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Home My WebLink AboutRENNAT SUBDIVISION - PDP190011 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSS. TIMBERLINE DRIVE RD. KECHTER RD. ZEPHYR RD. ALLEY (PRIVATE) 12' TRAVEL LANE 24' - 31" DRIVE-OVER CURB & GUTTER 12' TRAVEL LANE 11' TRAVEL LANE 9' UTIL. 76' ROW ESMT. 6' 54' - PKWY 6' PKWY 9' UTIL. ESMT. MINOR COLLECTOR 5' WALK 5' WALK 11' TRAVEL LANE 5' BIKE LANE 3' BUFFER 8' PARKING 5' BIKE LANE 3' BUFFER 8' PARKING 9' UTIL. 53' ROW ESMT. 9' UTIL. ESMT. RESIDENTIAL LOCAL 7' PARKING 30' - 16' TRAVEL 4.5' WALK 4.5' WALK 5.58' PKWY TBC-WALK 5.58' PKWY TBC-WALK 7' PARKING 1' x 1' CONCRETE EDGE 8' UTIL. ESMT. 8' UTIL. ESMT. ALLEY (PRIVATE) - INVERTED CROWN 12' TRAVEL LANE 24' - 12' TRAVEL LANE 8' UTIL. ESMT. 8' UTIL. ESMT. 7' MIN FENCE SETBACK GENERAL NOTES 1. All materials, workmanship, and construction of ppublic 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 City of Fort Collins. 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 City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins 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 City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins 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 City of Fort Collins, 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 storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins 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 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. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10. The Developer shall coordinate and cooperate with the City of Fort Collins, 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 if 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 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). 17. Prior to final inspection and acceptance by the City of Fort Collins, 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 City of Fort Collins 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 City of Fort Collins 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 Rennat Subdivision dated October 18, 2019 by Northern Engineering Services, Inc., 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 the City of Fort Collins 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 12" W 12" W X SS VAULT ELEC X X X X X IRR WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM UD UD UD LID W S O E T VAULT TELE T LID VAULT TELE W S O H VAULT TELE T VAULT TELE W S O H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC H Y D S S S ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS 12" W 12" W X SS VAULT ELEC X X X X X IRR WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X PROPERTY BOUNDARY (TYP.) MAIL CREEK DITCH UNION PACIFIC RAILROAD DITCH LATERAL NATURAL HABITAT BUFFER ZONE FUTURE PEDESTRIAN BRIDGE 200.00' PUBLIC ACCESS TRAIL EASEMENT 5' TRAIL 5' TRAIL VAULT TELE ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FO FO FO E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E T VAULT TELE W S O H Y D W VAULT ELEC VAULT ELEC H Y D S S S X X X X X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO VAULT TELE T VAULT TELE W S O H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC H Y D S S S ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS X X X X X X X X X X X X X X X X X X X X X X X UD UD UD UD UD UD UD UD UD UD UD UNION PACIFIC RAILROAD DITCH LATERAL 50' NATURAL HABITAT BUFFER PLANNED HANSEN FARM BLOCK 11 LOT 5 LOT 4 LOT 3 LOT 6 200.00' PUBLIC ACCESS TRAIL EASEMENT 5' TRAIL 5' TRAIL 5' TRAIL 5' TRAIL 6' UTILITY EASEMENT PROPERTY BOUNDARY (TYP.) PLANNED PEDESTRIAN CROSSING Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E UD UD UD UD UD UD UD UD UD UD UD UD UD UD X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 6' UTILITY EASEMENT 6' UTILITY EASEMENT 53' ROW 30' FL-FL 20' 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT BLOCK 13 BLOCK 7 BLOCK 7 BLOCK 9 BLOCK 8 BLOCK 9 LOT 7 TRACT F LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 TRACT P LOT 13 LOT 14 LOT 17 LOT 16 LOT 9 LOT 8 LOT 7 LOT 7 LOT 6 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 13 LOT 14 LOT 12 LOT 2 LOT 10 LOT 9 LOT 8 LOT 2 LOT 3 LOT 1 VAULT TELE VAULT F.O. FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E T T T T T T T UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD NATURAL HABITAT BUFFER ZONE 53' ROW 53' ROW 30' FL-FL 30' FL-FL 30' EASEMENT REC. NO. 20140004033 H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC S S S X X X X X X X X X X X X X SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V AULT F.O. FO FO FO FO FO FO FO FO FO FO FO FO FO E T T T T T T T T T T T T T T VAULT TELE W S O H Y D X X X X X X X X X X X X X X X X X SS SS SS LID W W W FO FO FO FO FO FO FO FO FO FO FO FO FO T T T T T T T T T T T G G G G W W W W T 60' EASEMENT REC. NO. 20100010642 15' EASEMENT REC. NO. 20110070565 9' UTILITY EASEMENT 9' UTILITY EASEMENT E E E 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 9+75 10+00 11+00 12+00 13+00 14+00 15+00 15+75 STREET A CL EXISTING GROUND PROPOSED GRADE 4966.06 4966.18 4966.31 4966.43 4966.56 4966.68 4966.81 4966.93 4967.06 4967.18 4967.37 4967.67 4968.10 4968.60 4969.10 4969.60 4970.10 4970.60 4971.10 4971.52 4971.64 4971.44 4970.93 2.00% -3.00% 0.50% PVI STA = 10+00.00 PVI ELEV = 4966.06 100.0' VC HP ELEV = 4971.64 HP STA = 14+96.68 PVI STA = 15+06.68 PVI ELEV = 4972.24 BVCS: 14+56.68 BVCE: 4971.24 EVCS: 15+56.68 EVCE: 4970.74 A.D. = 5.00 K = 20.00 75.0' VC PVI STA = 12+63.65 PVI ELEV = 4967.38 BCVS: 12+26.15 BVCE: 4967.19 STA. = 18+97.04 (MISTY MEADOW DRIVE) STA. = 10+00.00 (CROAKING TOAD DRIVE) 53' ROW 30' FL-FL (MISTY MEADOW DRIVE) (WINDY WILLOW DRIVE) STA. = 21+38.04 (MISTY MEADOW DRIVE) STA. = 10+00.00 (FLYING MALLARD DRIVE) MISTY MEADOW DR LOT 4 LOT 15 LOT 14 LOT 1 LOT 2 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 7 LOT 6 LOT 5 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 TRACT S DUA&EAE TRACT D DUA&EAE FLYING MALLARD DR SEE SHEET R8 PROPOSED DRIVE OVER CURB AND GUTTER BLOCK 12 BLOCK 12 BLOCK 12 BLOCK 10 BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 13 PROPOSED 5' CROSS PAN TRACT A DRAINAGE EASEMENT E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G ∆ 30' FL-FL 53' ROW STA. = 23+79.04 (MISTY MEADOW DRIVE) STA. = 24+50.83 (WINDY WILLOW DRIVE) MISTY MEADOW DR LOT 2 LOT 11 LOT 1 LOT 2 LOT 4 LOT 3 LOT 1 LOT 15 LOT 12 LOT 10 LOT 11 LOT 9 LOT 8 LOT 7 LOT 15 LOT 6 LOT 5 TRACT T DUE TRACT M TRACT D DUA&EAE ZEPHYR RD SEE SHEET R11 BLOCK 5 BLOCK 4 ZEPHYR RD SEE SHEET R11 E E E E E E E E E E E E E E E E E E E E E E E E E E E LOT 15 LOT 17 LOT 16 LOT 3 LOT 1 LOT 2 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 14 LOT 12 LOT 2 LOT 10 LOT 9 LOT 2 LOT 1 LOT 3 LOT 1 53' ROW 30' FL-FL TRACT S DUA&EAE BLOCK 7 BLOCK 9 BLOCK 8 BLOCK 13 BLOCK 14 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G STA. = 17+04.78 (DANCING CATTAIL DRIVE) STA. = 16+96.43 (FLYING MALLARD DRIVE) LOT 3 LOT 1 LOT 2 LOT 12 LOT 11 LOT 13 LOT 3 LOT 2 LOT 1 53' ROW 30' FL-FL TRACT D DUA&EAE BLOCK 14 BLOCK 15 BLOCK 16 E E E E E E E G G G G G G G E E E E E E E E E G G G G G G E E E E G G G G FLYING MALLARD DR SEE SHEET R8 DANCING CATTAIL DR PROPOSED DRIVE OVER CURB AND GUTTER 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT PC: 19+10.78 ∆ ∆ LOT 6 LOT 8 LOT 9 LOT 1 LOT 2 LOT 6 LOT 3 LOT 7 LOT 4 LOT 5 LOT 3 LOT 4 LOT 5 LOT 6 STA. = 10+00.00 (CROAKING TOAD DRIVE) STA. = 18+97.04 (MISTY MEADOWS DRIVE) STA. = 18+72.78 (CROAKING TOAD DRIVE) STA. = 14+63.78 (DANCING CATTAIL DRIVE) ∆ LOT 10 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 74 LOT 13 LOT 14 LOT 17 LOT 6 LOT 16 LOT 7 LOT 12 LOT 8 LOT 11 LOT 10 LOT 14 LOT 13 LOT 8 LOT 9 LOT 2 LOT 3 LOT 1 LOT 4 LOT 7 LOT 6 LOT 5 TRACT P TRACT S DUA&EAE TRACT A DRAINAGE EASEMENT 53' ROW 30' FL-FL PROPOSED 2' CONCRETE PAN BP: 10+00.00 PC: 11+17.39 PT: 16+51.60 BLOCK 9 BLOCK 13 BLOCK 9 E E E E X X X X X X LOT 1 LOT 2 EP: 27+06.82 PROPERTY BOUNDARY (TYP.) E E E E E E E E E E E G G G G G G G G G E E E G END OF ROADWAY MARKER DANCING CATTAIL DR SEE SHEET R4 PRAIRIE HILL DRIVE DANCING CATTAIL DR SEE SHEET R4 CROAKING TOAD DR 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+25 0.50% -0.50% 0.50% PVI STA = 26+77.39 PVI ELEV = 4947.00 75.0' VC HP ELEV = 4948.18 HP STA = 20+15.87 PVI STA = 20+15.87 PVI ELEV = 4948.27 BVCS: 19+78.37 BVCE: 4948.08 EVCS: 20+53.37 EVCE: 4948.08 A.D. = 1.00 STA. = 10+00.00 (FLYING MALLARD DRIVE) STA. = 21+38.04 (MISTY MEADOW DRIVE) ∆ 57' ROW 36' FL-FL DANCING CATTAIL DR SEE SHEET R4 LOT 17 LOT 3 LOT 6 LOT 7 LOT 82 LOT 5 LOT 4 LOT 1 LOT 2 LOT 12 LOT 10 LOT 8 LOT 11 LOT 15 LOT 13 LOT 14 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 9 LOT 6 LOT 7 LOT 8 LOT 12 LOT 10 LOT 11 LOT 13 LOT 8 LOT 7 LOT 12 LOT 11 LOT 2 LOT 9 LOT 5 TRACT G TRACT Q TRACT I TRACT S DUA&EAE TRACT D DUA&EAE MISTY MEADOW DR SEE SHEET R2 DANCING CATTAIL DR SEE SHEET R5 4960 4965 4970 4975 4980 4985 4960 4965 4970 4975 4980 4985 9+50 10+00 11+00 12+00 13+00 13+50 -4.40% -2.20% 2.00% 2.40% PVI STA = 10+00.00 PVI ELEV = 4971.64 PVI STA = 10+13.83 PVI ELEV = 4971.33 PVI STA = 10+16.84 PVI ELEV = 4971.26 PVI STA = 10+19.84 PVI ELEV = 4971.33 PVI STA = 10+31.84 PVI ELEV = 4971.57 PVI STA = 13+03.12 PVI ELEV = 4967.67 136.0' VC HP ELEV = 4973.35 HP STA = 11+29.98 PVI STA = 11+49.98 PVI ELEV = 4974.41 BVCS: 10+81.98 BVCE: 4972.78 EVCS: 12+17.98 EVCE: 4971.42 A.D. = 6.80 K = 20.00 -4.40% -2.20% 2.00% 2.40% PVI STA = 10+00.00 PVI ELEV = 4971.64 PVI STA = 10+13.83 PVI ELEV = 4971.33 PVI STA = 10+16.84 PVI ELEV = 4971.26 PVI STA = 10+19.84 PVI ELEV = 4971.33 PVI STA = 10+31.84 PVI ELEV = 4971.57 PVI STA = 13+03.12 PVI ELEV = 4967.67 136.0' VC HP ELEV = 4973.35 HP STA = 11+29.98 PVI STA = 11+49.98 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 PVI STA = 10+19.73 PVI ELEV = 4962.45 PVI STA = 18+69.31 PVI ELEV = 4962.49 -1.50% 3.00% -3.50% PVI STA = 10+19.73 PVI ELEV = 4962.45 PVI STA = 18+69.31 PVI ELEV = 4962.49 270.0' VC LP ELEV = 4961.48 LP STA = 11+29.50 PVI STA = 11+74.50 PVI ELEV = 4960.13 BCVS: 10+39.50 BVCE: 4962.16 ECVS: 13+09.50 EVCE: 4964.18 A.D. = 4.50 K = 60.00 4962.37 4962.01 4961.73 4961.55 4961.48 4961.52 4961.65 4961.89 4962.24 4962.69 4963.24 4963.90 4964.65 4965.40 4966.15 4966.89 4967.54 4968.10 4968.54 4968.89 4969.13 4969.26 4969.29 4969.22 4969.04 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+50 PVI STA = 24+25.06 PVI ELEV = 4955.48 0.55% PVI STA = 24+25.06 PVI ELEV = 4955.48 283.5' VC LP ELEV = 4954.47 LP STA = 22+21.17 PVI STA = 21+17.92 PVI ELEV = 4953.79 BCVS: 19+76.17 BVCE: 4958.75 ECVS: 22+59.67 EVCE: 4954.57 A.D. = 4.05 K = 70.00 4957.96 4955.52 4954.50 4954.79 4955.34 4958.80 4957.22 4956.56 4955.99 4955.13 4954.83 4954.62 4954.47 4954.53 4954.66 4954.93 4955.07 4955.21 4955.48 PROPOSED GRADE EXISTING GROUND 15" RCP STA.=22+21.17 INV.=4949.20 15" RCP STA.=21+79.22 INV.=4948.73 PT: 24+16.71 EP: 29+20.67 AUTUMN BREEZE CT LOT 10 LOT 9 LOT 8 LOT 5 LOT 4 LOT 3 LOT 6 BLOCK 8 LOT 7 R50'' 48.58 47.67 48.32 49.00 HP 48.00 2.1% 1.3% 1.1% 0.9% 1.0% 1.0% 1.1% 0.5% 1.0% 1.0% 0.5% 2.8% 1.1% 2.6% 2.3% 2.1% 1.5% 1.9% 4.5' SIDEWALK 47.71 47.00 46.67 46.58 46.72 1.0% 0.0% LOT 16 MISTY MEADOW DR R50'' 65.56 64.75 64.89 65.90 65.40 65.64 65.01 0.5% 0.4% 1.3% 2.7% 2.2% 0.7% 12" W 12" W X SS VAULT ELEC X X X X X IRR WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G V AULT TELE T VAULT TELE W S O H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC H Y D S S S ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E T T T T T T T T T T T G G G G G G T T T W W W W W W W X X X X X X X X X X X X X X X X X X 4 1 2 3 6b 8 10 OS1 11a 4 11b 1 2 5 6b 7b 8 3 13 12 12 10 9 9 5 7b 11b OS1 6a 7a 7a 6a 11a MISTY MEADOW DR DANCING CATTAIL DR CROAKING TOAD DR FLYING MALLARD DR WINDY WILLOW DR MISTY MEADOW DR ZEPHYR RD FALLEN BRANCH DR AUTUMN BREEZE CT DITCH LATERAL UNION-PACIFIC RAILROAD EXISTING DETENTION POND DETENTION POND 1 RED WILLOW DRIVE DANCING CATTAIL DR 13 WATER QUALITY POND 1 WATER QUALITY POND 2 RAIN GARDEN 1 X X X X X X X Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 DR1 DRAINAGE EXHIBIT 28 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH MATCHLINE-THIS SHEET MATCHLINE-THIS SHEET LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 1 B2 1.45 ac 1 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 2-yr Tc (min) 100-yr Tc (min) Q2 (cfs) Q100 (cfs) 1 1 4.34 0.54 0.67 14.1 14.1 4.5 19.5 2 2 3.33 0.52 0.65 12.8 12.8 3.5 15.3 3 3 4.32 0.60 0.75 13.9 13.9 5.1 22.1 4 4 23.91 0.37 0.46 11.2 11.2 18.8 81.8 5 5 1.54 0.59 0.74 14.7 14.7 1.7 7.5 6a 6a 0.73 0.60 0.75 11.4 11.4 0.9 4.1 6b 6b 2.26 0.53 0.66 13.5 13.5 2.4 10.3 7a 7a 1.10 0.54 0.68 12.6 12.6 1.2 5.3 7b 7b 3.83 0.54 0.67 14.2 14.2 4.0 17.3 8 8 1.72 0.54 0.67 12.5 12.5 1.9 8.3 9 9 1.57 0.57 0.71 14.9 14.9 1.7 7.3 10 10 0.09 0.63 0.79 6.4 6.4 0.1 0.6 11a 11a 2.23 0.60 0.75 13.3 13.3 2.6 11.6 11b 11b 0.95 0.37 0.46 10.4 10.4 0.8 3.4 12 12 3.05 0.52 0.65 15.5 15.5 2.9 12.8 13 13 2.51 0.59 0.74 13.0 13.0 2.9 12.9 OS1 OS1 0.34 0.71 0.88 13.0 13.0 0.5 2.1 0.6% 0.7% 0.8% 1.0% 0.5% 0.9% 1.1% 1.2% 0.9% 64.46 4.5' SIDEWALK 4.5' SIDEWALK LOT 17 LOT 5 LOT 4 LOT 6 LOT 3 LOT 6 BLOCK 10 BLOCK 11 65.64 66.06 2.2% 2.2% LOT 11 LOT 10 LOT 9 LOT 13 LOT 14 LOT 12 LOT 1 LOT 2 DANCING CATTAIL DR R50'' 45.78 46.00 45.00 45.80 45.77 0.9% 1.1% 1.0% 0.9% 0.5% 0.5% 1.2% 1.1% 1.0% 44.20 45.23 45.86 53' ROW 30' ROW 2.0% 0.1% 0.1% BLOCK 7 BLOCK 8 4.5' SIDEWALK 4.5' SIDEWALK 46.26 45.95 45.96 2.2% 2.2% 46.37 LOT 3 LOT 2 LOT 7 LOT 1 36' R20' R58' STREET WIDTH TRANSITION R50' 30' 45.5' 47.5' PROJECTED FLOWLINE CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM INT1 INTERSECTION DETAILS ---- A B C A INTERSECTION DETAIL B INTERSECTION DETAIL C INTERSECTION DETAIL D INTERSECTION DETAIL D H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC S S X X SS SS SS SS SS E G G G T T T W W W W W W RED WILLOW DR ROSEN DRIVE SIGHT DISTANCE PC: 18+69.31 PT: 24+16.71 S SS SS T W W STA. = 20+55.65 (ZEPHYR RD) STA. = 27+57.92 (MISTY MEADOW DRIVE) 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK PROPOSED VERTICAL CURB AND GUTTER ROSEN DRIVE MISTY MEADOW DR SEE SHEET R3 5' BIKE LANE 5' BIKE LANE 8' PARKING 8' PARKING 3 A 5 5 PROPOSED STORM DRAIN 9' UTILITY EASEMENT ∆∆∆∆∆∆ 76' ROW 54' FL-FL 11' TRAVEL LANE 11' TRAVEL LANE SIGHT DISTANCE ZEPHYR RD NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 LINE MATCH STA 24+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE LINE MATCH STA 24+00 LINE MATCH STA 19+50 NORTH CENTERLINE ZEPHYR RD SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM G G 8" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE DOUBLE YELLOW LINE 4" SOLID LINE, 4" DASHED LINE; 4" APART STRIPING LEGEND: PAVEMENT STRIPING AND MARKINGS: 6" SOLID WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 1 3 4 5 A 2 8" DASHED WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING 24" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) C B D E 3' STRIPE, 9' GAP 6 6" DOTTED WHITE LINE 7 4" SOLID YELLOW LINE F 18" x 12' CROSS-WALK ON LANE LINES 3' STRIPE, 9' GAP 8 4" WHITE LINE 10' STRIPE, 30' GAP R11 PLAN & PROFILE ZEPHYR RD 26 4968.76 4968.38 4967.89 4967.29 4966.60 4965.79 4964.92 4964.05 4963.17 4962.30 4961.42 4960.55 TIE TO SOUTH CURB & GUTTER STA.=14+96.14 EL. = 4968.842 TIE TO NORTH CURB & GUTTER STA.=15+50.27 EL. = 4969.263 FUTURE GRADE EXISTING GROUND PROPOSED GRADE 390.0' VC HIGH PT ELEV = 4969.30 HIGH PT STA = 15+70.00 PVI STA = 15+85.00 PVI ELEV = 4972.45 A.D. = 6.50 K = 60.00 BVCS: 13+90 BVCE: 4966.60 EVCS: 17+80 EVCE: 4965.62 / / / / / / / / / / / / / / / / BP: 10+00.00 PC: 18+69.31 16" W 16" W 16" W 16" W CTV CTV CTV CTV FO T 8" W T S T S E E E E E E E T ZEPHYR RD (MISTY MEADOW DRIVE) 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT PLANNED HANSEN FARM 3 TIMBERLINE ROAD BURLEY TREE DRIVE 11' TRAVEL LANE 5' BIKE LANE 5' BIKE LANE 8' PARKING 8' PARKING A 5 5 ZEPHYR RD PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER EXISTING STRIPING EXISTING 30" VERTICAL CURB & GUTTER 76' ROW DITCH LATERAL 76' ROW 54' FL-FL 15' EASEMENT REC. NO. 20140004033 54' FL-FL 11' TRAVEL LANE R10 PLAN & PROFILE ZEPHYR RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH LINE MATCH STA 19+50 CENTERLINE ZEPHYR RD SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCH LINE SEE SHEET R11 STA 19+50 G G 8" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE DOUBLE YELLOW LINE 4" SOLID LINE, 4" DASHED LINE; 4" APART STRIPING LEGEND: PAVEMENT STRIPING AND MARKINGS: 6" SOLID WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 1 3 4 5 A 2 8" DASHED WHITE LINE PREFORMED PLASTIC PAVEMENT MARKING 24" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) C B D E 3' STRIPE, 9' GAP 6 6" DOTTED WHITE LINE 7 4" SOLID YELLOW LINE F 18" x 12' CROSS-WALK ON LANE LINES 3' STRIPE, 9' GAP 8 4" WHITE LINE 10' STRIPE, 30' GAP SIGHT DISTANCE PVI ELEV = 4974.41 BVCS: 10+81.98 BVCE: 4972.78 EVCS: 12+17.98 EVCE: 4971.42 A.D. = 6.80 K = 20.00 4971.64 4971.44 4972.01 4972.61 4973.13 4973.35 4973.25 4972.85 4972.13 4971.11 4970.01 4968.91 4967.81 TIE TO EXISTING ASPHALT PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 24"x36" STA.=12+15.74 INV.=4967.93 FUTURE GRADE FO FO FO FO FO FO E E E E E E FALLEN BRANCH DR 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT LOT 1 LOT 8 LOT 6 LOT 7 LOT 9 LOT 16 LOT 15 BP: 10+00.00 STA. = 10+00.00 (FALLEN BRANCH DRIVE) STA. = 14+96.68 (MISTY MEADOW DRIVE) MISTY MEADOW DR SEE SHEET R1 MISTY MEADOW DR SEE SHEET R2 PROPOSED DRIVE OVER CURB AND GUTTER PLANNED HANSEN FARM PLANNED HANSEN FARM PLANNED 24"x36" RCBC BLOCK 12 BLOCK 11 BLOCK 10 TRACT A DRAINAGE EASEMENT DITCH LATERAL "STOP" SIGN w/ STREET NAMES KNOBBY PINE DRIVE KNOBBY PINE DRIVE 30' EASEMENT REC. NO. 20140004033 15' EASEMENT REC. NO. 20110070565 36' FL-FL 59' ROW CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE FALLEN BRANCH DR SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM E R9 PLAN & PROFILE FALLEN BRANCH DR ---- LOT 13 PROPOSED VERTICAL CURB AND GUTTER BLOCK 14 BLOCK 14 BLOCK 15 BLOCK 15 "STOP" SIGN w/ STREET NAMES E E E E E E E E E G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT BP: 10+00.00 EP: 16+96.43 PC: 11+17.39 PT: 14+75.24 MISTY MEADOW DR SEE SHEET R2 PROPOSED STORM DRAIN 5' TRAIL 5' TRAIL 5' TRAIL TRACT H FLYING MALLARD DR STA. = 16+96.43 (FLYING MALLARD DRIVE) STA. = 17+04.78 (DANCING CATTAIL DRIVE) 4945 4950 4955 4960 4965 4970 4945 4950 4955 4960 4965 4970 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+25 -2.20% 2.20% -2.00% -6.00% -0.50% -2.00% PVI STA = 10+00.00 PVI ELEV = 4965.71 PVI STA = 10+13.83 PVI ELEV = 4965.40 PVI STA = 16+96.43 PVI ELEV = 4949.11 PVI STA = 16+76.59 PVI ELEV = 4948.80 PVI STA = 16+79.59 PVI ELEV = 4948.73 PVI STA = 16+82.59 PVI ELEV = 4948.80 80.0' VC PVI STA = 11+08.83 PVI ELEV = 4963.50 BVCS: 10+68.83 BVCE: 4964.30 EVCS: 11+48.83 EVCE: 4961.10 A.D. = 4.00 K = 20.00 50.0' VC PVI STA = 16+26.59 PVI ELEV = 4949.80 BVCS: 16+01.59 BVCE: 4949.93 EVCS: 16+51.59 EVCE: 4949.30 A.D. = 1.50 K = 33.33 165.0' VC PVI STA = 13+10.87 PVI ELEV = 4951.38 BCVS: 12+28.37 BVCE: 4956.33 ECVS: 13+93.37 EVCE: 4950.97 A.D. = 5.50 K = 30.00 PROPOSED GRADE EXISTING GROUND 4965.71 4965.18 4964.68 4964.17 4963.44 4962.39 4961.03 4959.53 4958.03 4956.53 4955.11 4953.89 4952.89 4952.09 4951.50 4951.12 4950.93 4950.81 4950.68 4950.56 4950.43 4950.31 4950.18 4950.06 4949.93 4949.73 4949.33 4948.83 PROPOSED GRADE EXISTING GROUND CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE FLYING MALLARD DR SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM D R8 PLAN & PROFILE FLYING MALLARD DR 23 K = 75.00 75.0' VC LP ELEV = 4946.07 LP STA = 24+73.58 PVI STA = 24+73.58 PVI ELEV = 4945.98 BCVS: 24+36.08 BVCE: 4946.17 ECVS: 25+11.08 EVCE: 4946.17 A.D. = 1.00 K = 75.00 0.50% -0.50% 0.50% PVI STA = 26+77.39 PVI ELEV = 4947.00 75.0' VC HP ELEV = 4948.18 HP STA = 20+15.87 PVI STA = 20+15.87 PVI ELEV = 4948.27 BVCS: 19+78.37 BVCE: 4948.08 EVCS: 20+53.37 EVCE: 4948.08 A.D. = 1.00 K = 75.00 75.0' VC LP ELEV = 4946.07 LP STA = 24+73.58 PVI STA = 24+73.58 PVI ELEV = 4945.98 BCVS: 24+36.08 BVCE: 4946.17 ECVS: 25+11.08 EVCE: 4946.17 A.D. = 1.00 K = 75.00 4948.16 4947.85 4947.35 4946.85 4946.35 4946.12 4946.61 4947.82 4947.94 4948.07 4948.17 4948.10 4947.97 4947.72 4947.60 4947.47 4947.22 4947.10 4946.97 4946.72 4946.60 4946.47 4946.22 4946.11 4946.07 4946.24 4946.36 4946.49 4946.74 4946.86 4946.99 PROPOSED GRADE (TO REMAIN HIGH AS EMERGENCY OUTFALL ELEVATION FOR SITE IS ESTIMATED TO BE APPROXIMATELY 4945') EXISTING GROUND PROPOSED GRADE EXISTING GROUND NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 LINE MATCH STA 19+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE CROAKING TOAD DR SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R6 STA 19+00 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM R7 PLAN & PROFILE CROAKING TOAD DR 22 C C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G TRACT F PROPOSED DRIVE OVER CURB AND GUTTER PROPOSED STORM DRAIN 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT CROAKING TOAD DR MISTY MEADOW DR SEE SHEET R2 MISTY MEADOW DR SEE SHEET R2 DANCING CATTAIL DR SEE SHEET R4 5' TRAIL 5' TRAIL TRACT G 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -2.20% 0.50% 2.00% 0.50% -0.50% -2.00% -2.00% -6.00% PVI STA = 18+72.78 PVI ELEV = 4947.55 PVI STA = 16+20.45 PVI ELEV = 4945.54 165.0' VC PVI STA = 13+47.08 PVI ELEV = 4947.66 BCVS: 12+64.58 BVCE: 4952.61 ECVS: 14+29.58 EVCE: 4947.25 A.D. = 5.50 K = 30.00 -2.20% 0.50% 2.00% 0.50% -0.50% -2.00% -2.00% -6.00% PVI STA = 10+00.00 PVI ELEV = 4963.96 PVI STA = 10+13.83 PVI ELEV = 4963.65 PVI STA = 18+72.78 PVI ELEV = 4947.55 PVI STA = 16+20.45 PVI ELEV = 4945.54 50.0' VC PVI STA = 15+70.45 PVI ELEV = 4946.54 BVCS: 15+45.45 BVCE: 4946.67 EVCS: 15+95.45 EVCE: 4946.04 A.D. = 1.50 K = 33.33 50.0' VC PVI STA = 16+70.45 PVI ELEV = 4946.54 BVCS: 16+45.45 BVCE: 4946.04 EVCS: 16+95.45 EVCE: 4946.67 A.D. = 1.50 K = 33.33 80.0' VC PVI STA = 11+13.83 PVI ELEV = 4961.65 BVCS: 10+73.83 BVCE: 4962.45 EVCS: 11+53.83 EVCE: 4959.25 A.D. = 4.00 K = 20.00 165.0' VC PVI STA = 13+47.08 PVI ELEV = 4947.66 BCVS: 12+64.58 BVCE: 4952.61 ECVS: 14+29.58 EVCE: 4947.25 A.D. = 5.50 K = 30.00 4963.96 4961.76 4956.48 4950.69 4947.54 4946.89 4945.95 4946.69 4947.19 4963.43 4962.93 4962.43 4960.78 4959.48 4957.98 4954.98 4953.48 4952.00 4949.59 4948.70 4948.02 4947.27 4947.14 4947.02 4946.77 4946.64 4946.39 4945.63 4946.13 4946.50 4946.82 4946.94 4947.07 4947.32 4947.44 4947.57 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH LINE MATCH STA 19+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE CROAKING TOAD DR SCALE : 1" = 40' (H) 1" = 5' (V) KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM C C R6 PLAN & PROFILE CROAKING TOAD DR 21 MATCH LINE SEE SHEET R7 STA 19+00 LOT 2 LOT 10 LOT 7 LOT 11 LOT 1 TRACT T DUE BLOCK 16 BLOCK 16 BLOCK 5 BLOCK 16 E E E E E E G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G PROPOSED VERTICAL CURB AND GUTTER 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT PROPOSED STORM DRAIN "STOP" SIGN w/ STREET NAMES EP: 24+50.83 PC: 19+10.78 PC: 21+51.96 PT: 19+65.76 PT: 23+33.45 WINDY WILLOW DR 57' ROW 36' FL-FL STA. = 24+50.83 (WINDY WILLOW DRIVE) STA. = 23+79.04 (MISTY MEADOW DRIVE) 5' TRAIL 5' TRAIL TRACT J TRACT I 4940 4945 4950 4955 4960 4965 4940 4945 4950 4955 4960 4965 16+50 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+75 2.20% 0.50% 6.00% 2.00% PVI STA = 24+50.83 PVI ELEV = 4962.87 PVI STA = 24+37.00 PVI ELEV = 4962.57 80.0' VC PVI STA = 23+38.00 PVI ELEV = 4960.59 BVCS: 22+98 BVCE: 4958.19 EVCS: 23+78 EVCE: 4961.39 A.D. = 4.00 K = 20.00 165.0' VC PVI STA = 21+86.77 PVI ELEV = 4951.52 BCVS: 21+04.27 BVCE: 4951.10 ECVS: 22+69.27 EVCE: 4956.47 A.D. = 5.50 K = 30.00 4949.08 4949.58 4950.08 4950.58 4951.08 4953.11 4958.31 4961.83 4948.96 4949.21 4949.33 4949.46 4949.71 4949.83 4949.96 4950.21 4950.33 4950.46 4950.71 4950.83 4950.96 4951.28 4951.68 4952.29 4954.14 4955.37 4956.81 4959.63 4960.63 4961.33 4962.33 4962.86 15" RCP STA.=22+52.38 INV.=4946.65 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 LINE MATCH STA 16+50 NORTH LINE MATCH STA 19+00 LINE MATCH STA 19+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE WINDY WILLOW DR SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R4 STA 16+50 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM B B B2 R5 PLAN & PROFILE DANCING CATTAIL DR & WINDY WILLOW DR 20 CENTERLINE DANCING CATTAIL DR SCALE : 1" = 40' (H) 1" = 5' (V) G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E G G G G G G G G G G G STA. = 11+54.75 (DANCING CATTAIL DRIVE) STA. = 10+35.00 (AUTUMN BREEZE COURT) DANCING CATTAIL DR AUTUMN BREEZE CT SEE SHEET INT1 CROAKING TOAD DR SEE SHEET R6 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT PROPOSED DRIVE OVER CURB AND GUTTER CURB CUT & CONCRETE RUNDOWN "STOP" SIGN w/ STREET NAMES "STOP" SIGN w/ STREET NAMES STA. = 14+63.78 (DANCING CATTAIL DRIVE) STA. = 18+72.79 (CROAKING TOAD DRIVE) BP: 10+00.00 4935 4940 4945 4950 4955 4960 4935 4940 4945 4950 4955 4960 9+75 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 4946.28 4946.78 4947.28 4947.78 4948.04 4947.58 4948.58 4946.40 4946.53 4946.65 4946.90 4947.03 4947.15 4947.40 4947.53 4947.65 4947.90 4948.03 4948.15 4947.63 4947.25 4947.31 4948.04 4948.32 4948.46 4948.71 2.20% -2.20% 2.00% 0.50% -2.00% 0.50% PVI STA = 10+00.00 PVI ELEV = 4946.28 PVI STA = 14+43.95 PVI ELEV = 4947.25 PVI STA = 14+46.95 PVI ELEV = 4947.18 PVI STA = 14+49.95 PVI ELEV = 4947.25 PVI STA = 14+63.78 PVI ELEV = 4947.55 PVI STA = 14+77.62 PVI ELEV = 4947.25 PVI STA = 14+80.62 PVI ELEV = 4947.18 PVI STA = 14+83.62 PVI ELEV = 4947.25 50.0' VC HP ELEV = 4948.15 HP STA = 13+78.96 PVI STA = 13+93.95 PVI ELEV = 4948.25 BVCS: 13+68.95 BVCE: 4948.12 EVCS: 14+18.95 EVCE: 4947.75 A.D. = 2.50 K = 20.00 50.0' VC PVI STA = 15+33.62 PVI ELEV = 4948.25 BVCS: 15+08.62 BVCE: 4947.75 EVCS: 15+58.62 EVCE: 4948.37 A.D. = 1.50 K = 33.33 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH LINE MATCH STA 16+50 CENTERLINE DANCING CATTAIL DR SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R5 STA 16+50 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM B B B2 R4 PLAN & PROFILE DANCING CATTAIL DR 19 E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E G G G G G "STOP" SIGN w/ STREET NAMES 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK EP: 27+57.92 PC: 24+00.35 PT: 25+81.47 STA. = 27+57.92 (MISTY MEADOW DRIVE) STA. = 20+55.15 (ZEPHYR RD) WINDY WILLOW DR SEE SHEET R5 PROPOSED DRIVE OVER CURB AND GUTTER 4950 4955 4960 4965 4970 4975 4950 4955 4960 4965 4970 4975 23+00 24+00 25+00 26+00 27+00 28+00 29+00 EXISTING GROUND PROPOSED GRADE 1.86% -2.00% PVI STA = 27+24.87 PVI ELEV = 4955.96 PVI STA = 27+28.87 PVI ELEV = 4955.86 PVI STA = 27+32.88 PVI ELEV = 4955.96 PVI STA = 27+57.92 PVI ELEV = 4956.42 4963.95 4963.45 4962.95 4962.45 4961.95 4961.45 4960.95 4960.45 4959.95 4959.45 4958.95 4958.45 4957.95 4957.45 4956.95 4956.45 4955.95 4956.28 PROPOSED GRADE EXISTING GROUND NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 LINE MATCH STA 23+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R2 STA 24+00 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM A A R3 PLAN & PROFILE MISTY MEADOW DR 18 A CENTERLINE MISTY MEADOW DR SCALE : 1" = 40' (H) 1" = 5' (V) G G G G G G G G G G G G E E E E E E E E E G G G G G E E E E E E E E E G G G G G G G G "STOP" SIGN w/ STREET NAMES "STOP" SIGN w/ STREET NAMES 9' UTILITY EASEMENT 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 5' TRAIL CROAKING TOAD DR SEE SHEET R7 4955 4960 4965 4970 4975 4980 4955 4960 4965 4970 4975 4980 15+75 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 EXISTING GROUND PROPOSED GRADE 4969.46 4967.23 4965.23 4964.02 4965.02 4965.52 4965.95 4968.80 4968.23 4967.73 4966.73 4966.23 4965.73 4964.73 4964.23 4963.73 4964.48 4964.76 4964.89 4965.14 4965.27 4965.39 4965.64 4965.77 4965.89 4965.80 4965.45 4964.95 -2.00% 2.00% 0.50% -3.00% -2.00% PVI STA = 18+77.20 PVI ELEV = 4963.68 PVI STA = 18+80.20 PVI ELEV = 4963.61 PVI STA = 18+83.20 PVI ELEV = 4963.68 50.0' VC PVI STA = 19+33.20 PVI ELEV = 4964.68 BVCS: 19+08.20 BVCE: 4964.18 EVCS: 19+58.20 EVCE: 4964.81 A.D. = 1.50 K = 33.33 75.0' VC HP ELEV = 4965.95 HP STA = 21+95.04 PVI STA = 22+17.54 PVI ELEV = 4966.10 BVCS: 21+80.04 BVCE: 4965.92 EVCS: 22+55.04 EVCE: 4965.35 A.D. = 2.50 K = 30.00 75.0' VC PVI STA = 16+21.26 PVI ELEV = 4968.80 BCVS: 15+83.76 BVCE: 4969.93 ECVS: 16+58.76 EVCE: 4968.05 A.D. = 1.00 K = 75.00 PROPOSED GRADE EXISTING GROUND NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 LINE MATCH STA 15+75 LINE MATCH STA 23+00 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R1 STA 15+75 MATCH LINE SEE SHEET R3 STA 23+00 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM A A R2 PLAN & PROFILE MISTY MEADOW DR 17 A CENTERLINE MISTY MEADOW DR SCALE : 1" = 40' (H) 1" = 5' (V) ECVS: 13+01.15 EVCE: 4968.13 A.D. = 1.50 K = 50.00 PROPOSED GRADE EXISTING GROUND ∆ 53' ROW 30' FL-FL 30' FL-FL 53' ROW MISTY MEADOW DR MISTY MEADOW DR LOT 1 LOT 8 LOT 6 LOT 7 LOT 12 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 