HomeMy WebLinkAboutTHORELL PARK SUBDIVISION (FORMERLY JOHNSTON ANNEXATION) - PDP - PDP160032 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSVICINITY MAP
SCALE: 1"=2000'
NORTH
SITE
THORELL PARK
PRELIMINARY DEVELOPMENT PLAN
UTILITY PLANS
A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 7
TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN,
COUNTY OF LARIMER, FORT COLLINS, COLORADO
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
I HEREBY AFFIRM THAT THESE 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 THESE PLANS..
LONNY E. PHELPS, P.E. ___________________________________________________________________
COLORADO REGISTRATION No.
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. Chris J. Matkins, General Manager Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County
Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable
standards, the most restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.
2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise
3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans
after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans.
4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said
engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer
who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify
the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained
in these plans.
5. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the Local Entity standards and
specifications current at the date of approval of the plans by the Local Entity Engineer.
6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the
Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall
be responsible for unknown underground utilities.
7. The Contractor/Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning
excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by
contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of
the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans.
8. The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings
required.
9. If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the
Design modification(s) must be approved by the Local Entity prior to beginning construction.
10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely
fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any
utility service as well as the utility companies.
11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall
be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required
prior to commencement of any work.
12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer
should be constructed prior to installation of the water lines and dry utilities.
13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility.
14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a
storm sewer, channel, irrigation ditch or any waters of the United States.
15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water
Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan.
16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities
shall be the responsibility of the Homeowner's Asociation.
17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved
by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a
certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two
weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement.
18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting
from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly
maintain its water, wastewater, and/or storm drainage facilities in the development.
19. All recommendations of the Preliminary Drainage and Erosion Control Report for Crowne On Timberline, by Aspen Engineering, dated May 15, 2013, shall be
followed and implemented.
20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in
good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping.
21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed
within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street
inspector.
22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained,
if applicable.
23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall
notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2
working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the Local Entity Engineer is not available
after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity
reserves the right not to accept the improvement if subsequent testing reveals an improper installation.
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
NOTES: Date
1. CONTRACTOR TO CONTACT ASSOCIATED UTILITY COMPANIES PRIOR TO ANY RELOCATION, DEMOLITION/REMOVAL, OR ABANDONMENT OF EXISTING UTILITIES
2. ANY ITEM NOT SHOWN TO BE REMOVED, DEMOLISHED, OR ABANDONED, SHALL BE PROTECTED IN PLACE.
3. NO UNDERGROUND SEPTIC SYSTEMS ARE ANTICIPATED TO EXIST WITHIN THE PROPOSED DEVELOPMENT. HOWEVER, IF AN EXISTING SEPTIC SYSTEM(S) IS
FOUND, THE SYSTEM(S) WILL NED TO BE REMOVED PER THE LARIMER COUNTY HEALTH DEPARTMENT'S STANDARDS.
4. PIP = PROTECT IN PLACE
5. TBR = TO BE REMOVED
DEMOLITION PLAN
NOTES:
BARN AND BUILDING TO BE REMOVED AND REPLACED
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
PROPOSED BOUNDARY
PROPOSED ROW
PROPOSED BOUNDARY/
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
EXISTING BOUNDARY /
EXISTING ROW
EXISTING BOUNDARY
EXISTING BOUNDARY /
EXISTING R.O.W.
EXISTING BOUNDARY
PROPOSED
9' EASEMENT
36.0'
-
57.0' R.O.W.
28.5'
28.5'
6.0'
6.0'
4.5'
4.5'
PROPOSED 4.5'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED R.O.W.
36.0'
-
57.0' R.O.W.
28.5'
28.5'
6.0' 6.0'
4.5'
4.5'
36.0'
-
57.0' R.O.W.
28.5'
28.5'
6.0'
6.0'
4.5'
4.5'
20.0'
10.0'
10.0'
20.0'
10.0'
10.0'
20.0'
10.0'
10.0'
20.0'
10.0'
10.0'
20.0'
10.0'
10.0'
ROSEN DRIVE
SHAW DRIVE
RED WILLOW DRIVE
(76' ROW)
PRAIRIE HILL DRIVE
SF
LOC
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
LOC LOC LOC LOC
LOC
LOC
LOC
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
ROSEN DRIVE
SHAW DRIVE
RED WILLOW DRIVE
(76' ROW)
PRAIRIE HILL DRIVE
SF
LOC
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
LOC LOC LOC LOC
LOC
LOC
LOC
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
EROSION CONTROL
NOTES AND DETAILS
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
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
ROSEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
SHAW DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
2-19"X30" ECP
2-19"X30" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
2-14"X23" ECP
2-19"X30" ECP
24" RCP
18" RCP 24" RCP
18" RCP
18" RCP
18" RCP
18" RCP
30" RCP
30" RCP
30" RCP
18" RCP
18" RCP
30" RCP
STEPHEN DRIVE
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.
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET, MANHOLE, & FES
LEGEND:
EXISTING CONTOURS
ROSEN DRIVE
STEPHEN DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
SHAW DRIVE
14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
2-19"X30" ECP
2-19"X30" ECP
14"X23" ECP 14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
2-19"X30" ECP
DETENTION
POND
14"X23" ECP
TRACT 3
TRACT 1
TRACT 15 TRACT 16
TRACT B
TRACT A
128
127
126
125
124
123
122
121
120
118 119
117
116
115
114
113
112
111
110
108 109
107
106
105
104
103
102
101
100
98 99
97
96
95
94
93
92
STEPHEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
14"X23" ECP 14"X23" ECP
14"X23" ECP
14"X23" ECP
14"X23" ECP
2-19"X30" ECP
18" RCP
14"X23" ECP
TRACT 3
TRACT 4
TRACT F
TRACT 5
TRACT 6 TRACT 12
TRACT 13
TRACT 14
19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
77 76 75 74 73 72 71 70 69 68 67 66 65 64
63 62 61
98 99 118 119
18
17
16
15
14
13
12
11
78
DETAIL GRADING PLAN
(WEST)
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
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
Date
Date
Date
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET, MANHOLE, AND FES
LEGEND:
EXISTING CONTOURS
EXISTING STORM SEWER
PROPOSED DRAINAGE OR
ROSEN DRIVE
STEPHEN DRIVE
PETER DRIVE
(20' PRIVATE DRIVE)
2-19"X30" ECP
2-19"X30" ECP
30" RCP
18" RCP
18" RCP
30" RCP
DETENTION
POND
2-14"X23" ECP 2-19"X30" ECP
148
147
146
145
144
143
142
141
140
139
129
130
131
132
133
134
135
136
137
138
166
165
164
163
162
161
160
159
157 158
156
155
154
153
152
151
150
149
TRACT 17
TRACT 18 TRACT 19
TRACT D
TRACT E
TRACT A
DETAIL GRADING PLAN
(EAST)
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
STEPHEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
24" RCP
18" RCP 24" RCP
18" RCP
18" RCP
18" RCP
30" RCP
30" RCP
30" RCP
18" RCP
18" RCP
30" RCP
DETENTION
POND
2-14"X23" ECP 2-19"X30" ECP
35
61
36 37 38 39 40 41 42 43 44 45
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
138 139 157 158
TRACT 8
TRACT 10
TRACT 9
TRACT 7 TRACT 11
TRACT G
DETAIL GRADING PLAN
(EAST)
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
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
Date
Date
Date
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET, MANHOLE, AND FES
LEGEND:
EXISTING CONTOURS
EXISTING STORM SEWER
PROPOSED DRAINAGE OR
UTILITY EASEMENT LINE
SD
PROPOSED RIGHT-OF-WAY
38
21
37
42
22
24
10
28
POND WEST
VOLUME: 1.77 Ac-ft
ELEV.=4947.06
MAXIMUM Q(OUT)=2.49 CFS
POND EAST
VOLUME: 1.27 Ac-ft
ELEV.=4945.12
MAXIMUM Q(OUT)=1.47 CFS
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
LEGEND:
DRAINAGE BASIN EXHIBIT
PROPOSED CONTOURS
EXISTING CONTOURS
2
3
4
5
6
7
8
9
10
79
80
81
82
83
84
85
86
87
88 89
90
91
92
93
94
95
96
97
98 99
100
101
102
103
104
105
106
107
108 109
110
111
112
113
114
115
116
117
118 119
120
121
122
123
124
125
126
127
128
149
150
151
152
153
ROSEN DRIVE
SHAW DRIVE
PRAIRIE HILL DRIVE
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
STEPHEN DRIVE
2
3
4
5
6
7
8
9
10
79
80
81
82
83
84
85
86
87
88 89
90
91
92
93
94
95
96
97
98 99
100
101
102
103
104
105
106
107
108 109
110
111
112
113
114
115
116
117
118 119
120
121
149
150
151
152
153
154
155
156
157 158
159
160
161
162
163
164
165
166
138
137
136
135
134
133
132
131
130
129
139
140
141
142
143
144
145
146
147
148
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
36 37 38 39 40 41 42 43 44 45
ROSEN DRIVE
RED WILLOW DRIVE
(76' ROW)
PRAIRIE HILL DRIVE
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE
PROPOSED BOUNDARY/
PROPOSED ROW
PROPOSED ROW
EXISTING
BOUNDARY
PROPOSED
8" PVC WATERLINE
PROPOSED
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16 17
18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
36
65 64 63 62 61 60
74 73 72 71 70 69 68 67 66
78 77 76 75
88
87
86
85
84
83
82
81
80
79
94
95
96
97
98
103
102
101
100
99
114
115
116
117
118
123
122
121
120
119
89
90
91
92
93
108
107
106
105
36 37 38 39 40 41 42 43 44 45
60 55 54 53 52 51 50 49 48 47 46
59 58 57 56
134
135
136
137
138
129
130
131
132
133
143
142
141
140
139
148
147
146
145
144
153
154
155
156
157
149
150
151
152
162
161
160
159
158
166
165
164
163
PROPOSED ROW
EXISTING
BOUNDARY
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
WATERLINE
CONNECT PROP. 8" WATERLINE
TO EXISTING 8" WATERLINE.
INSTALL 8" X 8" TAPPING SADDLE
N=14,255,467.26
E=3,126,900.03
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPERTY BOUNDARY/
PROPOSED ROW
PROPOSED 4.5'
SIDEWALK
ROSEN DRIVE
VERTICAL C&G
VERTICAL C&G
VERTICAL C&G
VERTICAL C&G
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
PROPOSED 4.5'
SIDEWALK PROPOSED ROW
128
127
126
125
124
129
130
131
132
133
147
146
145
144
149
150
151
152
166
165
164
163
148
ROSEN DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4940
4945
4950
4955
4960
4965
4970
4940
4945
4950
4955
4960
4965
4970
EG=4955.5
FG=
0+00
EG=4955.8
FG=4954.46
PROPERTY BOUNDARY/
PROPOSED ROW
PROPOSED 4.5'
SIDEWALK
ROSEN DRIVE
SHAW DRIVE
VERTICAL C&G
VERTICAL C&G
PROPOSED 4.5'
SIDEWALK
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
1
2
3
4
5
88
87
86
85
84
89
90
91
92
108
107
106
105
109
110
111
112
128
127
126
125
ROSEN DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
EG=4941.7
FG=4948.31
7+50
PROPOSED 4.5'
SIDEWALK
PROPOSED ROW
PROPOSED ROW
PROPOSED 4.5'
SIDEWALK
VERTICAL C&G
VERTICAL C&G
PROPOSED STEPHEN DRIVE
CENTERLINE
STEPHEN DRIVE
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
63 62 61
121
120
119
136
137
138
141
140
139
155
156
157
160
159
158
STEPHEN DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
EG=4948.2
0+00
EG=4946.7
FG=4946.95
0+50
EG=4946.7
FG=4946.28
1+00
EG=4946.7
FG=4946.53
1+50
STEPHEN DRIVE
VERTICAL C&G
VERTICAL C&G
PROPOSED ROW
PROPOSED 4.5'
SIDEWALK
PROPOSED ROW
SHAW DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
PROPOSED STREET 'A'
CENTERLINE
9
10
11
12
13
74 73 72 71 70 69 68 67 66 65 64 63 62
78 77 76 75
81
80
79
96
97
98
101
100
99
116
117
118
121
120
119
JUNIOR DRIVE
(20' PRIVATE DRIVE)
PROPOSED 4.5'
SIDEWALK
STEPHEN DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
EG=4940.6
FG=4949.28
7+00
BEACHMONT DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
PROPOSED JUNIOR DRIVE
PROPOSED E.O.P. CENTERLINE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
33 34 35 36 37 38 39 40 41 42 43 44 45
55 54 53 52 51 50 49 48 47 46
60 59 58
57 56
63 62 61
PROPOSED E.O.P.
JUNIOR DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
EG=4946.1
FG=
0+00
EG=4946.0
FG=4945.54
0+50
EG=4946.1
FG=4945.78
1+00
EG=4946.4
FG=4946.05
1+50
EG=4947.1
FG=4946.33
2+00
EG=4948.0
FG=4946.61
2+50
EG=4948.8
FG=4946.89
3+00
EG=4949.1
FG=4947.16
3+50
EG=4949.8
FG=4947.44
4+00
EG=4952.2
FG=4947.72
4+50
STEPHEN DRIVE
EDGE OF PAVEMENT
PROPOSED JUNIOR DRIVE
CENTERLINE PROPOSED E.O.P.
JUNIOR DRIVE
(20' PRIVATE DRIVE)
EDGE OF PAVEMENT
11
12
13
14
15
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
32 33 34
70 69 68 67 66 65 64 63 62
74
73
78 77 76 75 72 71
PROPOSED E.O.P.
