HomeMy WebLinkAboutTHORELL PARK SUBDIVISION (FORMERLY JOHNSTON ANNEXATION) - PDP - PDP160032 - REPORTS - DRAINAGE REPORT (7)153
154
156
158 157
159
160
161
162
139
140
141
142
143
46 47 48 49 50 51 52 53 54 55
45 44 43 42 41
155
153
154
156
158 157
159
160
161
162
139
140
141
142
143
46 47 48 49 50 51 52 53 54 55
45 44 43 42 41
155
EX. PRAIRIE
HILL DRIVE
STEPHEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
EX. RED WILLOW DRIVE
(76' ROW)
DETENTION
POND
STORM-A PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
69 70
68
71
72
73
74
22
23
24
25
26
28 27
98
96
97
69 70
68
71
72
73
74
22
23
24
25
26
28 27
98
96
97
JESSIE DRIVE
(20' PRIVATE DRIVE)
JUNIOR DRIVE
(20' PRIVATE DRIVE)
STORM C PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4935
4940
4945
4950
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
18" RCP ~
L=102.2' @ 3.77%
2-18" RCP ~
L=107.3' @ 0.51%
3-30" RCP ~
L=40.5' @ 0.49%
3-19" x 30" ECP ~
L=20.1' @ 0.50%
33 34 35 36 37 38 39 40 41 42 43 44 45
33 34 35 38 39 40 41 42 43 44 45
PRAIRIE HILL DRIVE
STORM B PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
132
131
130
129
145
146
147
148
125
126
127
109 128
110
111
112
89
105
106
107
108
90
91
92 132
131
130
129
145
146
147
148
125
126
127
109 128
110
111
112
89
105
106
107
108
90
91
92
ROSEN DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
DETENTION
POND
36" RCP ~ 17.6 LF
36" RCP ~ 128.2 LF 30" RCP ~ 97.5 LF
30" RCP ~ 14.4 LF
24" RCP ~ 103.0 LF 18" RCP ~ 100.0 LF 18" RCP ~ 100.5 LF
18" RCP ~ 14.4 LF
STORM D PROFILE
2
3
4
5
6
7
8
9 81
82
83
84
85
86
87
88 89
93
90
91
92
94
95
96
2
3
4
5
6
7
8
9 81
82
83
84
85
86
87
88 89
93
90
91
92
94
95
96
ROSEN DRIVE
SHAW DRIVE
DETENTION
POND WEST
STORM G PROFILE
HORIZ. SCALE: 1" = 50
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4930
4935
4940
4945
4950
TYPE 'L' RIPRAP
L=5', W=5', d=18"
6" TYPE II BEDDING
STORM F PROFILE
HORIZ. SCALE: 1" = 50
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
THESE PLANS HAVE BEEN REVIEWED BY
THE LOCAL ENTITY FOR CONCEPT ONLY.
THE REVIEW DOES NOT IMPLY
RESPONSIBILITY FOR BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THESE PLANS
ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE CONSTRUED IN
ANY REASON AS TO ACCEPTANCE OF
FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF
ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer Date
Water & Wastewater Utility Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
Date
Date
Date
Date
1. PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL
COMPLY WITH ASTM C-443.
2. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS.
3. ALL COORDINATES GIVEN FOR STORM SEWER INLETS ARE TO THE
INTERSECTION OF THE MIDPOINT OF THE INLET AND FLOWLINE OF THE
STREET. ALL OTHER COORDINATES FOR STORM SEWER STRUCTURES
ARE TO END OF PIPE OR CENTER OF MANHOLE. ALL LENGTHS OF
STORM SEWER PIPE ARE FROM THE CENTER OF MANHOLE OR INSIDE
FACE OF THE INLET/STRUCTURE TO THE END OF PIPE. ALL SPECIALLY
FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINUOUS
VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP
DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURE MUST BE
SUBMITTED TO THE ENGINEER AND TO THE LARIMER COUNTY
ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS
PRIOR TO CONSTRUCTION.