10 LOT 11 LOT 9 LOT 16 LOT 15 LOT 13 LOT 14 LOT 12 LOT 11 LOT 9 LOT 10 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 3 TRACT A DRAINAGE EASEMENT PROPOSED DRIVE OVER CURB AND GUTTER PROPOSED DRIVE OVER CURB AND GUTTER BLOCK 12 BLOCK 10 BLOCK 11 BLOCK 10 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E G G G G G UD UD UD UD UD UD UD UD UD UD UD STA. = 14+96.68 (MISTY MEADOW DRIVE) STA. = 10+00.00 (FALLEN BRANCH DR) FALLEN BRANCH DR SEE SHEET R9 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK BP: 10+00.00 PC: 12+01.15 PT: 13+26.15 PROPOSED STORM DRAIN 5' TRAIL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 NORTH LINE MATCH STA 15+75 CENTERLINE MISTY MEADOW DR SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. PARKWAY WIDTH SHOWN ON THIS SHEET IS MEASURED FROM BACK OF CURB TO FACE OF WALK PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R2 STA 15+50 KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM A A A R1 PLAN & PROFILE MISTY MEADOW DR 16 E E E E E E E E E E E E E 12" W 12" W 12" W 12" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV G FO G X X SS SS SS ST T ELEC ELEC VAULT ELEC ELEC B M X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8" W 8" W IRR IRR IRR IRR IRR T S T S T S T S E E E E E E E E E E LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 15' EASEMENT REC. NO. 20140004033 PLANNED HANSEN FARM TRACT N DU&PAE LOT 3 LOT 4 LOT 8 LOT 7 LOT 6 LOT 5 BLOCK 3 BLOCK 3 ZEPHYR RD ROSEN DRIVE ZEPHYR RD (PLANNED) TIMBERLINE ROAD PROPOSED STORM DRAIN Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G6 GRADING PLAN 15 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G5 G1 G2 G3 G4 G5 G6 G G G G G G G G G G G G T T T T T T T T T ST W W W W W W W W W W W W W W W NATURAL HABITAT BUFFER ZONE 6' UTILITY EASEMENT 53' ROW 57' ROW 76' ROW 54' FL-FL 30' FL-FL 20' 20' 15' EASEMENT REC. NO. 20140004033 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 20' 20' 6' UTILITY EASEMENT BLOCK 1 BLOCK 1 BLOCK 13 BLOCK 14 BLOCK 14 BLOCK 15 BLOCK 15 BLOCK 16 BLOCK 16 BLOCK 5 BLOCK 4 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 12 LOT 13 LOT 10 LOT 11 LOT 9 LOT 8 LOT 7 LOT 3 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 6 LOT 3 LOT 7 LOT 4 LOT 5 LOT 4 LOT 3 TRACT T DUE LOT 1 LOT 2 TRACT J LOT 1 LOT 7 TRACT F LOT 9 LOT 10 LOT 3 LOT 6 LOT 7 TRACT Q LOT 5 LOT 4 LOT 1 LOT 2 LOT 8 LOT 12 LOT 10 LOT 11 LOT 2 LOT 4 LOT 3 LOT 5 LOT 9 LOT 6 LOT 7 LOT 8 LOT 12 LOT 10 LOT 11 LOT 13 LOT 3 LOT 6 LOT 5 LOT 4 LOT 2 LOT 7 LOT 8 LOT 9 TRACT I LOT 8 LOT 9 TRACT H LOT 4 LOT 5 LOT 6 LOT 7 LOT 12 TRACT G LOT 10 LOT 11 LOT 13 LOT 14 LOT 1 LOT 2 LOT 4 LOT 3 LOT 10 LOT 15 LOT 14 DETENTION POND DITCH LATERAL TRACT D DUA&EAE TRACT S DUA&EAE 5' TRAIL 5' TRAIL 5' TRAIL 5' TRAIL 5' TRAIL 5' TRAIL TRACT M TRACT E DGE LOT 11 TRACT N DU&PAE 36' FL-FL 30' FL-FL 53' ROW 57' ROW 36' FL-FL 5' TRAIL LOT 1 LOT 2 LOT 3 LOT 4 LOT 10 LOT 9 LOT 8 LOT 7 LOT 10 LOT 9 LOT 7 LOT 1 LOT 8 LOT 47 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 BLOCK 2 BLOCK 3 BLOCK 3 TRACT K DUA&EAE 5' TRAIL 5' TRAIL 5' UTILITY EASEMENT FLYING MALLARD DR WINDY WILLOW DR MISTY MEADOW DR ZEPHYR RD DANCING CATTAIL DR ROSEN DRIVE RED WILLOW DRIVE LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 BLOCK 6 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN 18.4% 24.2% 22.7% 24.2% 4.9% 6.1% 6.8% 2.8% 6.0% Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G5 GRADING PLAN 14 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G3 MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G6 G1 G2 G3 G4 G5 G6 15' EASEMENT REC. NO. 20110070565 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 20' 15' UTILITY EASEMENT REC. NO. 20110070565 30' UTILITY EASEMENT REC. NO. 20100004033 UD UD UD UD UD UD UD UD UD BLOCK 12 BLOCK 12 LOT 1 LOT 2 LOT 3 LOT 4 LOT 15 LOT 14 LOT 6 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 LOT 15 LOT 14 LOT 13 LOT 3 LOT 13 LOT 2 DITCH LATERAL PLANNED HANSEN FARM 5' TRAIL TRACT U OPEN SPACE/DE 6' UTILITY EASEMENT MISTY MEADOW DR CROAKING TOAD DR PLANNED PEDESTRIAN BRIDGE CROSSING Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G4 GRADING PLAN 13 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G2 G1 G2 G3 G4 G5 G6 LOT 5 LOT 4 LOT 3 LOT 1 LOT 4 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 10 TRACT A DRAINAGE EASEMENT DETENTION POND 5' TRAIL 53' ROW 30' FL-FL 5' TRAIL 5' TRAIL 5' TRAIL 9' UTILITY EASEMENT DANCING CATTAIL DR CROAKING TOAD DR AUTUMN BREEZE CT WATER QUALITY POND 1 WATER QUALITY POND 2 LOT 11 LOT 10 20.00' DRAINAGE EASEMENT PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED FOREBAY PROPOSED SIDEWALK CULVERT PROPOSED FOREBAY PROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CHASE WETLAND BUFFER (TYP.) PROPOSED STORM DRAIN & RAIN GARDEN OUTFALL PROPOSED STORM DRAIN & OUTLET STRUCTURE PROPOSED STORM DRAIN & OUTLET STRUCTURE PROPOSED STORM DRAIN PROPOSED STORM DRAIN STUB FOR FUTURE DEVELOPMENT TRACT B DGE EMERGENCY SPILLWAY LOCATION EMERGENCY SPILLWAY LOCATION 24.6% 15.9% 22.8% 30.0% 25.5% 16.8% 12.6% 4.3% 6.9% GRASS-LINED SWALE KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G3 GRADING PLAN 12 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G5 G1 G2 G3 G4 G5 G6 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 6' UTILITY EASEMENT 30' FL-FL 53' ROW 59' ROW 36' FL-FL 30' EASEMENT REC. NO. 20110070565 67' EASEMENT REC. NO. 20140004033 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT BLOCK 11 BLOCK 9 BLOCK 10 BLOCK 10 BLOCK 11 LOT 2 LOT 8 LOT 7 LOT 5 LOT 4 LOT 3 LOT 6 LOT 1 LOT 3 LOT 8 LOT 6 LOT 5 LOT 7 LOT 12 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 10 LOT 11 LOT 9 LOT 16 LOT 15 LOT 13 LOT 14 LOT 12 LOT 11 LOT 9 LOT 10 LOT 4 LOT 12 LOT 13 LOT 10 LOT 11 LOT 2 3.8% 4.2% 11.8% 8.8% 8.1% 5.6% 17.9% DETENTION POND TRACT A DRAINAGE EASEMENT 5' TRAIL 5' TRAIL 5' TRAIL 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' TRAIL MISTY MEADOW DR FALLEN BRANCH DR RAIN GARDEN 1 5' TRAIL PROPOSED STORM DRAIN PROPERTY BOUNDARY (TYP.) EXISTING 36" IRON PIPE STORM EMERGENCY SPILLWAY LOCATION WETLAND BUFFER (TYP.) PROPOSED STORM DRAIN EMERGENCY SPILLWAY LOCATION 21.1% GRASS-LINED SWALE Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G2 GRADING PLAN 11 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G4 MATCHLINE-SEE SHEET G3 G1 G2 G3 G4 G5 G6 any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 G1 GRADING PLAN 10 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES MATCHLINE-SEE SHEET G2 G1 G2 G3 G4 G5 G6 SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E T T T T T T T T T T T G G G G G G T T T W W W W W W W E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G MISTY MEADOW DR DANCING CATTAIL DR CROAKING TOAD DR FLYING MALLARD DR WINDY WILLOW DR MISTY MEADOW DR ZEPHYR RD FALLEN BRANCH DR AUTUMN BREEZE CT PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN BLOCK 1 BLOCK 16 BLOCK 5 BLOCK 4 BLOCK 12 BLOCK 12 BLOCK 10 BLOCK 10 BLOCK 11 BLOCK 7 BLOCK 9 BLOCK 8 BLOCK 9 BLOCK 9 BLOCK 13 BLOCK 14 BLOCK 15 TRACT S DUA&EAE TRACT D DUA&EAE TRACT B DGE TRACT N DU&PAE TRACT O DU&PAE TRACT M TRACT T DUE TRACT C FUTURE PUBLIC PARK TRACT F TRACT P TRACT Q TRACT G TRACT A DRAINAGE EASEMENT TRACT I TRACT H TRACT J BLOCK 8 12" W 12" W X SS VAULT ELEC X X X X X IRR UD UD UD PLANNED HANSEN FARM PLANNED HANSEN FARM PROPOSED STORM DRAIN DETENTION POND DETENTION POND RED WILLOW DRIVE TRACT U OPEN SPACE/DE TRACT E DGE BLOCK 2 BLOCK 3 PROPOSED STORM DRAIN MANHOLE STUB FOR FUTURE DEVELOPMENT PROPOSED STORM DRAIN WATER QUALITY POND 1 WATER QUALITY POND 2 RAIN GARDEN 1 X X X X EXISTING FENCE TO REMAIN UNION PACIFIC RAILROAD DITCH LATERAL PROPERTY BOUNDARY (TYP.) X X X PLANNED HANSEN FARM Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 OG1 GRADING PLAN OVERALL 9 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH MATCHLINE-THIS SHEET MATCHLINE-THIS SHEET LEGEND: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. CONSTRUCTION ON DITCH LATERAL WILL BE LIMITED FROM OCTOBER 1 TO MAY 1 WHEN NOT IN USE. 8. NO CUTTING OF EARTHWORK WITHIN 5 FEET OF DITCH LATERAL BANK EXCEPT AT THE LOCATIONS OF THE 2 STREET CROSSINGS AND 2 WEIRS. 