JUNIOR DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
4965
EG=4944.8
FG=4948.64
6+50
EG=4943.5
FG=4948.99
7+00
EG=4942.5
FG=4949.34
7+50
EG=4941.6
FG=4949.69
8+00
EG=4941.7
FG=4950.04
8+50
EG=4941.8
FG=4950.39
9+00
EG=4942.1
FG=4950.75
9+50
EG=4942.6
SHAW DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
EG=
FG=
-0+25
EG=4942.4
FG=4943.89
0+00
EG=4942.7
FG=4943.96
0+50
EG=4942.9
FG=4944.60
1+00
EG=4942.7
FG=4944.61
1+50
EG=4941.7
FG=4944.60
2+00
EG=4941.1
FG=4944.12
2+50
EG=4941.2
FG=4943.70
3+00
EG=4941.2
FG=4943.40
3+50
EG=
FG=
4+00
EG=
FG=
4+25
BEACHMONT DRIVE PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4935
RED WILLOW
DRIVE
(76' ROW)
STEPHEN DRIVE
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JUNIOR DRIVE
(20' PRIVATE DRIVE)
158
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
36 37 38 39 40 41 42 43 44 45
74 73 72 71 70 69 68 67 66 65 64 63 62 61
78 77 76 75
11
12
13
14
15
16
17 18 19 20
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
TRACT 8
TRACT 10
TRACT 9
TRACT 4
TRACT F
AREA = 1,006 SF
TRACT 5 AREA = 1,006 SF
TRACT 6 AREA = 1,006 SF
TRACT 7 AREA = 1,006 SF
AREA = 19,252 SF
AREA = 2,792 SF
AREA = 890 SF
TRACT 11 AREA = 890 SF
TRACT 12 AREA = 712 SF
TRACT 13
TRACT 14
AREA = 712 SF
AREA = 712 SF
AREA = 14,076 SF TRACT G
AREA = 10,457 SF
SANITARY SEWER - A PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
10
11
12
13
60 55 54 53 52 51 50 49 48 47 46
65 64 63 62 59 58 57 56
70 69 68 67 66 61
78 77 76 75 74 73 72 71
80
79
97
98
100
99
117
118
120
119
137
138
140
139
156
157
159
158
STEPHEN DRIVE
BEACHMONT
DRIVE
SHAW DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
SANITARY SEWER - B PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4925
4930
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 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00
THORELL PARK
COUNTY OF LARIMER
SANITARY SEWER - C PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+25
SANITARY SEWER - D PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
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.
SANITARY SEWER - E PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
SANITARY SEWER - F PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00
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.
SANITARY SEWER - G PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 3+80
SANITARY SEWER - H PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
0+00 0+50 1+00 1+50 1+75
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.
STORM-A PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
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 5+00 5+25
30" RCP ~ L=40.4'
@ 0.50%
30" RCP ~ L=40.4'
@ 0.50%
30" RCP ~ L=106.5' @ 0.50%
30" RCP ~ L=35.6'
@ 0.50%
STORM-A1 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4920
4925
4930
4935
4940
4945
4950
4955
4960
4920
4925
4930
4935
4940
4945
4950
4955
4960
0+00 0+50 1+00
18" RCP ~ L=45.0'
@ 0.50%
18" RCP ~ L=143.9' @ 0.50%
18" RCP ~ L=11.2'
@ 0.50%
TYPE 'L' RIPRAP
L=14', W=8', d=18"
6" TYPE II BEDDING
TYPE 'L' RIPRAP
STORM-B PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4925
4930
4935
4940
4945
4950
4955
4960
4965
4925
4930
4935
4940
4945
4950
4955
4960
4965
5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
STORM-B1 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
0+00 0+50 1+00 1+50
STORM-B3 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
STORM-C PROFILE
HORIZ. SCALE: 1" = 50
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4930
4935
4940
4945
4950
4955
4960
5+80 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
STORM-C2 PROFILE
HORIZ. SCALE: 1" = 50
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4935
4940
4945
4950
4955
4960
0+75 0+50 0+00
14"X23" ECP ~ L=18.5'
@ 0.50%
14"X23" ECP ~ L=217.9' @ 0.50%
14"X23" ECP ~ L=209.5' @ 0.50%
2-19"X30" ECP
~ L=45.0'
@ 0.50% 14"X23" ECP ~ L=20.0'
@ 0.50%
TYPE 'L' RIPRAP
L=5', W=10', d=18"
6" TYPE II BEDDING
STORM - OUTFALL 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 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 8+75
19"X30" ECP ~ L=113.2'
@ -0.50%
TYPE 'L' RIPRAP
STORM-D PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4935
4940
4945
4950
4955
4960
4965
4935
4940
4945
4950
4955
4960
4965
8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00
STORM-D1 PROFILE
HORIZ. SCALE: 1" = 50'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4930
4935
4940
4945
4950
4955
4960
1+80 1+50 1+00 0+50 0+00
18" RCP ~ L=76.7'
@ 0.50%
18" RCP ~ L=280.0' @ 0.50% 24" RCP ~ L=333.3' @ 0.50%
18" RCP ~ L=40.3'
@ 0.50%
18" RCP ~ L=95.6' @ 0.50%
TYPE 'M' RIPRAP
L=18', W=6', d=18"
6" TYPE II BEDDING
24" RCP ~ L=38.7'
@ 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
24" IRRIGATION LINE - PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
4965
-0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+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
24" IRRIGATION LINE - PROFILE
HORIZ. SCALE: 1" = 40'
VERT. SCALE: 1" = 5'
4930
4935
4940
4945
4950
4955
4960
4965
4930
4935
4940
4945
4950
4955
4960
4965
7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+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
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
STEPHEN
DRIVE ROSEN DRIVE
STEPHEN DRIVE
BEACHMONT
DRIVE
SHAW DRIVE
STEPHEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
BEACHMONT
DRIVE
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
LEGEND:
ROSEN DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
ROSEN DRIVE
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
ROSEN DRIVE
JESSIE DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE
ROSEN DRIVE
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
LEGEND:
1. SEE TYPICAL ROADWAY SECTIONS SHEET 2 OF 40.
2. SEE SHEET 2 OF 40 FOR MASTER LEGEND, SYMBOLS,
AND GENERAL CONSTRUCTION NOTES.
3. TRANSITIONS NOT NEEDED ON CROWNED SECTIONS.
McKUSKY
(20' PRIVATE DRIVE)
STEPHEN DRIVE
CRANSTON DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE
PETER DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
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
LEGEND:
1. SEE TYPICAL ROADWAY SECTIONS SHEET 2 OF 40.
2. SEE SHEET 2 OF 40 FOR MASTER LEGEND, SYMBOLS,
AND GENERAL CONSTRUCTION NOTES.
3. TRANSITIONS NOT NEEDED ON CROWNED SECTIONS.
4. All ACCESS/DRIVEWAY APPROACHES SHALL BE PAVED
IN PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
NOTES:
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
SITE DETAILS
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
WATER & SANITARY
SEWER DETAILS
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
STORM DETAILS
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
STORM AND DRAINAGE
DETAILS
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
STORM AND DRAINAGE
DETAILS
INTERSECTION DETAILS
PROPOSED FLOWLINE
PROPOSED CURB
AND GUTTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
14 STEPHEN DRIVE AND CRANSTON DRIVE (20' PRIVATE DRIVE)
15 STEPHEN DRIVE AND PETER DRIVE (20' PRIVATE DRIVE)
KEYMAP
13 STEPHEN DRIVE AND McKUSKY (20' PRIVATE DRIVE)
16 JUNIOR DRIVE (20' PRIVATE DRIVE) AND EX. RED WILLOW DRIVE
13 14 15
16
4. All ACCESS/DRIVEWAY APPROACHES SHALL BE PAVED
IN PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
NOTES:
INTERSECTION DETAILS
PROPOSED FLOWLINE
PROPOSED CURB
AND GUTTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
8 ROSEN DRIVE AND JESSIE DRIVE (20' PRIVATE DRIVE)
9 ROSEN DRIVE AND McKUSKY (20' PRIVATE DRIVE)
10 ROSEN DRIVE AND CRANSTON DRIVE (20' PRIVATE DRIVE)
11 ROSEN DRIVE AND PETER DRIVE (20' PRIVATE DRIVE)
12 STEPHEN DRIVE AND JESSIE DRIVE (20' PRIVATE DRIVE)
7 SHAW DRIVE AND ROSEN DRIVE
KEYMAP
11
12
7 8 9 10
1. SEE TYPICAL ROADWAY SECTIONS SHEET 2 OF 40.
2. SEE SHEET 2 OF 40 FOR MASTER LEGEND, SYMBOLS,
AND GENERAL CONSTRUCTION NOTES.
3. TRANSITIONS NOT NEEDED ON CROWNED SECTIONS.
4. All ACCESS/DRIVEWAY APPROACHES SHALL BE PAVED
IN PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
NOTES:
INTERSECTION DETAILS
PROPOSED FLOWLINE
PROPOSED CURB
AND GUTTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
1 STEPHEN DRIVE AND EX. RED WILLOW DRIVE
2 ROSEN DRIVE AND EX. RED WILLOW DRIVE
3 BEACHMONT DRIVE AND EX. PRAIRE HILL DRIVE
4 BEACHMONT DRIVE AND JUNIOR DRIVE (20' PRIVATE DRIVE)
5 BEACHMONT DRIVE AND STEPHEN DRIVE
6 STEPHEN DRIVE , SHAW DR. AND JUNIOR DRIVE (20' PRIVATE DRIVE)
KEYMAP
1
2
3
4
6 5
1. PIPES SHALL HAVE A PRESSURE SEAL.
2. ALL IRRIGATION PIPING TO BE 24" DOUBLE WALLED ADS HDPE PIPE
WITH WATER TIGHT JOINTS.
3. IFOB = INSIDE FACE OF BOX.
NOTES:
24 INCH IRRIGATION
LINE PLAN & PROFILE
24" IRRIGATION LINE - PLAN
SCALE: 1" = 40'
NOTES:
24 INCH IRRIGATION
LINE PLAN & PROFILE
24" IRRIGATION LINE - PLAN
SCALE: 1" = 40'
1. PIPES SHALL HAVE A PRESSURE SEAL.
2. ALL IRRIGATION PIPING TO BE 24" DOUBLE WALLED ADS HDPE PIPE
WITH WATER TIGHT JOINTS.
3. IFOB = INSIDE FACE OF BOX.
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
PLAN & PROFILES
STORM - D THRU D1 PLAN
SCALE: 1" = 50'
L=5', W=5', d=18"
6" TYPE II BEDDING
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 - C
PLAN & PROFILES
STORM - C THRU C3 AND
OUTFALL SWALE PLAN
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
4965
0+00 0+50 0+90
14"X23" ECP ~ L=216.2' @ 0.50%
14"X23" ECP ~ L=19.2' @ 0.50%
14"X23" ECP ~ L=226.5' @ 0.50%
14"X23" ECP ~ L=20.3'
@ 0.50%
STORM-B2 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
0+00 0+50 1+00 1+50 2+00
2-14"X23" ECP ~
L=41.9' @ 0.50%
14"X23" ECP ~ L=131.4'
@ 0.50%
2-19"X30" ECP ~
L=36.2' @ 0.50%
TYPE 'L' RIPRAP
L=5', W=10', d=18"
6" TYPE II BEDDING
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
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 - B THRU B3 PLAN
SCALE: 1" = 50'
L=5', W=5', d=18"
6" TYPE II BEDDING
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'
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. SANITARY SEWER SERVICE STATIONING IS BASED ON
SEWER LINE ALIGNMENTS.
2. ALL SANITARY SEWER SHALL BE SDR-35 PVC. ALL 4"
SERVICES SHALL HAVE AN ELDER VALVE & CLEANOUT.
3. ALL SANITARY SERVICES FOR LARGE APARTMENTS SHALL
BE 6" UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICES FOR TOWNHOMES SHALL BE 4"
UNLESS OTHERWISE NOTED.
5. ALL MANHOLES IN ALLEYWAYS NEED A RAINSTOPPER.
6. SEE SHEET 2 FOR ADDITIONAL SEWER NOTES.
NOTES:
SANITARY SEWER - G
AND H PLAN & PROFILE
SANITARY SEWER - H PLAN
SCALE: 1" = 50'
SANITARY SEWER - G PLAN
SCALE: 1" = 50'
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. SANITARY SEWER SERVICE STATIONING IS BASED ON
SEWER LINE ALIGNMENTS.
2. ALL SANITARY SEWER SHALL BE SDR-35 PVC. ALL 4"
SERVICES SHALL HAVE AN ELDER VALVE & CLEANOUT.
3. ALL SANITARY SERVICES FOR LARGE APARTMENTS SHALL
BE 6" UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICES FOR TOWNHOMES SHALL BE 4"
UNLESS OTHERWISE NOTED.
5. ALL MANHOLES IN ALLEYWAYS NEED A RAINSTOPPER.
6. SEE SHEET 2 FOR ADDITIONAL SEWER NOTES.
NOTES:
SANITARY SEWER - E
AND F PLAN & PROFILE
SANITARY SEWER - E PLAN
SCALE: 1" = 50'
SANITARY SEWER - F PLAN
SCALE: 1" = 50'
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. SANITARY SEWER SERVICE STATIONING IS BASED ON
SEWER LINE ALIGNMENTS.
2. ALL SANITARY SEWER SHALL BE SDR-35 PVC. ALL 4"
SERVICES SHALL HAVE AN ELDER VALVE & CLEANOUT.
3. ALL SANITARY SERVICES FOR LARGE APARTMENTS SHALL
BE 6" UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICES FOR TOWNHOMES SHALL BE 4"
UNLESS OTHERWISE NOTED.
5. ALL MANHOLES IN ALLEYWAYS NEED A RAINSTOPPER.
6. SEE SHEET 2 FOR ADDITIONAL SEWER NOTES.
NOTES:
SANITARY SEWER - C
AND D PLAN & PROFILE
SANITARY SEWER - C PLAN
SCALE: 1" = 50'
SANITARY SEWER - D PLAN
SCALE: 1" = 50'
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. SANITARY SEWER SERVICE STATIONING IS BASED ON
SEWER LINE ALIGNMENTS.