4. IFOB = INSIDE FACE OF BOX.
NOTES:
STORM SEWER - F & G
PLAN & PROFILES
STORM - F AND OUTFALL WITH SWALE
PLAN VIEW
SCALE: 1" = 50'
OUTFALL SWALE - SECTION A-A
NO SCALE
2'
2'
CL SWALE
3' 3'
4:1 4:1
4:1 4:1
MATCH
EXISTING GROUND
MATCH
EXISTING GROUND
HYDRAULIC GRADE LINE =
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4970
4930
4935
4940
4945
4950
4955
4960
4965
4970
L=119.3' @ 0.50% 36" RCP
L=98.7' @ 0.50% 36" RCP
L=14.4' @ 0.49% 30" RCP
L=101.8' @ 0.50% 24" RCP
L=100.0' @ 0.50% 18" RCP
L=14.4' @ 0.49% 18" RCP
L=100.5' @ 0.40% 15" RCP
L=12.1' @ 0.50% 36" RCP
STORM E PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4970
4935
4940
4945
4950
4955
4960
4965
4970
L=12.1' @ 0.50% 36" RCP
L=119.3' @ 0.50% 36" RCP L=98.7' @ 0.50% 36" RCP
L=14.4' @ 0.49% 30" RCP
L=101.8' @ 0.50% 24" RCP
L=100.0' @ 0.50% 18" RCP
18" RCP ~ 14.4 LF
L=100.5' @ 0.40% 15" RCP
138
137
136
139
140
141
71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
119
120
116 121
117
98 99 118
100
96 101
97
138
137
136
139
140
141
71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
119
120
116 121
117
98 99 118
100
96 101
97
STEPHEN DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
DETENTION
POND
36" RCP ~ 119.3 LF
36" RCP ~ 12.1 LF
36" RCP ~ 98.7 LF
30" RCP ~ 14.4 LF
24" RCP ~ 101.8 LF
18" RCP ~ 100.0 LF
18" RCP ~ 14.4 LF
15" RCP ~ 100.5 LF
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
THESE PLANS HAVE BEEN REVIEWED BY
THE LOCAL ENTITY FOR CONCEPT ONLY.
THE REVIEW DOES NOT IMPLY
RESPONSIBILITY FOR BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THESE PLANS
ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE CONSTRUED IN
ANY REASON AS TO ACCEPTANCE OF
FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF
ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer Date
Water & Wastewater Utility Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
Date
Date
Date
Date
1. PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL
COMPLY WITH ASTM C-443.
2. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS.
3. ALL COORDINATES GIVEN FOR STORM SEWER INLETS ARE TO THE
INTERSECTION OF THE MIDPOINT OF THE INLET AND FLOWLINE OF THE
STREET. ALL OTHER COORDINATES FOR STORM SEWER STRUCTURES
ARE TO END OF PIPE OR CENTER OF MANHOLE. ALL LENGTHS OF
STORM SEWER PIPE ARE FROM THE CENTER OF MANHOLE OR INSIDE
FACE OF THE INLET/STRUCTURE TO THE END OF PIPE. ALL SPECIALLY
FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINUOUS
VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP
DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURE MUST BE
SUBMITTED TO THE ENGINEER AND TO THE LARIMER COUNTY
ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS
PRIOR TO CONSTRUCTION.
4. IFOB = INSIDE FACE OF BOX.
NOTES:
STORM SEWER - D &
E PLAN & PROFILES
STORM - D PLAN VIEW
SCALE: 1" = 50'
STORM - E PLAN VIEW
SCALE: 1" = 50'
HYDRAULIC GRADE LINE =
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50
18" RCP ~
L=16.4' @ 0.61%
18" RCP ~
L=40.3' @ 0.50%
24" RCP ~
L=25.4' @ 0.51%
24" RCP ~
L=5.5' @ 0.55%
24" RCP ~
L=328.6' @ 0.50%
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
THESE PLANS HAVE BEEN REVIEWED BY
THE LOCAL ENTITY FOR CONCEPT ONLY.
THE REVIEW DOES NOT IMPLY
RESPONSIBILITY FOR BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THESE PLANS
ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE CONSTRUED IN
ANY REASON AS TO ACCEPTANCE OF
FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF
ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer Date
Water & Wastewater Utility Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
Date
Date
Date
Date
STORM SEWER - B &
C PLAN & PROFILES
1. PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL
COMPLY WITH ASTM C-443.
2. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS.
3. ALL COORDINATES GIVEN FOR STORM SEWER INLETS ARE TO THE
INTERSECTION OF THE MIDPOINT OF THE INLET AND FLOWLINE OF THE
STREET. ALL OTHER COORDINATES FOR STORM SEWER STRUCTURES
ARE TO END OF PIPE OR CENTER OF MANHOLE. ALL LENGTHS OF
STORM SEWER PIPE ARE FROM THE CENTER OF MANHOLE OR INSIDE
FACE OF THE INLET/STRUCTURE TO THE END OF PIPE. ALL SPECIALLY
FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINUOUS
VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP
DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURE MUST BE
SUBMITTED TO THE ENGINEER AND TO THE LARIMER COUNTY
ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS
PRIOR TO CONSTRUCTION.
4. IFOB = INSIDE FACE OF BOX.
NOTES:
STORM - C PLAN VEIW
SCALE: 1" = 20'
STORM - B PLAN VEIW
SCALE: 1" = 20'
HYDRAULIC GRADE LINE =
4940
4945
4950
4955
4960
4965
STORM A-2 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4970
4975
4935
4940
4945
4950
4955
4960
4965
4970
4975
36" RCP ~ L=30.0'
@ 0.50%
STORM-A1 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4930
4935
4940
4945
4950
4955
4960
18" RCP ~ L=38.9'
@ 1.30%
TYPE 'L' RIPRAP
L=14', W=9', d=18"
12" TYPE II BEDDING
TYPE 'L' RIPRAP
L=5', W=5', d=18"
6" TYPE II BEDDING
33" RCP ~ L=95.4' @ 0.50%
30" RCP ~ L=65.6'
@ 0.50%
24" RCP ~ L=87.9'
@ 0.50%
24" RCP ~ L=47.8'
@ 0.50%
18" RCP ~ L=55.0' @ 0.50%
18" RCP ~ L=14.4'
@ 0.50%
18" RCP ~ L=11.9'
@ 0.50%
18" RCP ~ L=135.6' @ 0.50%
STORM A-3 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
18" RCP ~ L=13.3' @ 0.50%
STORM A-4 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
18" RCP ~ L=25.3' @ -0.50%
STORM A-5 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
4965
18" RCP ~ L=31.7' @ 0.49%
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
THESE PLANS HAVE BEEN REVIEWED BY
THE LOCAL ENTITY FOR CONCEPT ONLY.
THE REVIEW DOES NOT IMPLY
RESPONSIBILITY FOR BY THE REVIEWING
DEPARTMENT, THE LOCAL ENTITY
ENGINEER, OR THE LOCAL ENTITY FOR
ACCURACY AND CORRECTNESS OF THE
CALCULATIONS. FURTHERMORE, THE
REVIEW DOES NOT IMPLY THAT
QUANTITIES OF ITEMS ON THESE PLANS
ARE THE FINAL QUANTITIES REQUIRED.
THE REVIEW SHALL NOT BE CONSTRUED IN
ANY REASON AS TO ACCEPTANCE OF
FINANCIAL RESPONSIBILITY BY THE LOCAL
ENTITY FOR ADDITIONAL QUANTITIES OF
ITEMS SHOWN THAT MAY BE REQUIRED
DURING THE CONSTRUCTION PHASE.
City of Fort Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
CHECKED BY:
City Engineer Date
Water & Wastewater Utility Date
Stormwater Utility
Parks & Recreation
Traffic Engineer
Environmental Planner
Date
Date
Date
Date
STORM SEWER - A
PLAN & PROFILES
1. PIPES SHALL HAVE A PRESSURE SEAL. RCP JOINT SEALS SHALL
COMPLY WITH ASTM C-443.
2. ALL STORM SEWER SHALL BE CLASS III RCP WITH WATER TIGHT JOINTS.
3. ALL COORDINATES GIVEN FOR STORM SEWER INLETS ARE TO THE
INTERSECTION OF THE MIDPOINT OF THE INLET AND FLOWLINE OF THE
STREET. ALL OTHER COORDINATES FOR STORM SEWER STRUCTURES
ARE TO END OF PIPE OR CENTER OF MANHOLE. ALL LENGTHS OF
STORM SEWER PIPE ARE FROM THE CENTER OF MANHOLE OR INSIDE
FACE OF THE INLET/STRUCTURE TO THE END OF PIPE. ALL SPECIALLY
FABRICATED ACCESS STRUCTURES SHALL PROVIDE A CONTINUOUS
VERTICAL ACCESS AT ONE SIDE OF THE PIPE SECTION. SHOP
DRAWINGS OF SPECIALLY FABRICATED ACCESS STRUCTURE MUST BE
SUBMITTED TO THE ENGINEER AND TO THE LARIMER COUNTY
ENGINEERING DEPARTMENT FOR APPROVAL AT LEAST TWO WEEKS
PRIOR TO CONSTRUCTION.
4. IFOB = INSIDE FACE OF BOX.
NOTES:
STORM - A THRU A1 PLAN
SCALE: 1" = 50'
HYDRAULIC GRADE LINE =