9. NO DISTURBANCE OF VEGETATED ROOT SYSTEM WITHIN 5 FEET OF TOP OF BANK ALONG DITCH LATERAL. 10. EXISTING CONTOURS ON HANSEN FARM IS AS PLANNED WITH DEVELOPMENT. 11. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM FO FO FO FO FO E E E T T T T T T T T T T T T T T T T T T T T T T G G G G G G G G G G G T T T T T T W W W W W W W W W W W W W W T E 12" W X X SS SS V AULT ELEC X X X X X X X X X X X X X X X X X E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E G G G G G G G E E E E E E E E G G G G G UD UD UD UD UD G G G G WINDY WILLOW DR ZEPHYR RD MISTY MEADOW DR NATURAL HABITAT BUFFER ZONE PLANNED PEDESTRIAN BRIDGE PLANNED TEMP. FH ASSEMBLY AND REDUCER PROPOSED STORM DRAIN 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53' ROW 57' ROW 76' ROW 54' FL-FL 36' FL-FL 30' FL-FL LOT 9 LOT 1 LOT 2 LOT 6 LOT 7 LOT 4 LOT 5 LOT 4 LOT 3 LOT 1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 16 LOT 84 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 3 LOT 15 LOT 14 LOT 12 LOT 13 LOT 10 LOT 11 LOT 9 LOT 8 LOT 7 LOT 5 LOT 4 LOT 1 LOT 2 LOT 1 LOT 10 LOT 11 LOT 2 TRACT T DUE TRACT O DU&PAE TRACT J BLOCK 16 BLOCK 5 BLOCK 4 BLOCK 1 EXISTING 10" PVC SANITARY SSMH 6 INV. IN=4937.49 (NW) INV. OUT=4937.29 (SE) FG=4965.95 SSMH 5 INV. IN=4936.10 (NW) INV. OUT=4935.90 (SE) FG=4960.45 SSMH 2-2C INV. OUT=4936.82 (SW) FG=4960.00 SSMH 4 INV. IN=4934.83 (NW) INV. IN=4934.83 (E) INV. OUT=4934.63 (SW) FG=4956.42 EX. SSMH 1 INV. IN=4933.00 (N) INV. OUT=4932.80 (S) FG=4955.41 SSMH 2-2B INV. IN=4936.46 (NE) INV. OUT=4936.26 (S) FG=4954.99 SSMH 3 INV. IN=4934.18 (NE) INV. IN=4934.28 (SE) INV. OUT=4934.08 (SW) FG=4954.61 SSMH 2 INV. IN=4933.81 (NE) INV. IN=4933.81 (NW) INV. OUT=4933.71 (S) FG=4954.48 SSMH 2-1 INV. IN=4934.43 (W) INV. OUT=4934.23 (SE) FG=4952.00 268.02 LF 8" PVC @ 0.40% 297.44 LF 8" PVC @ 0.40% 177.73 LF 8" PVC @ 0.40% 66.84 LF 8" PVC @ 0.40% 112.51 LF 8" PVC @ 0.40% 104.31 LF 8" PVC @ 0.40% 135.55 LF 8" PVC @ 0.40% 88.70 LF 8" PVC @ 0.40% 132.50 LF 8" PVC @ 0.40% 90.24 LF 8" PVC @ 0.40% 90.24 LF 8" PVC @ 0.40% 8' UTILITY EASEMENT 8' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 6 5' UTILITY EASEMENT PROPOSED FIRE HYDRANT 114.71 LF 8" PVC @ 0.40% SSMH 3-1 INV. IN=4934.94 (S) INV. IN=4934.74 (NE) INV. OUT=4934.74 (NW) FG=4954.62 71.08 LF 8" PVC @ 0.40% SSMH 3-2 INV. IN=4935.42 (E) INV. OUT=4935.22 (N) FG=4955.99 169.38 LF 8" PVC @ 0.40% SSMH 3-3 INV. IN=4936.30 (E) INV. IN=4936.30 (N) INV. OUT=4936.10 (W) FG=4958.48 109.50 LF 8" PVC @ 0.40% PROPOSED STORM DRAINS PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 15' EASEMENT REC. NO. 20140004033 30' EASEMENT REC. NO. 20140004033 15' EASEMENT REC. NO. 20110070565 15' EASEMENT REC. NO. 20140004033 PLANNED 20' GRAVEL ROAD TO REMAIN PLANNED 30' SFCSD EASEMENT 8" PVC WATER PROPOSED STORM DRAIN 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER TIE TO EXISTING WATERLINE EXISTING 10" PVC SANITARY DITCH LATERAL PLANNED HANSEN FARM ZEPHYR RD (PLANNED) ROSEN DRIVE RED WILLOW DRIVE DETENTION POND PROPOSED 8" WATER STUB TRACT M 5' TRAIL 5' TRAIL 5' TRAIL TRACT E DGE 5' WALK 6' UTILITY EASEMENT 5' UTILITY EASEMENT SSMH 3-1C INV. OUT=4936.69 (W) FG=4964.53 236.65 LF 8" PVC @ 0.40% SSMH 3-1B INV. IN=4935.74 (E) INV. OUT=4935.54 (W) FG=4957.71 76.15 LF 8" PVC @ 0.40% SSMH 3-1A INV. IN=4935.24 (E) INV. OUT=4935.04 (SW) FG=4956.17 76.15 LF 8" PVC @ 0.40% 95.00 LF 8" PVC @ 0.40% SSMH 3-3A INV. OUT=4936.68 (S) FG=4958.96 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT LOT 1 LOT 8 LOT 10 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 10 LOT 9 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 TRACT L DU&PAE TIE TO EXISTING WATERLINE TRACT N DU&PAE 8" PVC WATER BLOCK 2 BLOCK 3 BLOCK 3 BLOCK 2 TRACT C FUTURE PUBLIC PARK LOT 3 LOT 1 LOT 2 LOT 3 SSMH 3-4 INV. OUT=4936.74 (W) FG=4959.58 Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 U3 UTILITY PLAN 8 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD EASEMENT LINE 1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCHLINE-SEE SHEET U2 U1 U1 U2 U3 E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E UD UD UD UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD UD UD DANCING CATTAIL DR CROAKING TOAD DR FLYING MALLARD DR WINDY WILLOW DR MISTY MEADOW DR AUTUMN BREEZE CT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED STORM DRAIN 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 53' ROW 57' ROW 53' ROW 53' ROW 30' FL-FL 36' FL-FL 30' FL-FL 30' FL-FL LOT 8 LOT 9 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 1 LOT 2 LOT 3 LOT 12 LOT 13 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 74 LOT 13 LOT 14 LOT 17 LOT 16 LOT 3 LOT 6 LOT 7 LOT 82 LOT 5 LOT 4 LOT 1 LOT 2 LOT 8 LOT 12 LOT 10 LOT 11 LOT 15 LOT 13 LOT 14 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 9 LOT 6 LOT 7 LOT 8 LOT 12 LOT 10 LOT 11 LOT 13 LOT 3 LOT 6 LOT 5 LOT 4 LOT 2 LOT 10 LOT 7 LOT 7 LOT 6 TRACT S DUA&EAE TRACT D DUA&EAE LOT 1 LOT 4 LOT 8 LOT 9 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 13 LOT 14 LOT 12 LOT 2 LOT 10 LOT 9 LOT 8 LOT 2 LOT 3 LOT 1 LOT 5 LOT 4 LOT 3 LOT 1 LOT 4 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 TRACT F TRACT P TRACT Q TRACT G TRACT S DUA&EAE TRACT D DUA&EAE TRACT B DGE TRACT I TRACT H BLOCK 9 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 13 BLOCK 14 BLOCK 8 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 15 BLOCK 16 SSMH 6 INV. IN=4937.49 (NW) INV. OUT=4937.29 (SE) FG=4965.95 SSMH 7 INV. IN=4938.88 (NW) INV. OUT=4938.68 (SE) FG=4963.96 SSMH 2-4C INV. OUT=4939.58 (SW) FG=4962.74 SSMH 2-5D INV. OUT=4941.25 (SW) FG=4961.11 SSMH 2-4B INV. IN=4938.87 (NE) INV. OUT=4938.67 (S) FG=4953.02 SSMH 2-5C INV. IN=4940.54 (NE) INV. OUT=4940.44 (S) FG=4950.92 SSMH 2-2A INV. IN=4935.90 (N) INV. OUT=4935.70 (S) FG=4951.72 SSMH 2-2 INV. IN=4935.17 (S) INV. IN=4935.17 (N) INV. OUT=4934.97 (E) FG=4950.68 SSMH 2-4A INV. IN=4937.96 (N) INV. OUT=4937.76 (S) FG=4950.56 SSMH 2-3 INV. IN=4935.72 (W) INV. OUT=4935.52 (N) FG=4949.91 SSMH 2-4 INV. IN=4936.78 (W) INV. IN=4936.88 (N) INV. OUT=4936.68 (E) FG=4949.11 SSMH 2-6B INV. OUT=4940.20 (SW) FG=4948.60 SSMH 2-5 INV. IN=4937.84 (W) INV. IN=4937.94 (N) INV. OUT=4937.74 (E) FG=4947.55 SSMH 2-6A INV. IN=4939.85 (NE) INV. OUT=4939.65 (S) FG=4947.48 SSMH 2-6 INV. IN=4939.18 (W) INV. IN=4939.28 (N) INV. OUT=4939.08 (E) FG=4947.05 SSMH 2-5B INV. IN=4939.73 (N) INV. OUT=4939.63 (S) FG=4947.03 SSMH 2-5A INV. IN=4938.92 (N) INV. OUT=4938.82 (S) FG=4946.16 SSMH 2-7 INV. IN=4940.12 (NW) INV. OUT=4940.02 (E) FG=4946.03 SSMH 2-8 INV. OUT=4940.47 (SE) FG=4944.90 297.44 LF 8" PVC @ 0.40% 88.70 LF 8" PVC @ 0.40% 209.78 LF 8" PVC @ 0.40% 309.03 LF 8" PVC @ 0.40% 241.00 LF 8" PVC @ 0.40% 241.00 LF 8" PVC @ 0.40% 86.95 LF 8" PVC @ 0.40% 132.50 LF 8" PVC @ 0.40% 90.24 LF 8" PVC @ 0.40% 90.24 LF 8" PVC @ 0.40% 221.20 LF 8" PVC @ 0.40% 177.93 LF 8" PVC @ 0.40% 177.93 LF 8" PVC @ 0.40% 221.20 LF 8" PVC @ 0.40% 177.63 LF 8" PVC @ 0.40% 177.63 LF 8" PVC @ 0.40% 177.63 LF 8" PVC @ 0.40% 93.35 LF 8" PVC @ 0.40% 87.27 LF 8" PVC @ 0.40% 9' UTILITY EASEMENT 20' 20' 20' 20' 8' UTILITY EASEMENT 6' UTILITY EASEMENT 8' UTILITY EASEMENT 8' UTILITY EASEMENT 8' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT PROPOSED TEMP. FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT TRACT A DRAINAGE EASEMENT PROPOSED AIR VAC 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER 8" PVC WATER DETENTION POND EDGE OF WETLAND PROPOSED FOREBAY PROPOSED FOREBAY PROPOSED FOREBAY 5' WALK 5' WALK 5' WALK 5' WALK 5' TRAIL 5' TRAIL WETLAND BUFFER (TYP.) 5' WALK PROPOSED STORM DRAIN WATER QUALITY POND 1 WATER QUALITY POND 2 RAIN GARDEN 1 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 11 LOT 10 LOT 9 LOT 6 BLOCK 6 20.00' DRAINAGE EASEMENT 6' UTILITY EASEMENT PROPOSED STORM DRAIN PROPOSED STORM DRAIN STUB FOR FUTURE DEVELOPMENT Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 U2 UTILITY PLAN 7 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD EASEMENT LINE 1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCHLINE-SEE SHEET U1 MATCHLINE-SEE SHEET U3 U1 U1 U2 U3 X X FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E E E E E E E E E E W M WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM UD E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E G G G G G G G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD MISTY MEADOW DR FALLEN BRANCH DR PROPOSED FIRE HYDRANT NATURAL HABITAT BUFFER ZONE PLANNED PEDESTRIAN BRIDGE PROPOSED STORM DRAIN 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 30' FL-FL 53' ROW 59' ROW 36' FL-FL LOT 6 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8 LOT 6 LOT 5 LOT 7 LOT 12 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 10 LOT 11 LOT 9 LOT 16 LOT 15 LOT 13 LOT 14 LOT 12 LOT 11 LOT 9 LOT 10 LOT 8 LOT 7 LOT 5 LOT 4 LOT 3 LOT 6 LOT 4 BLOCK 11 BLOCK 10 BLOCK 12 BLOCK 10 8" PVC WATER CONNECT TO EXISTING 8" PVC WATER PLANNED 8" PVC WATER EXISTING 8" PVC SANITARY SSMH 8 INV. IN=4940.35 (NW) INV. OUT=4940.15 (SE) FG=4970.03 SSMH 9 INV. IN=4941.82 (NW) INV. OUT=4941.62 (SE) FG=4967.43 SSMH 10 INV. IN=4943.27 (W) INV. OUT=4943.07 (SE) FG=4965.71 SSMH 11 INV. OUT=4943.67 (E) FG=4964.41 316.86 LF 8" PVC @ 0.40% 316.86 LF 8" PVC @ 0.40% 311.68 LF 8" PVC @ 0.40% 99.16 LF 8" PVC @ 0.40% PROPOSED FIRE HYDRANT 30' EASEMENT REC. NO. 20110070565 67' EASEMENT REC. NO. 20140004033 TRACT A DRAINAGE EASEMENT DITCH LATERAL PROPOSED AIR VAC 15' EASEMENT REC. NO. 20110070565 EXISTING ANTENNA 8" PVC WATER DITCH LATERAL 30' EASEMENT REC. NO. 20140004033 8" PVC WATER PLANNED HANSEN FARM PLANNED HANSEN FARM 30' EASEMENT REC. NO. 20140004033 15' EASEMENT REC. NO. 20110070565 BLOCK 10 5' TRAIL 5' TRAIL 5' TRAIL TRACT U OPEN SPACE/DE 5' TRAIL 5' TRAIL WETLAND BUFFER (TYP.) 6' UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT 6' UTILITY EASEMENT PROPOSED STORM DRAIN PROPOSED SUBDRAIN PROPOSED SUBDRAIN PROPOSED GRASS-LINED SWALE Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 U1 UTILITY PLAN 6 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD EASEMENT LINE 1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCHLINE-THIS SHEET MATCHLINE-THIS SHEET MATCHLINE-SEE SHEET U2 U1 U1 U2 U3 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G V AULT TELE T VAULT TELE W S O H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC H Y D S S S ELEC E ELEC BRKR X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E T T T T T T T T T T T G G G G G G T T T W W W W W W W MISTY MEADOW DR DANCING CATTAIL DR CROAKING TOAD DR FLYING MALLARD DR WINDY WILLOW DR MISTY MEADOW DR ZEPHYR RD FALLEN BRANCH DR AUTUMN BREEZE CT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT NATURAL HABITAT BUFFER ZONE PROPOSED STORM DRAINS PROPOSED STORM DRAIN DITCH LATERAL PLANNED PEDESTRIAN BRIDGE PEDESTRIAN BRIDGE UNION-PACIFIC RAILROAD BLOCK 1 BLOCK 7 BLOCK 8 BLOCK 9 BLOCK 13 BLOCK 14 BLOCK 15 BLOCK 16 BLOCK 5 BLOCK 12 BLOCK 10 BLOCK 11 TRACT S DUA&EAE TRACT D DUA&EAE TRACT M TRACT A DRAINAGE EASEMENT TRACT I TRACT H TRACT J TRACT B DGE TRACT F TRACT P TRACT Q TRACT G TRACT C FUTURE PUBLIC PARK PROPOSED FIRE HYDRANT PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED TEMP. FIRE HYDRANT PLANNED HANSEN FARM KNOBBY PINE DR FALLEN BRANCH DR FLOATING LEAF DR KNOBBY PINE DR PROPOSED 8" PVC SANITARY SEWER TIE TO EXISTING 8" WATERLINE PLANNED HANSEN FARM DETENTION POND PROPOSED 8" WATER STUB TIE TO EXISTING 8" WATERLINE TIE TO EXISTING 12" WATERLINE TIE TO EXISTING 8" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED STORM DRAIN DETENTION POND PROPOSED 8" PVC SANITARY SEWER PROPOSED 8" PVC WATER RED WILLOW DRIVE TRACT E DGE TRACT N DU&PAE TRACT U OPEN SPACE/DE BLOCK 2 BLOCK 3 TRACT T DUE PROPOSED 8" PVC WATER PROPOSED FIRE HYDRANT PROPOSED STORM DRAINS PROPOSED STORM DRAIN MANHOLE STUB FOR FUTURE DEVELOPMENT BLOCK 6 X X X X X X X DITCH LATERAL UNION PACIFIC RAILROAD PROPERTY BOUNDARY (TYP.) MAIL CREEK DITCH KNOBBY PINE DR FUTURE PEDESTRIAN BRIDGE PLANNED HANSEN FARM Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 OU1 UTILITY PLAN OVERALL 5 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE LIMITS OF DEVELOPMENT LOD EASEMENT LINE 1. ALL WATERLINE CONSTRUCTION SHALL CONFORM TO THE FORT COLLINS-LOVELAND WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 2. ALL SANITARY SEWER CONSTRUCTION SHALL CONFORM TO THE SOUTH FORT COLLINS SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS CURRENT AT THE DATE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 10 FEET OF HORIZONTAL SEPARATION AND 18 INCHES OF VERTICAL SEPARATION BETWEEN ALL SEWER AND WATER LINES. 4. MINIMUM DEPTH OF COVER OVER WATER MAINS SHALL BE 5.0 FEET AND MAXIMUM COVER SHALL BE 6.0 FEET. 5. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN BICYCLE OR VEHICLE WHEEL PATHS. 6. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 7. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 8. ALL WATER FITTINGS TO BE MECHANICALLY RESTRAINED PER FCLWD STANDARDS. 9. DRIVEWAY ACCESS FOR BLOCK 7, LOT 1 AND BLOCK 6, LOT 11 SHALL BE RESTRICTED TO DANCING CATTAIL DRIVE. 