project Development Plan