2. ALL SANITARY SEWER SHALL BE SDR-35 PVC. ALL 4"
SERVICES SHALL HAVE AN ELDER VALVE & CLEANOUT.
3. ALL SANITARY SERVICES FOR LARGE APARTMENTS SHALL
BE 6" UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICES FOR TOWNHOMES SHALL BE 4"
UNLESS OTHERWISE NOTED.
5. ALL MANHOLES IN ALLEYWAYS NEED A RAINSTOPPER.
6. SEE SHEET 2 FOR ADDITIONAL SEWER NOTES.
NOTES:
SANITARY SEWER -
B PLAN & PROFILE
SANITARY SEWER - B PLAN
SCALE: 1" = 50'
4945
4950
4955
4960
13+00 12+50 12+00 11+50 11+00 10+50 10+00 9+50 9+00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+50
EX. SAN MH A-3
RIM = 4946.30 (AB)
EX. 12" SAN. INV. IN = 4927.70 (N)
EX. 12" SAN. INV. OUT = 4927.50 (S)
EX, 8" SAN. INV. IN = 4933.85 (E)
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. SANITARY SEWER SERVICE STATIONING IS BASED ON
SEWER LINE ALIGNMENTS.
2. ALL SANITARY SEWER SHALL BE SDR-35 PVC. ALL 4"
SERVICES SHALL HAVE AN ELDER VALVE & CLEANOUT.
3. ALL SANITARY SERVICES FOR LARGE APARTMENTS SHALL
BE 6" UNLESS OTHERWISE NOTED.
4. ALL SANITARY SERVICES FOR TOWNHOMES SHALL BE 4"
UNLESS OTHERWISE NOTED.
5. ALL MANHOLES IN ALLEYWAYS NEED A RAINSTOPPER.
6. SEE SHEET 2 FOR ADDITIONAL SEWER NOTES.
NOTES:
SANITARY SEWER - A
PLAN & PROFILE
SANITARY SEWER - A PLAN
SCALE: 1" = 50'
4940
4945
4950
4955
4960
EG=
FG=
-0+25
EG=4946.5
FG=
0+00
EG=4952.8
FG=4944.02
0+50
EG=4946.9
FG=4943.61
1+00
EG=4947.6
FG=4943.05
1+50
EG=4947.0
FG=4942.54
2+00
EG=4944.1
FG=4941.92
2+50
EG=
FG=
3+00
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
SHAW DRIVE PLAN
SCALE: 1" = 40'
BEACHMONT DRIVE PLAN
SCALE: 1" = 40'
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND GUTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET
STANDARDS AND NOTES. SEE SHEET 1 OF 44 FOR TYPICAL STREET
SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH
PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING
ASPHALT. CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS.
SEE SHEET 4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION. GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS,
LANDSCAPE IMPROVEMENTS AND DETAILS FOR THE PARKWAY
AREAS WITHIN THE PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND
CALLED FOR IN THESE PLANS.
NOTES:
EXISTING BOUNDARY
PROPOSED ROADWAY CENTERLINE
PROPOSED DRAINAGE OR UTILITY
EASEMENT
FG=4951.10
10+00
EG=4942.7
FG=4951.45
10+50
EG=4943.2
FG=4951.80
11+00
EG=4944.2
FG=4952.15
11+50
EG=4944.9
FG=4952.24
12+00
EG=4943.8
FG=4951.80
12+50
EG=4942.7
FG=4951.10
13+00
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
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED OUTFALL
CURB AND GUTTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
NOTES:
JUNIOR DRIVE
PLAN & PROFILE
JUNIOR DRIVE PLAN
SCALE: 1" = 40'
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET STANDARDS
AND NOTES. SEE SHEET 1 OF 44 FOR TYPICAL STREET SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH PORTLAND
CEMENT FROM THE STREET TO THE RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING ASPHALT.
CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS. SEE SHEET
4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION.
GRADING, AND PAVING RECOMMENDATIONS AND REQUIREMENTS
FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS, LANDSCAPE
IMPROVEMENTS AND DETAILS FOR THE PARKWAY AREAS WITHIN THE
PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND CALLED
FOR IN THESE PLANS.
EG=4949.5
FG=4948.00
5+00
EG=4948.5
FG=4948.28
5+50
EG=4946.4
FG=4948.29
6+00
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
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED OUTFALL
CURB AND GUTTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
JUNIOR DRIVE
PLAN & PROFILE
1. SEE SHEET XXX FOR MASTER LEGEND AND STREET
STANDARDS AND NOTES. SEE SHEET XXX FOR TYPICAL
STREET SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH
PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
3. SEE SHEET C-003 FOR THE DEMOLITION OF EXISTING
ASPHALT. CURB AND GUTTER. SIDEWALKS. AND OTHER SITE
ITEMS. SEE SHEET C-004 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC
52$':$<66+$//%(
Z$ā3$17+(&85%$1'
GUTTER FLOWLINES WILL UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2%
GRADES. UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION. GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT
SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS,
LANDSCAPE IMPROVEMENTS AND DETAILS FOR THE PARKWAY
AREAS WITHIN THE PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE
6" THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL
BE 4" THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS
SHALL UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN
AND CALLED FOR IN THESE PLANS.
NOTES:
JUNIOR DRIVE PLAN
SCALE: 1" = 40'
EG=4940.4
FG=4949.53
7+50
EG=4940.8
FG=4949.78
8+00
EG=4942.0
FG=4950.03
8+50
EG=4943.3
FG=4950.28
9+00
EG=4942.8
FG=4950.53
9+50
EG=4941.5
FG=4950.78
10+00
EG=4941.0
FG=4951.03
10+50
EG=4941.3
FG=4951.28
11+00
EG=4941.8
FG=4951.53
12+00 11+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
STEPHEN DRIVE
PLAN & PROFILE
STEPHEN DRIVE PLAN
SCALE: 1" = 40'
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND GUTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
NOTES:
EXISTING BOUNDARY
PROPOSED ROADWAY CENTERLINE
PROPOSED DRAINAGE OR UTILITY
EASEMENT
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET STANDARDS
AND NOTES. SEE SHEET 1 OF 44 FOR TYPICAL STREET SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH PORTLAND
CEMENT FROM THE STREET TO THE RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING ASPHALT.
CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS. SEE SHEET
4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION.
GRADING, AND PAVING RECOMMENDATIONS AND REQUIREMENTS
FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS, LANDSCAPE
IMPROVEMENTS AND DETAILS FOR THE PARKWAY AREAS WITHIN THE
PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND CALLED
FOR IN THESE PLANS.
EG=4946.8
FG=4946.78
2+00
EG=4947.2
FG=4947.03
2+50
EG=4947.9
FG=4947.28
3+00
EG=4952.3
FG=4947.53
3+50
EG=4947.2
FG=4947.78
4+00
EG=4946.1
FG=4948.03
4+50
EG=4945.0
FG=4948.28
5+00
EG=4943.4
FG=4948.53
5+50
EG=4942.6
FG=4948.78
6+00
EG=4941.4
FG=4949.03
6+50
EG=4940.6
FG=4949.28
7+00
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
STEPHEN DRIVE
PLAN & PROFILE
STEPHEN DRIVE PLAN
SCALE: 1" = 40'
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND GUTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET
STANDARDS AND NOTES. SEE SHEET # OF 44 FOR TYPICAL STREET
SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH
PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING
ASPHALT. CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS.
SEE SHEET 4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION. GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS,
LANDSCAPE IMPROVEMENTS AND DETAILS FOR THE PARKWAY
AREAS WITHIN THE PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND
CALLED FOR IN THESE PLANS.
NOTES:
EXISTING BOUNDARY
PROPOSED ROADWAY CENTERLINE
PROPOSED DRAINAGE OR UTILITY
EASEMENT
EG=4941.0
FG=4948.61
8+00
EG=4941.2
FG=4948.91
8+50
EG=4941.7
FG=4949.21
9+00
EG=4941.6
FG=4949.51
9+50
EG=4941.8
FG=4949.80
10+00
EG=4941.9
FG=4950.10
10+50
EG=4941.8
FG=4950.40
11+00
EG=4941.8
FG=4950.70
11+50
EG=
FG=4951.00
12+00
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
ROSEN DRIVE PLAN
& PROFILE
ROSEN DRIVE PLAN
SCALE: 1" = 40'
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND GUTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET STANDARDS
AND NOTES. SEE SHEET 1 OF 44 FOR TYPICAL STREET SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH PORTLAND
CEMENT FROM THE STREET TO THE RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING ASPHALT.
CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS. SEE SHEET
4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR EXCAVATION.
GRADING, AND PAVING RECOMMENDATIONS AND REQUIREMENTS
FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS, LANDSCAPE
IMPROVEMENTS AND DETAILS FOR THE PARKWAY AREAS WITHIN THE
PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND CALLED
FOR IN THESE PLANS.
NOTES:
EXISTING BOUNDARY
PROPOSED ROADWAY CENTERLINE
PROPOSED DRAINAGE OR UTILITY
EASEMENT
0+50
EG=4956.4
FG=4953.46
1+00
EG=4956.1
FG=4952.46
1+50
EG=4956.1
FG=4951.46
2+00
EG=4956.2
FG=4950.62
2+50
EG=4956.4
FG=4950.10
3+00
EG=4955.5
FG=4949.74
3+50
EG=4954.4
FG=4949.38
4+00
EG=4952.5
FG=4949.02
4+50
EG=4948.5
FG=4948.66
5+00
EG=4945.6
FG=4948.30
5+50
EG=4943.7
FG=4947.99
6+00
EG=4942.2
FG=4947.90
6+50
EG=4942.1
FG=4948.02
7+00
EG=4941.7
FG=4948.31
7+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
ROSEN DRIVE PLAN
& PROFILE
ROSEN DRIVE PLAN
SCALE: 1" = 40'
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND GUTTER
EX = EXISTING
PROP = PROPOSED
EG = EXISTING GROUND
SW = SIDEWALK
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
BOW = BACK OF WALK
EOA = EDGE OF ASPHALT
ROW = RIGHT-OF-WAY
1. SEE SHEET 2 OF 44 FOR MASTER LEGEND AND STREET
STANDARDS AND NOTES. SEE SHEET # OF 44 FOR TYPICAL STREET
SECTIONS.
2. ALL ACCESS/ DRIVE APPROACHES SHALL BE PAVED WITH
PORTLAND CEMENT FROM THE STREET TO THE
RIGHT-OF-WAY.
3. SEE SHEET 3 OF 44 FOR THE DEMOLITION OF EXISTING
ASPHALT. CURB AND GUTTER. SIDEWALKS. AND OTHER SITE ITEMS.
SEE SHEET 4 OF 44 FDR SIGNAGE & STRIPING PLANS.
4. THE PROPOSED CURB AND GUTTER FOR ALL PUBLIC ROADWAYS
6+$//%(
Z$ā3$17+(&85%$1'GUTTER FLOWLINES WILL
UTILIZE 0.57. (MINIMUM) GRADES.
5. GRADING WITHIN THE PUBLIC PARKWAYS WILL UTILIZE 2% GRADES.
UNLESS SHOWN OTHERWISE.
6. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION. GRADING, AND PAVING
RECOMMENDATIONS AND REQUIREMENTS FOR THE PROJECT SITE.
7. REFER TO THE LANDSCAPE PLANS FOR PLANTING PLANS,
LANDSCAPE IMPROVEMENTS AND DETAILS FOR THE PARKWAY
AREAS WITHIN THE PUBLIC RIGHT-OF-WAY.
8. ALL PUBLIC SIDEWALKS WITHIN THE RIGHT-OF-WAY SHALL BE 6"
THICK. 4000 PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL BE 4"
THICK. 4000 PSI CONCRETE. THE PROPOSED SIDEWALKS SHALL
UTILIZE CROSS-SLOPES OF 2.0% (MAXIMUM). AS SHOWN AND
CALLED FOR IN THESE PLANS.
NOTES:
EXISTING BOUNDARY
PROPOSED ROADWAY CENTERLINE
PROPOSED DRAINAGE OR UTILITY
EASEMENT
PROPOSED X" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED BOUNDARY/
PROPOSED ROW
PROPOSED ROW
ROSEN DRIVE
RED WILLOW DRIVE
(76' ROW)
PRAIRIE HILL DRIVE
8"x8"x6" SWIVEL TEE W/K.B.
STA: 1+30.83, -11.35' L
N=10,706.84
E=11,072.28
F.H. ASSY W/6" G.V. & 6" D.I.P. ~ 11.5'
N=10738.83
E=11072.37
FLANGE EL=4951.0
8" GATE VALVE
STA: 1+25.09, -11.35' L
N=10,706.80
E=11,078.03
a%(1':.%
STA: 1+56.68, -11.35' L
N=10,707.00
E=11,046.44
a%(1':.%
STA: 3+14.73, -6.53' L
N=10,739.83
E=10,890.55
8"x 8" TEE W/K.B.
STA: 3+64.78, -7.00' L
N=10,740.14
E=10,841.17
8"x 8" TEE W/K.B.
STA: 1+42.93, -11.35' L
N=10,706.91
E=11,060.19
8" GATE VALVE
STA: 1+48.64, -11.35' L
N=10,706.95
E=11,054.47
8" GATE VALVE
STA: 3+70.52, -7.00' L
N=10,740.17
E=10,835.44
8" PVC ~ 49 LF
8" PVC ~ 115 LF
8" PVC ~ 6 LF
8" PVC ~ 12 LF
8" PVC ~ 6 LF
8" PVC ~ 6 LF
8" PVC ~ 390 LF
8" PVC ~ 22 LF
8" PVC ~ 34 LF
8" PVC ~ 359 LF
8" GATE VALVE
STA: 3+62.20, 28.50' R
N=10,359.60
E=10,838.10
8" GATE VALVE
STA: 3+64.82, -28.50' L
N=10,718.64
E=10,841.01 8" PVC ~ 17 LF
8" GATE VALVE
STA: 1+42.95, -28.50' L
N=10,689.75
E=11,060.05
8" PVC ~ 332 LF
8" GATE VALVE
STA: 1+42.86, 28.50' R
N=10,357.84
E=11,057.44
8" PVC ~ 34 LF
F.H. ASSY
W/6" G.V. & 6" D.I.P. ~ 26.0'
N=10308.15
E=11018.53
FLANGE EL=4945.0
8"x8"x6" SWIVEL TEE W/K.B.
STA: 1+81.37, -5.50' L
N=10,324.15
E=11,018.66
8" GATE VALVE
STA: 1+75.64, -5.51' L
N=10,324.10
E=11,024.39
8" PVC ~ 39 LF
8" PVC ~ 212 LF 8" PVC ~ 165 LF
%(1':.%
STA: 1+42.85, -5.50' L
N=10,323.85
E=11,057.18
8" GATE VALVE
STA: 3+46.73, -5.50' L
N=10,325.48
E=10,853.30
8" GATE VALVE
STA: 3+68.03, -5.50' L
N=10,325.65
E=10,832.00
8"x 8" TEE W/K.B.
STA: 3+62.21, -5.50' L
N=10,325.60
E=10,837.83
8" PVC ~ 15 LF
8" PVC ~ 6 LF
8"x 8" TEE W/K.B.
STA: 5+80.37, -5.50' L
N=10,327.35
E=10,619.67
8" GATE VALVE
STA: 1+42.60, 28.49' R
N=10,199.58
E=10,652.64
8"x 8" TEE W/K.B.
STA: 1+42.60, -5.47' L
N=10,199.85
E=10,618.67
8" PVC ~ 23 LF
8" PVC ~ 34 LF
8" PVC ~ 23 LF
8" PVC ~ 516 LF
8" GATE VALVE
N=10195.45
E=11169.00
8" PVC ~ 6 LF
PROPOSED ROW
REMOVE TEMP. FIRE HYDRANT AND
INSTALL 12" X 8" REDUCER (W) AND
CONNECT TO EX. 12" WATERLINE.
STA. 0+10.46, 11.43' L
N=10,706.00
E=11,192.65
8" PVC ~ 8 LF
8" PVC ~ 159 LF
PROPOSED BOUNDARY/
PROPOSED ROW
8" GATE VALVE
STA: 2+47.10, -5.49' L
N=10,304.35
E=10,619.49
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE
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
EXISTING LIGHT POLE
PROPOSED STORM
SEWER LINE W/INLET
AND FES
LEGEND:
EXISTING STORM
SEWER LINE W/MANHOLE
PROPOSED WATER LINE,
GATE VALVE BOX AND
W/FIRE HYDRANT ASSEMBLY
EXISTING WATER LINE, GATE
VALVE BOX, PLUG, AND
W/FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY
SEWER W/MANHOLE
EXISTING SANITARY
SEWER LINE W/MANHOLE
H
Y
D
EXISTING BOUNDARY LINE
PROPOSED EASEMENT LINE
PROPOSED UNDERGROUND
GAS LINE
SS
PROPOSED BOUNDARY LINE
SD
CONCRETE THRUST BLOCK
S
PROPOSED SANITARY
SEWER SERVICE
W/CLEANOUT
MP
PROPOSED WATER
SERVICE W/METER PIT
PROPOSED UNDERGROUND
ELECTRIC LINE
T PROPOSED TRANSFORMER
PAD
F PROPOSED 6" FIRE
SERVICE LINE
REMOTE FIRE DEPARTMENT
CONNECTION (FDC)
IRRG
IRRIGATION SERVICE
W/METER
1. 10' SEPARATION SHALL BE PROVIDED BETWEEN
WATER, SEWER AND STORM SEWER LINES.
2. ALL STORM SEWER PIPE SHALL BE CLASS Ill RCP WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER SERVICES SHALL BE SDR 35
PVC.
4. All SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC
RATED.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 5' OF
COVER AND A MAXIMUM OF 6' Of COVER.
6. HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR
REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE
LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED MUST HAVE A
HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA)
COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
UTILITY NOTES:
WATER PLAN (EAST)
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
104
109
110
111
112
113
128
127
126
125
124
PROPOSED ROW
EXISTING
BOUNDARY
PROPOSED
8" PVC WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
PROPOSED 8" PVC WATERLINE
WATERLINE
PROPOSED
WATER SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED ROW
PROPOSED BOUNDARY/
PROPOSED ROW
ROSEN DRIVE
SHAW DRIVE
PRAIRIE HILL DRIVE
8" PVC ~ 390 LF
8"x 8" TEE W/K.B.
STA: 7+60.22, -7.00' L
N=10,742.62
E=10,445.74
8" GATE VALVE
STA: 7+60.25, -28.50' L
N=10,721.12
E=10,445.58
8" PVC ~ 22 LF
8" PVC ~ 358 LF
8"x8"x6" SWIVEL TEE W/K.B.
STA: 9+17.12, -7.00' L
N=10,743.61
E=10,288.85
8"x 8" TEE W/K.B.
STA: 9+75.03, -7.00' L
N=10,743.97
E=10,230.94
8" GATE VALVE
STA: 9+80.76, -7.00' L
N=10,744.01
E=10,225.21
8" GATE VALVE
STA: 9+11.37, -7.00' L
N=10,743.58
E=10,294.60
F.H. ASSY W/6" G.V. & 6" D.I.P. ~ 28.5'
N=10772.11
E=10289.03
FLANGE EL=4941.4
8" PVC ~ 151 LF
8" PVC ~ 58 LF
8" PVC ~ 6 LF
8" PVC ~ 6 LF
8" PVC ~ 22 LF
8" GATE VALVE
STA: 9+75.06, -28.50' L
N=10,722.47
E=10,230.77
8" PVC ~ 215 LF
a%(1':.%
STA: 11+96.40, 2.54' R
N=10,745.51
E=10,010.02
a%(1':.%
STA: 3+79.76, -7.72' L
N=10,727.72
E=9,992.11
8" GATE VALVE
STA: 3+75.04, -6.29' L
N=10,721.96
E=9,992.18
8" PVC ~ 25 LF
8" PVC ~ 4 LF
8" PVC ~ 379 LF
8" GATE VALVE
STA: 0+08.51, -13.46' L
N=10,348.33
E=9,991.70
a%(1':.%
STA: 0+05.49, -16.33' L
N=10,343.24
E=9,991.69
a%(1':.%
STA: 0+04.85, -23.64' L
N=10,338.06
E=9,986.43
8"x 8" TEE W/K.B.
STA: 0+02.19, -27.34' L
N=10,332.29
E=9,986.40
8" GATE VALVE
STA: 11+91.92, -36.50' L
N=10,319.32
E=9,986.49
8" PVC ~ 81 LF
8" PVC ~ 13 LF
8" PVC ~ 6 LF
8" PVC ~ 7 LF
8" PVC ~ 5 LF
8" PVC ~ 358 LF
8" GATE VALVE
STA: 9+72.40, 28.50' R
N=10,364.48
E=10,227.93
8" GATE VALVE
STA: 7+57.56, 28.50' R
N=10,362.76
E=10,442.76
8"x8"x6" SWIVEL TEE W/K.B.
STA: 8+66.37, -5.50' L
N=10,329.64
E=10,333.68
F.H. ASSY
W/6" G.V. & 6" D.I.P. ~ 36.0'
N=10313.64
E=10333.55
FLANGE EL=4942.5
8" PVC ~ 91 LF
8" PVC ~ 103 LF 8" PVC ~ 162 LF
8"x 8" TEE W/K.B.
STA: 9+72.40, -5.50' L
N=10,330.49
E=10,227.66
8"x 8" TEE W/K.B.
STA: 7+57.56, -5.50' L
N=10,328.77
E=10,442.49
8"x 8" TEE W/K.B.
STA: 5+80.37, -5.50' L
N=10,327.35
E=10,619.67
8" GATE VALVE
STA: 7+42.14, -5.50' L
N=10,328.64
E=10,457.91
8" GATE VALVE
STA: 7+63.31, -5.50' L
N=10,328.81
E=10,436.74
8" PVC ~ 6 LF
8" PVC ~ 15 LF
8" PVC ~ 6 LF 8" PVC ~ 15 LF
8" PVC ~ 34 LF 8" PVC ~ 34 LF
8" GATE VALVE
STA: 9+56.97, -5.50' L
N=10,330.36
E=10,243.08
8" GATE VALVE
STA: 9+78.15, -5.50' L
N=10,330.53
E=10,221.91
PROPOSED ROW
8" GATE VALVE
STA: 2+47.10, -5.49' L
N=10,304.35
E=10,619.49
8" GATE VALVE
STA: 1+42.60, -28.51' L
N=10,200.04
E=10,595.64
8"x 8" TEE W/K.B.
STA: 1+42.60, -5.47' L
N=10,199.85
E=10,618.67
8" PVC ~ 23 LF
8" PVC ~ 23 LF
EXISTING BOUNDARY
EXISTING ROW
EXISTING
BOUNDARY
a%(1':.%
N=10,238.27
E=9,986.65
a%(1':.%
N=10,226.19
E=9,991.74
a%(1':.%
N=10,209.52
E=10,008.62
a%(1':.%
N=10,204.47
E=10,021.03
8" PVC ~ 13 LF
8" PVC ~ 24 LF
8" PVC ~ 13 LF
8" PVC ~ 212 LF
8" PVC ~ 34 LF
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
STEPHEN DRIVE
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
EXISTING LIGHT POLE
PROPOSED STORM
SEWER LINE W/INLET
AND FES
LEGEND:
EXISTING STORM
SEWER LINE W/MANHOLE
PROPOSED WATER LINE,
GATE VALVE BOX AND
W/FIRE HYDRANT ASSEMBLY
EXISTING WATER LINE, GATE
VALVE BOX, PLUG, AND
W/FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY
SEWER W/MANHOLE
EXISTING SANITARY
SEWER LINE W/MANHOLE
H
Y
D
EXISTING BOUNDARY LINE
PROPOSED EASEMENT LINE
PROPOSED UNDERGROUND
GAS LINE
SS
PROPOSED BOUNDARY LINE
SD
CONCRETE THRUST BLOCK
S
PROPOSED SANITARY
SEWER SERVICE
W/CLEANOUT
MP
PROPOSED WATER
SERVICE W/METER PIT
PROPOSED UNDERGROUND
ELECTRIC LINE
T PROPOSED TRANSFORMER
PAD
F PROPOSED 6" FIRE
SERVICE LINE
REMOTE FIRE DEPARTMENT
CONNECTION (FDC)
IRRG
IRRIGATION SERVICE
W/METER
1. 10' SEPARATION SHALL BE PROVIDED BETWEEN
WATER, SEWER AND STORM SEWER LINES.
2. ALL STORM SEWER PIPE SHALL BE CLASS Ill RCP WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER SERVICES SHALL BE SDR 35
PVC.
4. All SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC
RATED.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 5' OF
COVER AND A MAXIMUM OF 6' Of COVER.
6. HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR
REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE
LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED MUST HAVE A
HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA)
COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
UTILITY NOTES:
WATER PLAN (WEST)
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
FIRE HYDRANT (TYP.)
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N) & 8" GV (E)
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED
8" GV
PROPOSED
PROPOSED 8" PVC 8" GV
WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED
8" GV
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
PROPOSED 8" PVC SANITARY SEWER
WATERLINE PROPOSED 8" PVC
SANITARY SEWER
PROPOSED
8" GV
PROPOSED
8" X 8" TEE & TB
W/ 8" GV (W)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED
8" X 8" TEE & TB
W/ 1-8" GV (S)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
CONNECT PROP. 8" WATERLINE
TO EXISTING 8" WATERLINE.
INSTALL 8" X 8" TAPPING SADDLE
AND 8" GV (W) W TB
CONNECT PROPOSED
8" WATERLINE TO
EXISTING 8" WATERLINE
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
CONNECT PROP. 8" SAN.
SEWER TO EXISTING 8" SAN.
SEWER MANHOLE.
PROP. 10'
TYPE R INLET
PROP. 5'
TYPE R INLET PROP. 4' ෘ
STM MANHOLE
PROP. WATER QUALITY
DETENTION POND OUTLET
STRUCTURE
PROP. 18" FES
OUTFALL
PROP. 30" FES
OUTFALL
PROP.
TYPE C INLET
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED X" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED
8" X 8" TEE & TB
W/ 8" GV (W)
PROPOSED BOUNDARY
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N) & 8" GV (E)
PROP.
TYPE C INLET
PROP. 24" FES
OUTFALL
30" RCP
30" RCP
PROP. 30" RCP
30" RCP
18" RCP
24" RCP
24" RCP
18" RCP
18" RCP
18" RCP
PROPOSED 24"
IRRIGATION LINE
PROPOSED 24"
IRRIGATION LINE
PROPOSED 24"
IRRIGATION LINE
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
EXISTING LIGHT POLE
PROPOSED STORM
SEWER LINE W/INLET
AND FES
LEGEND:
EXISTING STORM
SEWER LINE W/MANHOLE
PROPOSED WATER LINE,
GATE VALVE BOX AND
W/FIRE HYDRANT ASSEMBLY
EXISTING WATER LINE, GATE
VALVE BOX, PLUG, AND
W/FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY
SEWER W/MANHOLE
EXISTING SANITARY
SEWER LINE W/MANHOLE
H
Y
D
EXISTING BOUNDARY LINE
PROPOSED EASEMENT LINE
PROPOSED UNDERGROUND
GAS LINE
SS
PROPOSED BOUNDARY LINE
SD
CONCRETE THRUST BLOCK
S
PROPOSED SANITARY
SEWER SERVICE
W/CLEANOUT
MP
PROPOSED WATER
SERVICE W/METER PIT
PROPOSED UNDERGROUND
ELECTRIC LINE
T PROPOSED TRANSFORMER
PAD
F PROPOSED 6" FIRE
SERVICE LINE
REMOTE FIRE DEPARTMENT
CONNECTION (FDC)
IRRG
IRRIGATION SERVICE
W/METER
1. 10' SEPARATION SHALL BE PROVIDED BETWEEN
WATER, SEWER AND STORM SEWER LINES.
