HomeMy WebLinkAboutWINDSONG AT ROCK CREEK - FDP - FDP160010 - PLANS - UTILITY PLANSA Westrian Company
UTILITY PLANS FOR
WINDSONG AT ROCK CREEK
A PARCEL OF LAND LOCATED IN SECTION 4
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
APRIL 2016
DELICH ASSOCIATES
JR ENGINEERING, LLC
JR ENGINEERING, LLC
LENITY ARCHITECTURE
DESIGN STRUCTURES
SITE
LENITY ARCHITECTURE
ENGINEER'S STATEMENT
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
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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
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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Date
City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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WATER MAIN PROFILE
STA 7+50.00 TO 14+50.00
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
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ParksDate & Recreation
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Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
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City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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City of Fort Collins, Colorado
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WINDSONG AT ROCK CREEK
IMPERVIOUS AREA TREATMENT PLAN
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
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New Impervious Area 90,342 sq. ft.
Required Minimum Impervious Area to be Treated 45,171 sq. ft.
(=50% of new impervious area)
Area of Paver Section #1 7,322 sq. ft.
Run-on area for Paver Section #1 (1.0:1) 8,534 sq. ft.
Area of Sand Filter Pond C 7,234 sq. ft.
Impervious Area Treated by LID Treatment Method #2- Sand Filter Pond C (8.0:1) 58,174 sq. ft.
Area of Sand Filter Pond B 5,813 sq. ft.
Impervious Area Treated by LID Treatment Method #3- Sand Filter Pond B (3.0:1) 17,402 sq. ft.
Total Impervious Area Treated 84,110 sq. ft.
Actual % of New Impervious Area Treated 93.1%
New Pavement Area 33,178 sq. ft.
Required Minimum Area of Porous Pavement (=25% of new pavement area) 8,295 sq. ft.
Area of Paver Section #1 7,322 sq. ft.
Total Porous Pavement Area 7,322 sq. ft.
Actual % of Porous Pavement Provided 22.1%
50% On-Site Treatment by LID Requirement
Porous Pavement Requirement
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
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Date
Tributary Area Percent tc Q
2
Sub-basin (acres) Impervious C2 (min) (cfs)
EX1 2.99 2% 0.10 23.3 0.4
EX2 0.17 2% 0.10 14.2 0.0
EX3 0.19 2% 0.10 6.8 0.0
OF1 2.30 2% 0.10 23.7 0.3
Existing BASIN SUMMARY TABLE
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
Tributary Area Percent tc Q5 Q100
Sub-basin (acres) Impervious C2 C100 (min) (cfs) (cfs)
A1 0.39 65% 0.66 0.83 5.0 0.7 3.1
A2 0.50 71% 0.72 0.90 5.5 1.0 4.2
A3 0.11 67% 0.75 0.93 5.0 0.2 1.0
A4 0.18 59% 0.64 0.80 5.0 0.3 1.4
A5 0.24 90% 0.95 1.00 5.0 0.6 2.3
A6 0.24 90% 0.95 1.00 5.0 0.6 2.3
A7 0.10 90% 0.95 1.00 5.0 0.3 1.0
A8 0.19 7% 0.12 0.15 5.0 0.1 0.3
A9 0.09 73% 0.77 0.96 5.0 0.2 0.8
A10 0.02 39% 0.42 0.53 5.0 0.0 0.1
A11 0.12 84% 0.85 1.00 5.0 0.3 1.1
A12 0.29 47% 0.49 0.61 5.0 0.4 1.7
B1 0.04 14% 0.19 0.23 5.0 0.0 0.1
B2 0.21 13% 0.18 0.22 7.2 0.1 0.4
B3 0.08 65% 0.70 0.88 5.0 0.2 0.7
B4 0.14 75% 0.78 0.97 5.0 0.3 1.4
B5 0.02 20% 0.24 0.30 7.2 0.0 0.1
C1 0.06 25% 0.30 0.37 5.0 0.0 0.2
C2 0.13 26% 0.31 0.39 5.3 0.1 0.5
C3 0.10 33% 0.38 0.48 5.0 0.1 0.4
C4 0.09 22% 0.27 0.33 5.0 0.1 0.3
C5 0.05 80% 0.82 1.00 5.0 0.1 0.4
C6 0.20 94% 0.92 1.00 5.0 0.5 1.9
BASIN SUMMARY TABLE
Top of
Pond
Volume WS Release Volume WS WS Release Elevation
(acres) (ft) (cfs) (acres) (ft) (ft) (cfs) (ft)
Pond A 0.452 - 0.45 4920.55 0.5 - - 4920.55 21.7 4921.55
Pond B 0.205 0.023 0.205 4920.55 4.5 0.023 4918.47 - - 4921.00
Pond C - 0.078 - - 14.3 0.078 4919.02 - - 4920.00
Total 0.657 0.101 - - - - - - - -
Detention Pond Summary Table
Storage
Volume
Required
(acre-ft)
WQCV
Required
(acre-ft)
100-yr Emergency Overflow
Pond
WQCV
DETENTION
POND B
DETENTION
POND A
POND C
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
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TrafficDate Engineer Date
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Date
Pond A Pond B Pond C
Elev. A (Pond Inv.) 4915.00 4917.58 4916.50
Elev. B ( WQCU Elev) 4917.01 4918.47 4919.02
Elev. C 4918.01 4919.47 4920.02
Spill Elev. 4920.55 N/A N/A
D wq N/A 0.89' 2.52'
Ls 3.92' 3.92' 3.92'
Ws 3.92' 3.92' 3.92'
Wo 1.0' 1.0' 1.0'
Pond Outlet Structure Table
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
CityDate Engineer
WaterDate & Wastewater Utility
StormwaterDate Utility
ParksDate & Recreation
TrafficDate Engineer Date
EnvironmentalDate Planner
Date
Minimum 30-mil
HDPE Impervious
Membrane
2" Bedding Layer of
Crushed #8 Rock
Minimum 4"
Layer of
#57 Base
Minimum 12"
Layer of #2
Rock Sub-Base
Interlocking
Concrete
Edge Restraint Pavers
1
8" Hand-Tight
Joints
Perforated PVC Pipe Sub-drain 2" min.
(Optional Depending on
Underlying Soil Conditions)
Undisturbed Soil
Swale
Topsoil
Interlocking Concrete Pavers Cross Section
A Westrian Company
WINDSONG AT ROCK CREEK
LOCATED IN THE NORTHWEST QUARTER OF SECTION 4,
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
SITE
34176
A Westrian Company
WINDSONG AT ROCK CREEK
LOCATED IN THE NORTHWEST QUARTER OF SECTION 4,
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO