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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 aƒ%(1':.% STA: 1+56.68, -11.35' L N=10,707.00 E=11,046.44 aƒ%(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 ƒ%(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 aƒ%(1':.% STA: 11+96.40, 2.54' R N=10,745.51 E=10,010.02 aƒ%(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 aƒ%(1':.% STA: 0+05.49, -16.33' L N=10,343.24 E=9,991.69 aƒ%(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 aƒ%(1':.% N=10,238.27 E=9,986.65 aƒ%(1':.% N=10,226.19 E=9,991.74 aƒ%(1':.% N=10,209.52 E=10,008.62 aƒ%(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%($566ƒ ::+,&+,67+(%$6,62)%($5,1*6)25$// BEARINGS STATED HEREIN; 7+(1&(1ƒ :$/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*1ƒ ´:$/21*6$,'1257+/,1($',67$1&(2))((772 THE NORTHWEST CORNER OF THE PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20140026012 AND THE TRUE POINT OF BEGINNING; 7+(1&(&217,18,1*1ƒ ´:$/21*6$,'1257+/,1($',67$1&(2))((7 THE EASTERLY ROW LINE OF THE UNION PACIFIC RAILROAD; 7+(1&(6ƒ ´:$/21*6$,'($67(5/<52:/,1($',67$1&(2))((7727+( NORTH LINE OF LINDEN PARK SUBDIVISION; 7+(1&(6ƒ ´($/21*6$,'1257+/,1($',67$1&(2))((7727+(:(67 LINE OF SAID PARCEL OF LAND DESCRIBED AT RECEPTION NO. 20140026012; 7+(1&(1ƒ ´($/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