2. ALL STORM SEWER PIPE SHALL BE CLASS Ill RCP WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER SERVICES SHALL BE SDR 35
PVC.
4. All SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC
RATED.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 5' OF
COVER AND A MAXIMUM OF 6' Of COVER.
6. HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR
REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE
LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED MUST HAVE A
HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA)
COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
UTILITY NOTES:
UTILITY PLAN (EAST)
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
122
123
124
125
126
127
128
60
36
74 73 72 71 70 69 68 67 66 65 64 63 62 61
78 77 76 75
11
12
13
14
15
16
17
18 19 20 21 22 23 24 25 26
27 28 29 30 31 32 33 34 35
1
PROPOSED ROW
EXISTING
BOUNDARY
PROPOSED
8" PVC WATERLINE
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED 8" X 6"
SWIVEL TEE W/
6" GV (N) & TB
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED 4' ෘ
SANITARY SEWER
PROPOSED MANHOLE (TYP.)
8" GV
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E) PROPOSED
8" X 8" TEE & TB
W/ 1-8" GV (S)
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
PROP.
TYPE C INLET
PROP.
TYPE C INLET
PROP. 5'
TYPE R INLET
PROP. 15'
TYPE R INLET
PROP. HEADWALL
OUTFALL
PROP. HEADWALL
OUTFALL
PROP. WATER QUALITY
DETENTION POND OUTLET
STRUCTURE
PROP. 24" FES
OUTFALL
PROP. 10'
TYPE R INLET
PROP.
TYPE C INLET
PROP.
TYPE C INLET
PROP. 5'
TYPE R INLET
PROP. 15'
TYPE R INLET
PROPOSED X" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & S)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED X" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
WATER SERVICE (TYP.)
PROP. 10'
TYPE R INLET
PROP. 10'
TYPE R INLET
PROPOSED BOUNDARY/
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
PROPOSED 4' ෘ
STORM SEWER
MANHOLE (TYP.)
PROPOSED 4' ෘ
STORM SEWER
MANHOLE (TYP.)
14"X23" ECP
14"X23" ECP
14"X23" ECP
TWIN
14"X23" ECP
TWIN
14"X23" ECP
14"X23" ECP
14"X23" ECP
TWIN
19"X30" ECP
TWIN
19"X30" ECP
18" RCP 18" RCP
24" RCP
18" RCP
18" RCP
PROP. 5'
PROP. 5' TYPE R INLET
TYPE R INLET
PROP. DOUBLE
TYPE C INLET
PROP. DOUBLE (ON GRADE)
TYPE C INLET
(ON GRADE)
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
EXISTING LIGHT POLE
PROPOSED STORM
SEWER LINE W/INLET
AND FES
LEGEND:
EXISTING STORM
SEWER LINE W/MANHOLE
PROPOSED WATER LINE,
GATE VALVE BOX AND
W/FIRE HYDRANT ASSEMBLY
EXISTING WATER LINE, GATE
VALVE BOX, PLUG, AND
W/FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY
SEWER W/MANHOLE
EXISTING SANITARY
SEWER LINE W/MANHOLE
H
Y
D
EXISTING BOUNDARY LINE
PROPOSED EASEMENT LINE
PROPOSED UNDERGROUND
GAS LINE
SS
PROPOSED BOUNDARY LINE
SD
CONCRETE THRUST BLOCK
S
PROPOSED SANITARY
SEWER SERVICE
W/CLEANOUT
MP
PROPOSED WATER
SERVICE W/METER PIT
PROPOSED UNDERGROUND
ELECTRIC LINE
T PROPOSED TRANSFORMER
PAD
F PROPOSED 6" FIRE
SERVICE LINE
REMOTE FIRE DEPARTMENT
CONNECTION (FDC)
IRRG
IRRIGATION SERVICE
W/METER
1. 10' SEPARATION SHALL BE PROVIDED BETWEEN
WATER, SEWER AND STORM SEWER LINES.
2. ALL STORM SEWER PIPE SHALL BE CLASS Ill RCP WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER SERVICES SHALL BE SDR 35
PVC.
4. All SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC
RATED.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 5' OF
COVER AND A MAXIMUM OF 6' Of COVER.
6. HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR
REACTIVE MATERIALS, OR FLAMMABLE/COMBUSTIBLE
LIQUIDS (AS DEFINED IN THE UNIFORM FIRE CODE) IF
USED, STORED, OR HANDLED MUST HAVE A
HAZARDOUS MATERIALS IMPACT ANALYSIS (HMIA)
COMPLETED AND SUPPLIED TO THE PLANNING
DEPARTMENT AND THE FIRE DEPARTMENT.
UTILITY NOTES:
UTILITY PLAN (WEST)
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
154
155
156
157 158
159
160
161
162
163
164
165
166
138
137
136
135
134
133
132
131
130
129
139
140
141
142
143
144
145
146
147
148
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
36 37 38 39 40 41 42 43 44 45
74 73 72 71 70 69 68 67 66 65 64 63 62 61
78 77 76 75
11
12
13
14
15
16
17
18 19 20 21 22 23 24 25 26
27 28 29 30 31 32 33 34 35
1
ROSEN DRIVE
SHAW DRIVE
RED WILLOW DRIVE
(76' ROW)
PRAIRIE HILL DRIVE
18" RCP
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
STEPHEN DRIVE STEPHEN DRIVE
PROPOSED BOUNDARY
PROPOSED ROW
PROPOSED ROW
EXISTING
BOUNDARY
PROPOSED 8" PVC WATERLINE
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N) & 8" GV (E)
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER (TYP.)
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED 8" X 6"
SWIVEL TEE W/
6" GV (N) & TB
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED
PROPOSED 8" GV
8" GV
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED
8" GV
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
WATERLINE
PROPOSED
8" GV
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 8" PVC
WATERLINE
PROPOSED 8" PVC
SANITARY SEWER
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
PROPOSED
FIRE HYDRANT (TYP.)
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED
8" GV
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N) & 8" GV (E)
PROPOSED
8" X 8" TEE & TB
W/ 8" GV (W)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED
8" X 8" TEE & TB
W/ 1-8" GV (S)
PROPOSED 8" X 6"
SWIVEL TEE & TB W/
6" GV (N)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & E)
PROPOSED 4' ෘ
SANITARY SEWER
MANHOLE (TYP.)
CONNECT PROP. 8" WATERLINE
TO EXISTING 8" WATERLINE.
INSTALL 8" X 8" TAPPING SADDLE
AND 8" GV (W) W TB
CONNECT PROPOSED
8" WATERLINE TO
EXISTING 8" WATERLINE
PROPOSED 6" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
CONNECT PROP. 8" SAN.
SEWER TO EXISTING 8" SAN.
SEWER MANHOLE.
PROP.
TYPE C INLET
PROP.
TYPE C INLET
PROP. 5'
TYPE R INLET
PROP. 20'
TYPE R INLET
PROP. HEADWALL
OUTFALL
PROP. HEADWALL
OUTFALL
PROP. WATER QUALITY
DETENTION POND OUTLET
STRUCTURE
PROP. 24" FES
OUTFALL
PROP. 10'
TYPE R INLET
PROP.
TYPE C INLET
PROP.
TYPE C INLET
PROP. 5'
TYPE R INLET
PROP. 15'
TYPE R INLET
PROP. 10'
TYPE R INLET
PROP. 5'
TYPE R INLET
PROP. 4' ෘ
STM MANHOLE
PROP. WATER QUALITY
DETENTION POND OUTLET
STRUCTURE
PROP. 18" FES
OUTFALL
PROP. 30" FES
OUTFALL
PROP.
TYPE C INLET
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED
8" X 8" TEE & TB
W/ 2-8" GV'S (W & S)
PROPOSED 3/4"
WATER SERVICE (TYP.)
PROPOSED 3/4"
WATER SERVICE (TYP.)
PROPOSED 3/4"
WATER SERVICE (TYP.)
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED 3/4"
WATEER SERVICE (TYP.)
PROPOSED 4" PVC
SANITARY SEWER
SERVICE (TYP.)
PROPOSED 3/4"
WATER SERVICE (TYP.)
PROPOSED
8" X 8" TEE & TB
W/ 8" GV (W)
PROP. 10'
TYPE R INLET
PROP. 15'
TYPE R INLET
PROPOSED BOUNDARY/
PROPOSED ROW
PROPOSED ROW
PROPOSED ROW
EXISTING BOUNDARY/
EXISTING ROW
PROP. 4' ෘ
STM MANHOLE
PROP.
TYPE C INLET
PROP. 4' ෘ
STM MANHOLE
PROP. 4' ෘ
STM MANHOLE
PROPOSED
8" X 8" TEE & TB
W/ 8" GV (W)
PROP. TWIN
19"X30" ECP
RELOCATE EX. FH
PROPOSED
24" IRRIGATION LINE
PROPOSED
24" IRRIGATION LINE
PROPOSED
24" IRRIGATION LINE
PROP.
19"X30" ECP
PROP.
14"X23" ECP
PROP.
14"X23" ECP
PROP. TWIN
19"X30" ECP
PROP. TWIN
14"X23" ECP
PROP.
14"X23" ECP
PROP.
14"X23" ECP
PROP.
14"X23" ECP
PROP. 30" RCP
PROP.
24" RCP
PROP. 24" FES
PROP. 24" RCP OUTFALL
PROP. 18" RCP
PROP. 18" RCP
PROP. 18" RCP
PROP. 18" RCP
PROP. 5'
TYPE R INLET
PROP. 5'
TYPE R INLET
PROP. 4' ෘ
PROP. DOUBLE STM MANHOLE
TYPE C INLET
(ON GRADE)
PROP. DOUBLE
TYPE C INLET
(ON GRADE)
30" RCP
30" RCP
30" RCP
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
EXISTING LIGHT POLE
PROPOSED STORM
SEWER LINE W/INLET
AND FES
LEGEND:
EXISTING STORM
SEWER LINE W/MANHOLE
PROPOSED WATER LINE,
GATE VALVE BOX AND
W/FIRE HYDRANT ASSEMBLY
EXISTING WATER LINE, GATE
VALVE BOX, PLUG, AND
W/FIRE HYDRANT ASSEMBLY
PROPOSED SANITARY
SEWER W/MANHOLE
EXISTING SANITARY
SEWER LINE W/MANHOLE
H
Y
D
EXISTING BOUNDARY LINE
PROPOSED EASEMENT LINE
PROPOSED UNDERGROUND
GAS LINE
SS
PROPOSED BOUNDARY LINE
SD
CONCRETE THRUST BLOCK
S
PROPOSED SANITARY
SEWER SERVICE
W/CLEANOUT
MP
PROPOSED WATER
SERVICE W/METER PIT
PROPOSED UNDERGROUND
ELECTRIC LINE
T PROPOSED TRANSFORMER
PAD
F PROPOSED 6" FIRE
SERVICE LINE
REMOTE FIRE DEPARTMENT
CONNECTION (FDC)
IRRG
IRRIGATION SERVICE
W/METER
UTILITY NOTES:
1. 10' SEPARATION SHALL BE PROVIDED BETWEEN WATER,
SEWER AND STORM SEWER LINES.
2. ALL STORM SEWER PIPE SHALL BE CLASS Ill RCP WITH
WATER TIGHT JOINTS, UNLESS NOTED OTHERWISE.
3. ALL SANITARY SEWER SERVICES SHALL BE SDR 35 PVC.
4. All SANITARY SEWER CLEAN-OUTS SHALL BE TRAFFIC RATED.
5. ALL WATERLINES SHALL HAVE A MINIMUM OF 5' OF COVER
AND A MAXIMUM OF 6' Of COVER.
6. HAZARDOUS MATERIALS: TOXIC, CORROSIVE, OR REACTIVE
MATERIALS, OR FLAMMABLE/COMBUSTIBLE LIQUIDS (AS
DEFINED IN THE UNIFORM FIRE CODE) IF USED, STORED, OR
HANDLED MUST HAVE A HAZARDOUS MATERIALS IMPACT
ANALYSIS (HMIA) COMPLETED AND SUPPLIED TO THE
PLANNING DEPARTMENT AND THE FIRE DEPARTMENT.
OVERALL UTILITY PLAN
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
SUB-BASIN BOUNDARY
BASIN IDENTIFICATION
A-AREA DESIGNATION
B-ACRES
C-C5
D-C100
FLOW DIRECTION
3
PROPOSED DRAINAGE DESIGN POINT
PROPOSED 100-YEAR WATER
SURFACE IN POND
PROPOSED FLOWLINE
1 PROPOSED LIMITS OF DISTURBANCE (LOD)
2 PROPOSED 5' TYPE 'R' INLET
3 PROPOSED 10' TYPE R INLET
4 PROPOSED XXXX
5 PROPOSED 2' CURB CUT
6 PROPOSED 2' CURB CUT W/ CONC CHASE
7 PROPOSED XXXX
8 PROPOSED XXXX
9 PROPOSED DRY-STACKED SANDSTONE WALL
10 PROPOSED 10' TYPE 13 COMBINATION INLET
11 PROPOSED 3' CURB CUT W/ CHASE
12 PROPOSED 5' CURB CUT W/ CHASE
1. SEE SHEET 2 OF 44 FOR GENERAL NOTES AND MASTER LEGEND.
2. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND
REQUIREMENTS FOR THE PROJECT SITE.
3. REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND
PLANTING PLANS, INCLUDING THE LIO/ PSB BASINS.
4. FLOWLINES, CURB AND GUTTER AND CONCRETE PANS/CHASES
WILL HAVE A 0.50% MINIMUM SLOPE TO ENSURE DRAINAGE.
5. PLEASE REFER TO THE DRAINAGE AND EROSION CONTROL
SHEETS IN THIS SET AND THE DRAINAGE REPORT FOR
ADDITIONAL NOTES AND REQUIREMENTS.
6. ALL PRIVATE SIDEWALKS SHALL BE 4" THICK, 4000 PSI CONCRETE.
7. THE FINISH FLOOR ELEVATIONS SHOWN ON LOTS NEAR
DETENTION AREAS EXCEED THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM AND
INCLUDE A 1 FOOT FREEBOARD.
8. TRICKLE CHANNELS SHALL BE UTILIZED IN THE PARK POND AND
SOUTHEAST DETENTION AREA. REFER TO SHEET 43 OF 44 FOR
DETAILS.
9. PROPOSED PRE-SEDIMENTATION BASINS PROVIDE RUNOFF
FROM THE EXISTING AND DEVELOPED BASINS FILLING THE
MICRO-POOL AREAS AND PROVIDING A MECHANISM FOR
POLLUTANTS TO SETTLE OUT OF RUNOFF, PRIOR TO BEING
RELEASED DOWNSTREAM. REFER TO THE LANDSCAPE PLANS
FOR SEEDING OF THESE AREAS.
10. SEE SHEET 32 OF 44 FOR SWALE CROSS-SECTION
GRADING NOTES:
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.
RIPRAP
PROPOSED CURB AND GUTTER
POROUS PAVEMENT
EG = EXISTING GROUND
FF = FINISHED GROUND
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
HP = HIGH POINT
LP = LOW POINT
INV = INVERT
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
PRELIMINARY
DEVELOPMENT PLAN
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
Date
Date
Date
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET, MANHOLE, AND FES
LEGEND:
EXISTING CONTOURS
EXISTING STORM SEWER
RIPRAP
PROPOSED DRAINAGE OR
UTILITY EASEMENT LINE
SD
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED CURB AND GUTTER
POROUS PAVEMENT
EG = EXISTING GROUND
FF = FINISHED GROUND
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
HP = HIGH POINT
LP = LOW POINT
INV = INVERT
1 PROPOSED LIMITS OF DISTURBANCE (LOD)
2 PROPOSED 5' TYPE 'R' INLET
3 PROPOSED 10' TYPE R INLET
4 PROPOSED XXXX
5 PROPOSED 2' CURB CUT
6 PROPOSED 2' CURB CUT W/ CONC CHASE
7 PROPOSED XXXX
8 PROPOSED XXXX
9 PROPOSED DRY-STACKED SANDSTONE WALL
10 PROPOSED 10' TYPE 13 COMBINATION INLET
11 PROPOSED 3' CURB CUT W/ CHASE
12 PROPOSED 5' CURB CUT W/ CHASE
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
1. SEE SHEET 2 OF 44 FOR GENERAL NOTES AND MASTER LEGEND.
2. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND
REQUIREMENTS FOR THE PROJECT SITE.
3. REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND
PLANTING PLANS, INCLUDING THE LIO/ PSB BASINS.
4. FLOWLINES, CURB AND GUTTER AND CONCRETE PANS/CHASES
WILL HAVE A 0.50% MINIMUM SLOPE TO ENSURE DRAINAGE.
5. PLEASE REFER TO THE DRAINAGE AND EROSION CONTROL
SHEETS IN THIS SET AND THE DRAINAGE REPORT FOR
ADDITIONAL NOTES AND REQUIREMENTS.
6. ALL PRIVATE SIDEWALKS SHALL BE 4" THICK, 4000 PSI CONCRETE.
7. THE FINISH FLOOR ELEVATIONS SHOWN ON LOTS NEAR
DETENTION AREAS EXCEED THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM AND
INCLUDE A 1 FOOT FREEBOARD.
8. TRICKLE CHANNELS SHALL BE UTILIZED IN THE PARK POND AND
SOUTHEAST DETENTION AREA. REFER TO SHEET 43 OF 44 FOR
DETAILS.
9. PROPOSED PRE-SEDIMENTATION BASINS PROVIDE RUNOFF
FROM THE EXISTING AND DEVELOPED BASINS FILLING THE
MICRO-POOL AREAS AND PROVIDING A MECHANISM FOR
POLLUTANTS TO SETTLE OUT OF RUNOFF, PRIOR TO BEING
RELEASED DOWNSTREAM. REFER TO THE LANDSCAPE PLANS
FOR SEEDING OF THESE AREAS.
10. SEE SHEET 32 OF 44 FOR SWALE CROSS-SECTION
GRADING NOTES:
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.
UTILITY EASEMENT LINE
SD
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
1 PROPOSED LIMITS OF DISTURBANCE (LOD)
2 PROPOSED 5' TYPE 'R' INLET
3 PROPOSED 10' TYPE R INLET
4 PROPOSED XXXX
5 PROPOSED 2' CURB CUT
6 PROPOSED 2' CURB CUT W/ CONC CHASE
7 PROPOSED XXXX
8 PROPOSED XXXX
9 PROPOSED DRY-STACKED SANDSTONE WALL
10 PROPOSED 10' TYPE 13 COMBINATION INLET
11 PROPOSED 3' CURB CUT W/ CHASE
12 PROPOSED 5' CURB CUT W/ CHASE
1. SEE SHEET 2 OF 44 FOR GENERAL NOTES AND MASTER LEGEND.
2. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND
REQUIREMENTS FOR THE PROJECT SITE.
3. REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND
PLANTING PLANS, INCLUDING THE LIO/ PSB BASINS.
4. FLOWLINES, CURB AND GUTTER AND CONCRETE PANS/CHASES
WILL HAVE A 0.50% MINIMUM SLOPE TO ENSURE DRAINAGE.
5. PLEASE REFER TO THE DRAINAGE AND EROSION CONTROL
SHEETS IN THIS SET AND THE DRAINAGE REPORT FOR
ADDITIONAL NOTES AND REQUIREMENTS.
6. ALL PRIVATE SIDEWALKS SHALL BE 4" THICK, 4000 PSI CONCRETE.
7. THE FINISH FLOOR ELEVATIONS SHOWN ON LOTS NEAR
DETENTION AREAS EXCEED THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM AND
INCLUDE A 1 FOOT FREEBOARD.
8. TRICKLE CHANNELS SHALL BE UTILIZED IN THE PARK POND AND
SOUTHEAST DETENTION AREA. REFER TO SHEET 43 OF 44 FOR
DETAILS.
9. PROPOSED PRE-SEDIMENTATION BASINS PROVIDE RUNOFF
FROM THE EXISTING AND DEVELOPED BASINS FILLING THE
MICRO-POOL AREAS AND PROVIDING A MECHANISM FOR
POLLUTANTS TO SETTLE OUT OF RUNOFF, PRIOR TO BEING
RELEASED DOWNSTREAM. REFER TO THE LANDSCAPE PLANS
FOR SEEDING OF THESE AREAS.
10. SEE SHEET 32 OF 44 FOR SWALE CROSS-SECTION
GRADING NOTES:
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.
RIPRAP
PROPOSED CURB AND GUTTER
POROUS PAVEMENT
EG = EXISTING GROUND
FF = FINISHED GROUND
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
HP = HIGH POINT
LP = LOW POINT
INV = INVERT
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
91
90
88 89
87
86
85
84
83
82
81
80
79
12
11
10
9
8
7
6
5
4
3
2
1
TRACT 2
DETAIL GRADING PLAN
(WEST)
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
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
Date
Date
Date
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET, MANHOLE, AND FES
LEGEND:
EXISTING CONTOURS
EXISTING STORM SEWER
PROPOSED DRAINAGE OR
UTILITY EASEMENT LINE
SD
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
1 PROPOSED LIMITS OF DISTURBANCE (LOD)
2 PROPOSED 5' TYPE 'R' INLET
3 PROPOSED 10' TYPE R INLET
4 PROPOSED XXXX
5 PROPOSED 2' CURB CUT
6 PROPOSED 2' CURB CUT W/ CONC CHASE
7 PROPOSED XXXX
8 PROPOSED XXXX
9 PROPOSED DRY-STACKED SANDSTONE WALL
10 PROPOSED 10' TYPE 13 COMBINATION INLET
11 PROPOSED 3' CURB CUT W/ CHASE
12 PROPOSED 5' CURB CUT W/ CHASE
1. SEE SHEET 2 OF 44 FOR GENERAL NOTES AND MASTER LEGEND.
2. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND
REQUIREMENTS FOR THE PROJECT SITE.
3. REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND
PLANTING PLANS, INCLUDING THE LIO/ PSB BASINS.
4. FLOWLINES, CURB AND GUTTER AND CONCRETE PANS/CHASES
WILL HAVE A 0.50% MINIMUM SLOPE TO ENSURE DRAINAGE.
5. PLEASE REFER TO THE DRAINAGE AND EROSION CONTROL
SHEETS IN THIS SET AND THE DRAINAGE REPORT FOR
ADDITIONAL NOTES AND REQUIREMENTS.
6. ALL PRIVATE SIDEWALKS SHALL BE 4" THICK, 4000 PSI CONCRETE.
7. THE FINISH FLOOR ELEVATIONS SHOWN ON LOTS NEAR
DETENTION AREAS EXCEED THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM AND
INCLUDE A 1 FOOT FREEBOARD.
8. TRICKLE CHANNELS SHALL BE UTILIZED IN THE PARK POND AND
SOUTHEAST DETENTION AREA. REFER TO SHEET 43 OF 44 FOR
DETAILS.
9. PROPOSED PRE-SEDIMENTATION BASINS PROVIDE RUNOFF
FROM THE EXISTING AND DEVELOPED BASINS FILLING THE
MICRO-POOL AREAS AND PROVIDING A MECHANISM FOR
POLLUTANTS TO SETTLE OUT OF RUNOFF, PRIOR TO BEING
RELEASED DOWNSTREAM. REFER TO THE LANDSCAPE PLANS
FOR SEEDING OF THESE AREAS.
10. SEE SHEET 32 OF 44 FOR SWALE CROSS-SECTION
GRADING NOTES:
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.
RIPRAP
PROPOSED CURB AND GUTTER
POROUS PAVEMENT
EG = EXISTING GROUND
FF = FINISHED GROUND
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
HP = HIGH POINT
LP = LOW POINT
INV = INVERT
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
EXISTING STORM SEWER
RIPRAP
PROPOSED DRAINAGE OR
UTILITY EASEMENT LINE
SD
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED OUTFALL
CURB AND GUTTTER
POROUS PAVEMENT
EG = EXISTING GROUND
FF = FINISHED GROUND
ME = MATCH EXISTING
FL = FLOWLINE
FG = FINISHED GRADE
HP = HIGH POINT
LP = LOW POINT
INV = INVERT
1. SEE SHEET 2 OF 44 FOR GENERAL NOTES AND MASTER LEGEND.
2. PLEASE REFER TO THE GEOTECHNICAL REPORT FOR
EXCAVATION, GRADING, AND PAVING RECOMMENDATIONS AND
REQUIREMENTS FOR THE PROJECT SITE.
3. REFER TO THE LANDSCAPE PLANS FOR SITE DETAILS AND
PLANTING PLANS, INCLUDING THE LIO/ PSB BASINS.
4. FLOWLINES, CURB AND GUTTER AND CONCRETE PANS/CHASES
WILL HAVE A 0.50% MINIMUM SLOPE TO ENSURE DRAINAGE.
5. PLEASE REFER TO THE DRAINAGE AND EROSION CONTROL
SHEETS IN THIS SET AND THE DRAINAGE REPORT FOR
ADDITIONAL NOTES AND REQUIREMENTS.
6. ALL PRIVATE SIDEWALKS SHALL BE 4" THICK, 4000 PSI CONCRETE.
7. THE FINISH FLOOR ELEVATIONS SHOWN ON LOTS NEAR
DETENTION AREAS EXCEED THE MINIMUM ELEVATION
REQUIRED FOR PROTECTION FROM THE 100-YR STORM AND
INCLUDE A 1 FOOT FREEBOARD.
8. TRICKLE CHANNELS SHALL BE UTILIZED IN THE PARK POND AND
SOUTHEAST DETENTION AREA. REFER TO SHEET 43 OF 44 FOR
DETAILS.
9. PROPOSED PRE-SEDIMENTATION BASINS PROVIDE RUNOFF
FROM THE EXISTING AND DEVELOPED BASINS FILLING THE
MICRO-POOL AREAS AND PROVIDING A MECHANISM FOR
POLLUTANTS TO SETTLE OUT OF RUNOFF, PRIOR TO BEING
RELEASED DOWNSTREAM. REFER TO THE LANDSCAPE PLANS
FOR SEEDING OF THESE AREAS.
10. SEE SHEET 32 OF 44 FOR SWALE CROSS-SECTION
11. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM
ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR
STORM.
GRADING NOTES:
1 PROPOSED LIMITS OF DISTURBANCE (LOD)
2 PROPOSED 5' TYPE 'R' INLET
3 PROPOSED 10' TYPE R INLET
4 PROPOSED XXXX
5 PROPOSED 2' CURB CUT
6 PROPOSED 2' CURB CUT W/ CONC CHASE
7 PROPOSED XXXX
8 PROPOSED XXXX
9 PROPOSED DRY-STACKED SANDSTONE WALL
10 PROPOSED 10' TYPE 13 COMBINATION INLET
11 PROPOSED 3' CURB CUT W/ CHASE
12 PROPOSED 5' CURB CUT W/ CHASE
OVERALL GRADING PLAN
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
STREET CUT NOTE:
LIMITS OF STREET CUT ARE APPROXIMATE. FINAL
LIMITS ARE TO BE DETERMINED IN THE FIELD BY
THE CITY ENGINEERING INSPECTOR. ALL REPAIRS
ARE TO BE ACCORDANCE WITH THE CITY STREET
REPAIR STANDARDS.
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SF
SF SF
SF
SF
SF
SF SF SF SF
SF SF SF
SF SF SF SF
SF
SF
SF
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
RRC
SM
SM SM SM
SM SM SM
SM
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF SF SF SF SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
SF
SF
SF
SF
LOC
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
LOC LOC LOC LOC
LOC
LOC
LOC
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SF
SF SF
SF
SF
SF
SF SF SF SF
SF SF SF
SF SF SF SF
SF
SF
SF
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
RRC
SF SF SF SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF SF SF SF SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
SF
SF
SF
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
FINAL EROSION
CONTROL PLAN
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
LEGEND:
RRC
LOC
IP
VTC
SSA
RCS
SF
SF
SCL
SCL
SM
SB
DD
ECB
NOTES:
1. CONTRACTOR TO INSTALL SILT FENCE, PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES. TOTAL LENGTH OF SILT FENCE = 3,951 LF.
2. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
3. A "SOFT PAN" CONSISTING OF A D 100 AND THE PROPOSED SWALES
ALONG THE SOUTH AND EAST PROPERTY BOUNDARIES. THE "SOFT PAN"
WILL BE 2' WIDE x 1' DEEP AND WILL ALLOW FOR VEGETATION TO
BECOME ESTABLISHED OVER TIME WHILE INCREASING WATER QUALITY
FOR THE SITE. PLEASE REFER TO THE GRADING PLAN FOR "SOFT PAN"
LOCATIONS. SEE SHEET C-039 FOR DETAILS.
4. STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.
5. ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO BE
RE-VEGETATED AND RETURNED TO HISTORIC CONDITION. STRAW
WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED (IF NECESSARY)
ON THE TWO EXISTING TYPE R INLETS IN RED WILLOW DRIVE.
6. VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED BY THE
CONTRACTOR AND PRIOR TO CONSTRUCTION, AND SHALL BE INSTALLED
ACCORDINGLY.
7. SEE SHEET 7 OF 44 FOR EROSION CONTROL NOTES AND DETAILS.
SM
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SF
SF
SF
SF
SF
SF
SF SF SF SF
SF SF SF
SF SF SF SF
SF
SF
SF
SCL
SCL
SCL
SCL
SCL
SCL SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SCL
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
SM
RRC
SM
SM SM SM
SM SM SM
SM
BEACHMONT
DRIVE
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JUNIOR DRIVE
(20' PRIVATE DRIVE)
JESSIE DRIVE
(20' PRIVATE DRIVE)
McKUSKY
(20' PRIVATE DRIVE)
CRANSTON DRIVE
(20' PRIVATE DRIVE)
PETER DRIVE
(20' PRIVATE DRIVE)
SF SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF SF SF
SF
SF SF
SF
SF
SF SF SF SF SF SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOC
LOC
LOC
LOC
LOC
SF
SF
SF
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
LEGEND:
RRC
LOC
IP
VTC
SSA
RCS
SF
SF
SCL
SCL
SM
SB
DD
ECB
SM
NOTES:
1. CONTRACTOR TO INSTALL SILT FENCE, PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES. TOTAL LENGTH OF SILT FENCE = 3,951 LF.
2. ALL DISTURBED AREAS ARE TO BE SEEDED AND MULCHED.
3. A "SOFT PAN" CONSISTING OF A D 100 AND THE PROPOSED SWALES
ALONG THE SOUTH AND EAST PROPERTY BOUNDARIES. THE "SOFT PAN"
WILL BE 2' WIDE x 1' DEEP AND WILL ALLOW FOR VEGETATION TO
BECOME ESTABLISHED OVER TIME WHILE INCREASING WATER QUALITY
FOR THE SITE. PLEASE REFER TO THE GRADING PLAN FOR "SOFT PAN"
LOCATIONS. SEE SHEET C-039 FOR DETAILS.
4. STOCK PILES SHALL NOT TO EXCEED 10' IN HEIGHT.
5. ALL OFFSITE AREAS DISTURBED DURING CONSTRUCTION ARE TO BE
RE-VEGETATED AND RETURNED TO HISTORIC CONDITION. STRAW
WATTLES OR GRAVEL INLET FILTERS MAY BE INSTALLED (IF NECESSARY)
ON THE TWO EXISTING TYPE R INLETS IN RED WILLOW DRIVE.
6. VEHICLE TRACKING PAD(S) LOCATIONS SHALL BE DETERMINED BY THE
CONTRACTOR AND PRIOR TO CONSTRUCTION, AND SHALL BE INSTALLED
ACCORDINGLY.
7. SEE SHEET 7 OF 44 FOR EROSION CONTROL NOTES AND DETAILS.
INITIAL EROSION
CONTROL PLAN
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
20.0'
10.0'
10.0'
PROPOSED 4.5'
SIDEWALK
PROPOSED 6.0'
SIDEWALK
PROPOSED 6.0'
SIDEWALK
PROPOSED 6.0'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED 6.0'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED 3.0'
CONCRETE SWALE
PROPOSED 3.0'
CONCRETE SWALE PROPOSED 3.0'
CONCRETE SWALE
PROPOSED 3.0'
CONCRETE SWALE
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED
HANDICAP RAMP
PROPOSED
HANDICAP RAMP
PROPOSED
HANDICAP RAMP
PROPOSED
HANDICAP RAMP
PROPOSED
HANDICAP RAMP
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
PROPOSED 8.0'
CONC. CROSSPAN
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
R25'
PROPOSED 8.0'
CONC. CROSSPAN
R25'
R25'
R25'
R25'
R20'
R20'
R25'
R25'
R25'
R25'
R20'
R20'
PROPOSED 4.5'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED 4.5'
SIDEWALK
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED
9' EASEMENT
PROPOSED L.O.D.
PROPOSED L.O.D.
PROPOSED L.O.D.
PROPOSED L.O.D.
PROPOSED L.O.D.
N=10,773.55
E=11,173.58
N=10,752.60
E=9,973.68
N=10,100.71
E=9,873.56
N=10,753.22
E=9,874.33
ROSEN DRIVE
LOCAL COLLECTOR ROW VARIES
STEPHEN DRIVE
LOCAL COLLECTOR 57' ROW
SHAW DRIVE
LOCAL COLLECTOR 57' ROW
JESSIE DRIVE
20' PRIVATE DRIVE
McKUSKY
20' PRIVATE DRIVE
CRANSTON DRIVE
20' PRIVATE DRIVE
PETER DRIVE
20' PRIVATE DRIVE
BEACHMONT DRIVE
LOCAL COLLECTOR 57' ROW
JUNIOR DRIVE
20' PRIVATE DRIVE JUNIOR DRIVE
20' PRIVATE DRIVE
1
2
3
4
5
6
7
8
9
10
79
80
81
82
83
84
85
86
87
88 89
90
91
92
93
94
95
96
97
98 99
100
101
102
103
104
105
106
107
108 109
110
111
112
113
114
115
116
117
118 119
120
121
122
123
124
125
126
127
128
149
150
151
152
153
154
155
156
157 158
159
160
161
162
163
164
165
166
138
137
136
135
134
133
132
131
130
129
139
140
141
142
143
144
145
146
147
148
60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
36 37 38 39 40 41 42 43 44 45
77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61
78
11
12
13
14
15
16 17
18 19 20 21 22 23 24 25 26 27 28 29 30 31
32 33 34 35
R20'
R50'
R64'
R30'
R50'
R64'
R20'
R64'
R50'
R50'
R118'
R82'
R82'
R118'
8
8
8
8
8 8 8
8
8
8
8 8 8
8
8
4
4
4
4
4
4
4
4
4
4
11
11
11
13
13
PROPOSED SIGHT DISTANCE
EASEMENT ( TYP. OF ALL
PARCELS ADJACENT TO
ROADWAY INTERSECTIONS)
10
10 10
10
10
10 10
10
10
10
10
10
10
10 10
12
12
12
12
12
12
DETENTION
POND
TRACT 17
TRACT 8
TRACT 3
TRACT 1
TRACT 2
TRACT 15 TRACT 16
TRACT 18 TRACT 19
TRACT 10
TRACT 9
TRACT 4
TRACT F
TRACT B
AREA = 2,259 SF
AREA = 1,020 SF
AREA = 6,308 SF
AREA = 1,006 SF
TRACT 5 AREA = 1,006 SF
TRACT 6 AREA = 1,006 SF
TRACT 7 AREA = 1,006 SF
AREA = 19,252 SF
AREA = 2,792 SF
AREA = 890 SF
TRACT 11 AREA = 890 SF
TRACT 12 AREA = 712 SF
TRACT 13
TRACT 14
AREA = 712 SF
AREA = 712 SF
AREA = 13,031 SF AREA = 13,277 SF
AREA = 14,422 SF AREA = 3,112 SF
AREA = 77,905 SF
AREA = 7,417 SF
TRACT C AREA = 7,427 SF
TRACT D AREA = 7,441 SF
TRACT E AREA = 6,899 SF
TRACT A
AREA = 34,257 SF TRACT A
AREA = 34,257 SF
AREA = 14,076 SF TRACT G
AREA = 10,457 SF
PARK &
DETENTION
POND
TRACT A DEDICATED BY SEPARATE INSTRUMENT RECEPTION #__________________
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
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
NOTES:
1. SEE TYPICAL ROADWAY STREET SECTIONS
SHEET 1 OF 44.
2. SEE SHEET 2 OF 44 FOR MASTER LEGEND,
SYMBOLS, AND GENERAL CONSTRUCTION
NOTES.
3. ALL DIMENSIONS ARE TO FLOWLINE, UNLESS
NOTED OR SHOWN OTHERWISE.
4. THE PROPERTY BOUNDARY SERVES AS
THE"LIMITS OF CONSTRUCTION". SOME OFFSITE
WORK WILL ALSO BE REQUIRED AND THE LIMITS
OF DEVELOPMENT FOR THESE AREAS HAVE
BEEN CALLED OUT.
5. SEE DETAIL SHEETS FOR STOP, STREET NAME,
& SIGN POSTS DETAILS. SEE THIS SHEET FOR
SIGN LEGEND.
6. TRACTS 1-19 & A-G ARE BLANKET DRAINAGE,
UTILITY, AND ACCESS EASEMENTS, AS SHOWN
AND CALLED OUT ON THE PLAT. PLEASE SEE
PLAT FOR DETAILS.
7. SEE CROWNE ON TIMBERLINE UTILITY PLANS
FOR RED WILLOW DRIVE PLAN AND PROFILE
SHEETS FOR OFFSITE HORIZONTAL CONTROL
NORTH AND SOUTH OF THE THORELL
PROPERTY SITE.
8. SITE EASEMENTS FOR ALL ROADWAYS ARE
WITHIN THE PROPOSED AND EXISTING
RIGHT-OF-WAYS, INCLUDING RED WILLOW
DRIVE EAST OF THE THORELL PROPERTY.
9. ALL PUBLIC SIDEWALKS WITHIN THE
RIGHT-OF-WAY SHALL BE 6 INCHES THICK. 4000
PSI CONCRETE. ALL PRIVATE SIDEWALKS SHALL
BE 4" THICK. 4000 PSI CONCRETE. THE
PROPOSED SIDEWALKS SHALL UTILIZE
CROSS-SLOPES OF 2.0% (MAXIMUM). SEE
SHEET 40 OF 44 FOR SITE DETAILS.
LEGEND:
PROPOSED RIGHT-OF-WAY
PROPOSED FLOWLINE
PROPOSED 2.5' CURB AND
GUTTER
EXISTING BOUNDARY
PROPOSED ROADWAY
CENTERLINE
PROPOSED DRAINAGE OR
UTILITY EASEMENT
PROPOSED LIGHT POLE
LIMITS OF DEVELOPMENT
(LOD)
PROPOSED CROSSPAN
AND CONCRETE SWALE
PRIVATELY
MAINTAINED
BEACHMONT
DRIVE
PRIVATELY
MAINTAINED
STEPHEN
DRIVE
PRIVATELY
MAINTAINED
ROSEN
DRIVE
SIGHT TRIANGLE
EASEMENT AREA
24. The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and
prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original
geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity's default
pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer.
The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk,
base and asphalt shall not occur until the Local Entity Engineer approves the final report.
25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all
intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these
elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before
installation of base course or asphalt will be allowed on the streets.
26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes
of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and
marked so as to reduce the excavation necessary for building connections.
27. Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within
these districts.
28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire
Hazard Area Mitigation Regulations in force at the time of final plat approval.
29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal
requiring a permit.
30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to
OSHA Publication 2226, Excavating and Trenching.
31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County or
State), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all
traffic control devices as may be required by the construction activities.
32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department,
who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be
charged for the labor, materials and equipment to reinstall the sign as needed.
33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street
operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development.
34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on
Sundays or holidays, unless there is prior written approval by the Local Entity.
35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or
designated to be provided, installed, or constructed, unless specifically noted otherwise.
36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and
annotate the dimension on the as-built record drawings.
37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a
copy of any permits and extension agreements needed for the job.
38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer
shall contact the Designer and the Local Entity Engineer immediately.
39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Local
Entity's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer.
40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of
bearings. The information shall be as follows:
VERTICAL DATUM. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE CITY OF FORT COLLINS VERTICAL CONTROL NETWORK DATUM. THE
BENCHMARKS USED, WITH THE CITY OF FORT COLLINS ELEVATION AND DESCRIPTIONS OF EACH ARE AS FOLLOWS:
-BM 16-01, LOCATED ON THE SOUTH SIDE OF WILLOW SPRINGS WAY APPROX. 50' WEST OF THE INTERSECTION OF WILLOW SPRINGS WAY AND
TIMBERLINE ROAD ON THE SOUTHWEST CORNER OF A STORM INLET. CITY OF FORT COLLINS ELEVATION 4953.79, NGVD 1929, UNADJUSTED.
-BM 2-02, LOCATED ON THE EAST SIDE OF TIMBERLINE ROAD 1
2 MILE NORTH OF TRILBY ROAD ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC
CITY OF FORT COLLINS ELEVATION=4961.18, NGVD 1929, UNADJUSTED.
41. All stationing is based on centerline of roadways unless otherwise noted.
42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and
gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be
replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of
completed improvements and/or prior to the issuance of the first Certificate of Occupancy.
43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts
are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall
blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets
where more than one cut is made, an overlay of the entire street width, including the patched area, may be required.
The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity
Inspector at the time the cuts are made.
44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which
existed before construction, or to the grades and condition as required by these plans.
45. Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections.
46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from
material and workmanship defects for a minimum period of two years from the date of acceptance.
47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including
storm drainage structures and pipes, for the following private streets: WILLINE WAY, BUCHSTANE PLACE, NIMMIE
DRIVE, CORONA DRIVE.
48. Refer to the Preliminary Geotechnical Engineering Report, Johnston Annexation, 6111 South Timberline Road, Fort
Collins, CO, dated December 6, 2012, Terracon Project No.20125039, by Terracon, Inc. for site excavation, grading,
and paving recommendations.
49. Approved variances are listed as follows: None
Street Improvements Notes
1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street
Improvements Notes listed here.
2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity
Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth
greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt.
3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches
from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing
pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved
by the Local Entity Engineer.
4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to base installation. No base material shall
be laid until the subgrade has been inspected and approved by the Local Entity Engineer.
5. Fort Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or
overlay. Valve box adjusting rings are not allowed.
6. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original
condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and
patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend
smoothly into the existing surface. The determination of need for a complete overlay shall be made by the Local Entity
Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new
asphalt overlay work.
7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including
Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan.
8. The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to
installation of asphalt. Gutters that hold more than 1
4 inch deep or 5 feet longitudinally, of water, shall be completely
removed and reconstructed to drain properly.
9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the
subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite
section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled
with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000
lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3
m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by
the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The
Local Entity Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the
presence of an Inspector.
Traffic Signing and Pavement Marking Construction Notes
1. All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing
and Marking Construction Notes listed here.
2. All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic.
3. All signage shall be per Local Entity Standards and these plans or as otherwise specified in MUTCD.
4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads.
5. All lane lines for concrete pavement should be epoxy paint.
6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting
alignment and placement of the same. Their placement shall be approved by the Local Entity Traffic Engineer prior to
permanent installation of striping and symbols.
7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards.
8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction.
9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings.
10. All sign posts shall utilize break-away assemblies and fasteners per the Standards.
11. A field inspection of location and installation of all signs shall be performed by the Local Entity Traffic Engineer. All
discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin.
12. The Developer installing signs shall be responsible for locating and protecting all underground utilities.
13. Special care shall be taken in sign location to ensure an unobstructed view of each sign.
14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the
warranty period, the Local Entity Traffic Engineer reserves the right to require additional signage and/or striping if the
Local Entity Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD
or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period
for new construction (except fair wear on traffic markings).
15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for
additional detail.
Storm Drainage Notes
1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private
property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).
2. All recommendations of the PDP preliminary Drainage and Erosion Control Report for the Thaorell Park subdivision, by
Phelps Engineering Services, Inc., dated May 15, 2013, shall be followed and implemented.
3. Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by a registered
engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to
the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family
units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks
prior to the release of any building permits in excess of those allowed prior to certification per the Development
Agreement.
Waterline Notes
1. All water line construction shall conform to the Fort Collins- Loveland Water District standards and specifications current
to date of construction.
Sanitary Sewer Notes
1. All sanitary sewer line construction shall conform to the South Fort Collins Sanitation District standards and
specifications current to date of construction.
Waterline Notes
1. All water line construction shall conform to the Fort Collins- Loveland Water District standards and specifications current
to date of construction.
Sanitary Sewer Notes
1. All sanitary sewer line construction shall conform to the South Fort Collins Sanitation District standards and
specifications current to date of construction.
-ASPHALTIC CONCRETE
-BENCHMARK
-BOTTOM OF WALL
-CURVE LABEL (SEE CURVE TABLE)
-CENTER LINE
-CONTROL POINT
-CORRUGATED METAL PIPE
-DIAMETER
-ELECTRIC
-ELEVATION
-EQUAL
-EXISTING
-FINISHED FLOOR
-FINISHED GRADE
-FIRE HYDRANT
-FLOW LINE
-GAS
-GRADE BREAK
-HANDICAP
-HORIZONTAL
-HIGH POINT
-INSIDE DIAMETER
-INVERT
-JOINT TRENCH
-LINE LABEL (SEE LINE TABLE)
-LINEAL FEET
-LANDSCAPE
-MATERIAL
-MAXIMUM
-MANHOLE
-MINIMUM
-NUMBER
-OUTSIDE DIAMETER
-POINT OF CURVATURE
-POINT OF COMPOUND CURVATURE
-POINT CURB RETURN
-POINT OF TANGENCY
-POLYVINYL CHLORIDE PIPE
-RADIUS
-REINFORCED CONCRETE PIPE
-RIDGELINE
-RAILROAD
-SANITARY
-SQUARE FOOTAGE
-STORM
-TELEPHONE
-TOP BACK OF CURB
-TOP OF CURB
-TOP OF FOOTING
-TOP OF GRATE
-TOP OF WALL
-TYPICAL
-VERTICAL
-WATER
-WITH
AC
BM
BW
C1
CL
CP
CMP
DIA
E
EL
EQ
EXIST
FF
FG
FH
FL
G
GB
HDCP
HORIZ
HP
ID
INV
JT
L1
LF
LS
MATL
MAX
MH
MIN
NO
OD
PC
PCC
PCR
PT
PVC
R
RCP
RL
RR
SAN
SF
STM
T
TBC
TC
TF
TG
TW
TYP
VERT
W
W/
ABBREVIATIONS:
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
PROPOSED CONTOURS
PROPOSED STORM SEWER
W/INLET AND FES
LEGEND:
EXISTING CONTOURS
EXISTING STORM SEWER
RIPRAP
PROPOSED WATER LINE
W/FIRE HYDRANT
EXISTING WATER LINE
W/FIRE HYDRANT
PROPOSED SANITARY SEWER
W/MANHOLE
EXISTING SANITARY SEWER
W/MANHOLE
FLOWLINE
EXISTING BOUNDARY LINE
EXISTING SECTION LINE
EXISTING EASEMENT LINE
PROPOSED CENTERLINE
EXISTING CENTERLINE
EXISTING RIGHT-OF-WAY
EXISTING GAS
EXISTING TELEPHONE
EXISTING ELECTRIC
FUTURE WATER LINE
W/FIRE HYDRANT
FUTURE SANITARY SEWER
W/MANHOLE
PROPOSED BOUNDARY LINE
GENERAL NOTES
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
SIGHT TRIANGLE
EASEMENT AREA
General Notes
SANITATION DISTRICT
FORT COLLINS LOVELAND
WATER DISTICT/SOUTH FORT
COLLINS SANITATION DISTRICT:
Contact: Terry Ferrill
(970) 226-3104
CITY OF FORT COLLINS
STORMWATER
Contact: Glen Schleuter
(970) 221-6700
CITY OF FORT COLLINS LIGHT
AND POWER:
Contact: Doug Martine
(970) 224-6152
POUDRE FIRE AUTHORITY:
Contact: Ron Gonzales
(970) 219-5316
XCEL ENERGY - GAS & ELECTRIC
Contact: Terry Stencel
(970) 225-7846
CENTURY LINK
Contact: Bob Rulli
(970) 490-7503
COMCAST
Contact: Don Kapperman
(970) 567-0245
OWNER:
Mr. Stephen Laffey
801 Rosen Drive
Fort Collins, CO 80521
(970) 567-9667
TRAFFIC ENGINEER:
Delich Associates
Mr. Matt Delich
2272 Glen Haven Drive
Loveland, CO 80538
(970) 669-2061
GEOTECHNICAL ENGINEER:
DeRey Consultants, LLC
747 Sheridan Boulevard, Suite 2A
Lakwood, CO 80214
(303) 238-1770
CIVIL ENGINEER:
Phelps Engineering Services, Inc.
Mr. Lonny Phelps
7200 Hampden Ave., Suite 300
Denver, CO 80224
(303) 298-1644
SUBMITTAL LOG:
October 10, 2016 TO CITY OF FORT COLLINS
COVER SHEET
SHEET INDEX
SHEET NO. SHEET TITLE
1 COVER SHEET
2 GENERAL NOTES
3 DEMOLITION PLAN
4 HORIZONTAL CONTROL & SIGNAGE & STRIPING PLAN
5 INITIAL EROSION CONTROL PLAN
6 FINAL EROSION CONTROL PLAN
7 EROSION CONTROL NOTES AND DETAILS
8 OVERALL GRADING PLAN
9 DETAIL GRADING PLAN (WEST)
10 DETAIL GRADING PLAN (WEST)
11 DETAIL GRADING PLAN (EAST)
12 DETAIL GRADING PLAN (EAST)
13 DRAINAGE BASIN EXHIBIT
14 OVERALL UTILITY PLAN
15 UTILITY PLAN (WEST)
16 UTILITY PLAN (EAST)
17 WATER PLAN (WEST)
18 WATER PLAN (EAST)
19 ROSEN DRIVE PLAN & PROFILE
20 ROSEN DRIVE PLAN & PROFILE
21 STEPHEN DRIVE PLAN & PROFILE
22 STEPHEN DRIVE PLAN & PROFILE
23 JUNIOR DRIVE PLAN & PROFILE
24 JUNIOR DRIVE PLAN & PROFILE
25 SHAW DRIVE & BEACHMONT DRIVE PLAN & PROFILES
26 SANITARY SEWER - A PLAN & PROFILE
27 SANITARY SEWER - B PLAN & PROFILE
28 SANITARY SEWER - C AND D PLAN & PROFILE
29 SANITARY SEWER - E AND F PLAN & PROFILE
30 SANITARY SEWER - G AND H PLAN & PROFILE
31 STORM SEWER - A PLAN & PROFILES
32 STORM SEWER - B PLAN & PROFILES
33 STORM SEWER - C PLAN & PROFILES
34 STORM SEWER - D PLAN & PROFILES
35 24 INCH IRRIGATION LINE PLAN & PROFILE
36 24 INCH IRRIGATION LINE PLAN & PROFILE
37 INTERSECTION DETAILS
38 INTERSECTION DETAILS
39 INTERSECTION DETAILS
40 SITE DETAILS
41 WATER & SANITARY SEWER DETAILS
42 STORM DETAILS
43 STORM AND DRAINAGE DETAILS
44 STORM AND DRAINAGE DETAILS
BEARINGS FOR THIS SURVEY ARE BASED ON THE EAST LINE OF THE SOUTHEAST
ONE-QUARTER OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M.,
BETWEEN FOUND MONUMENTS AS SHOWN AND DESCRIBED HEREON. SAID LINE BEARS N00"
27'42"E TO REFERENCE THE SAME LINE AS SHOWN ON THE JOHNSTON ANNEXATION MAP AT
RECEPTION NO. 20060057220.
A PARCEL OF LAND LOCATED IN THE SOUTHEAST 1/4 OF SECTION 7, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF
LARIMER, STATE OF COLORADO, DESCRIBED AS FOLLOWS:
COMMENCING AT THE EAST 1/4 CORNER OF SAID SECTION 7, FROM WHICH THE SOUTHEAST
&251(52)6$,'6(&7,21%($566
::+,&+,67+(%$6,62)%($5,1*6)25$//
BEARINGS STATED HEREIN;
7+(1&(1
:$/21*7+(1257+/,1(2)7+(6287+($672)6$,'6(&7,21$
DISTANCE OF 1217.60 FEET TO THE NORTHEAST CORNER OF CROWNE ON TIMBERLINE
SUBDIVISION;
7+(1&(&217,18,1*1
´:$/21*6$,'1257+/,1($',67$1&(2))((772
THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED AT RECEPTION NO.
20140026012 AND THE TRUE POINT OF BEGINNING;
7+(1&(&217,18,1*1
´:$/21*6$,'1257+/,1($',67$1&(2))((7
THE EASTERLY ROW LINE OF THE UNION PACIFIC RAILROAD;
7+(1&(6
´:$/21*6$,'($67(5/<52:/,1($',67$1&(2))((7727+(
NORTH LINE OF LINDEN PARK SUBDIVISION;
7+(1&(6
´($/21*6$,'1257+/,1($',67$1&(2))((7727+(:(67
LINE OF SAID PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20140026012;
7+(1&(1
´($/21*6$,':(67/,1($',67$1&(2))((7727+(758(
POINT OF BEGINNING.
THE DESCRIBED PARCEL CONTAINS 19.875 ACRES, MORE OR LESS.
THORELL PARK
COUNTY OF LARIMER
FT. COLLINS, COLORADO
PRELIMINARY
DEVELOPMENT PLAN
BASIS OF BEARING:
LEGAL DESCRIPTION:
WAY
ESMT
UTIL.
PARK
4.5'
TRAVEL
(MIN)
10'
ESMT
6'
SETBACK
10'
ESMT
ESMT
4.5'
PARK
20'
TRAVEL
9'
WALK
9'
TRAVEL UTIL.
9' UTIL
(MIN)
PARK
6'
8'
18' CAR PARKING
57' ROW
36' ROADWAY
6.5' MIN. FENCE
WALK
8'
9' UTIL
GARAGE FACE
20' PRIVATE DRIVE WITH
18' OFF STREET PARKING
JUNIOR DRIVE
NO SCALE
CONNECTOR LOCAL STREET (57' ROW)
ROSEN DRIVE, STEPHEN DRIVE , SHAW DRIVE, AND BEACHMONT DRIVE
NO SCALE
GEOTECHNICAL REPORT:
Preliminary Soil and Foundation Investigation
Johnson Annexation Property
DeRey Consultants, LLC.
August 22, 2016