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES NORTH KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCHLINE-THIS SHEET MATCHLINE-THIS SHEET SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E T T T T T T T T T T T G G G G G G T T T W W W W W W W LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 LOT 8 LOT 6 LOT 5 LOT 7 LOT 12 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 10 LOT 11 LOT 9 LOT 16 LOT 15 LOT 13 LOT 14 LOT 12 LOT 11 LOT 9 LOT 10 LOT 8 LOT 7 LOT 5 LOT 4 LOT 3 LOT 6 LOT 1 LOT 2 EXISITNG WETLANDS UNION PACIFIC RAILROAD TRACT A DRAINAGE EASEMENT TRACT I TRACT H TRACT J TRACT B DGE TRACT T DUE TRACT C FUTURE PUBLIC PARK TRACT F TRACT P TRACT Q TRACT G TRACT N DU&PAE TRACT O DU&PAE TRACT M TRACT S DUA&EAE TRACT D DUA&EAE TRACT L DU&PAE TRACT K DUA&EAE TRACT U OPEN SPACE/DE TRACT R DUE&EAE TRACT E DGE LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 13 LOT 14 LOT 12 LOT 2 LOT 10 LOT 9 LOT 8 LOT 2 LOT 3 LOT 1 LOT 5 LOT 4 LOT 3 LOT 1 LOT 4 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 12 LOT 13 LOT 10 LOT 11 LOT 8 LOT 9 LOT 2 LOT 4 LOT 6 LOT 3 LOT 7 LOT 4 LOT 5 LOT 4 LOT 3 LOT 1 LOT 15 LOT 14 LOT 13 LOT 6 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 3 LOT 5 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 8 LOT 6 LOT 5 LOT 7 LOT 12 LOT 17 LOT 16 LOT 15 LOT 14 LOT 13 LOT 10 LOT 11 LOT 9 LOT 16 LOT 15 LOT 13 LOT 14 LOT 12 LOT 11 LOT 9 LOT 10 LOT 8 LOT 7 LOT 5 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 13 LOT 14 LOT 17 LOT 16 LOT 3 LOT 6 LOT 7 LOT 5 LOT 4 LOT 1 LOT 2 LOT 8 LOT 12 LOT 10 LOT 11 LOT 15 LOT 13 LOT 14 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 9 LOT 6 LOT 7 LOT 8 LOT 12 LOT 10 LOT 11 LOT 13 LOT 3 LOT 6 LOT 5 LOT 4 LOT 2 LOT 10 LOT 7 LOT 11 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 6 LOT 16 LOT 22 LOT 21 LOT 20 LOT 19 LOT 18 LOT 17 LOT 3 LOT 15 LOT 14 LOT 12 LOT 13 LOT 10 LOT 11 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 1 LOT 2 LOT 1 LOT 1 LOT 2 LOT 10 LOT 1 LOT 8 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 10 LOT 9 LOT 7 LOT 1 LOT 4 LOT 3 LOT 2 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 6 LOT 7 LOT 7 LOT 1 LOT 8 LOT 2 LOT 10 LOT 9 LOT 3 LOT 11 LOT 4 LOT 6 LOT 5 12" W 12" W X SS V AULT ELEC X X X X X WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM UD UD UD PHASE 2 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G UD UD E E E E E E E E E E E E E E E E E G G G G G G G G G G G G G E E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G G E E E G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD G G PHASE 1 SANITARY SEWER MANHOLE (PHASE 1) PROPOSED STORM DRAIN (PHASE 1) WATER QUALITY POND 1 (PHASE 2) WATER QUALITY POND 2 (PHASE 2) RAIN GARDEN 1 (PHASE 1) PROPOSED DETENTION POND (PHASE 1) NORTH NOTES: LEGEND: PROPOSED SEWER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER PROJECT BOUNDARY PHASE LINE PH1 UTILITY PLAN 4 Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 Y D H Y D W TELE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC H Y D S S S ELEC E ELEC BRKR OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SS SS SS SS SS SS LID VAULT F.O. W W W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO E E E E E E E E E T T T T T T T T T T T G G G G G G T T T W W W W W W W PLANNED TEMP. FH ASSEMBLY TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING WALL TO BE REMOVED EXISTING F/O TO REMAIN EXISTING ELECTRIC TO REMAIN 15' EASEMENT REC. NO. 20140004033 30' EASEMENT REC. NO. 20140004033 EXISTING FENCE TO BE REMOVED 15' EASEMENT REC. NO. 20110070565 EXISTING TELEPHONE LINE TO REMAIN EXISTING FENCE TO BE REMOVED EXISTING FENCE TO REMAIN EXISTING ELECTRIC BREAKER TO REMAIN 30' EASEMENT REC. NO. 20110070565 67' EASEMENT REC. NO. 20140004033 EXISTING FENCE TO REMAIN 60' EASEMENT REC. NO. 20100010642 15' EASEMENT REC. NO. 20110070565 EXISTING 24" CMP STORM TO BE REMOVED PLANNED FIRE HYDRANT TO REMAIN EXISTING SANITARY MANHOLE TO REMAIN TEMP. CONSTRUCTION AND GRADING EASEMENT REC. NO. 20140026007 EXISTING 12" PVC SANITARY EXISTING FIRE HYDRANT TO REMAIN EXISTING 12" PVC WATER EDGE OF WETLAND EXISTING GRAVEL ROAD TO BE REMOVED PLANNED 8" PVC WATER NATURAL HABITAT BUFFER ZONE PLANNED 10" PVC SANITARY PLANNED 20' GRAVEL ROAD TO REMAIN PLANNED 30' SFCSD EASEMENT PLANNED TEMP. FIRE HYDRANT TO REMAIN PLANNED HANSEN FARM PLANNED 24"x36" RCBC BURLEY TREE DR KNOBBY PINE DR FALLEN BRANCH DR FLOATING LEAF DR ROSEN DRIVE DITCH LATERAL 59' ROW 36' FL-FL PLANNED PEDESTRIAN BRIDGE CROSSING 50' DITCH BUFFER (FROM TOP OF BANK) 54' FL-FL 76' ROW PLANNED END OF ROAD SIGNS TO BE REMOVED PLANNED HANSEN FARM EXISTING TEMPORARY FIRE HYDRANT TO BE REMOVED 15' EASEMENT REC. NO. 20140004033 EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUND OR REMOVED PER UTILITY PROVIDER UNION PACIFIC RAILROAD EXISTING EDGE OF WATER AT TIME OF SURVEY PLANNED PEDESTRIAN BRIDGE EXISTING 36" IRON PIPE TO REMAIN PROJECT BOUNDARY (TYP.) RED WILLOW DRIVE X X X X X X X EXISTING FENCE TO REMAIN EXISTING CONCRETE IRRIGATION STRUCTURE UNION PACIFIC RAILROAD MAIL CREEK DITCH DITCH LATERAL PROPERTY BOUNDARY (TYP.) FUTURE HANSEN FARM FO FO FO FO E E E PLANNED 24"X36" RCBC AND CONCRETE HEADWALL EXISTING GRAVEL ROAD TO BE REMOVED PLANNED TEMPORARY FIRE HYDRANT TO BE REMOVED PLANNED 8" WATERLINE TO REMAIN 59' ROW 36' FL-FL EXISTING FIBER OPTIC AND ELECTRIC LINES TO REMAIN 30' EASEMENT REC. NO. 20140004033 15' EASEMENT REC. NO. 20110070565 OHU OHU OHU OHU OHU FO FO FO FO FO T T T T T 15' OPTION AND LAND LEASE AGREEMENT EASEMENT REC. NO. 20140004033 PLANNED 24"X36" RCBC AND CONCRETE HEADWALL 76' ROW 54' FL-FL EXISTING GRAVEL ROAD TO BE REMOVED EXISTING FIBER OPTIC AND ELECTRIC LINES TO REMAIN EXISTING OVERHEAD ELECTRIC TO BE UNDERGROUND OR REMOVED PER UTILITY PROVIDER PLANNED TEMPORARY CONSTRUCTION EASEMENT Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 EX1 AND DEMOLITION PLAN EXISTING CONDITIONS 3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R NORTH EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7. ALL IMPROVEMENTS LABELED AS "PLANNED" ARE A PART OF THE HANSEN PROJECT. DESIGN DETAILS FOR THESE IMPROVEMENTS CAN BE FOUND IN THE HANSEN FARM UTILITY PLANS. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL OR MILL & OVERLAY 1. THE NATURAL HABITAT BUFFER ZONES ARE INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONES. NATURAL HABITAT BUFFER ZONES KEYMAP B M T ELEC ELEC GAS VAULT ELEC VAULT ELEC TRAFFIC VAULT C VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC ELEC ELEC B M TELE M GAS F.O. MM M F.O. T S T S T S T S WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM MATCHLINE-THIS SHEET MATCHLINE-THIS SHEET 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 the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins 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 City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 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 City of Fort Collins' 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 City of Fort Collins 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 the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins 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. (The the City of Fort Collins, Larimer County, Colorado), 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 the City of Fort Collins 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 City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 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 City of Fort Collins 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 Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins 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: PROJECT DATUM: NAVD88 BENCHMARK 2-02 EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX. ELEVATION: 4964.37 BENCHMARK 16-01 SOUTH SIDE OF WILLOW SPRINGS WAY APPROX. 50 FT. WEST OF THE INTERSECTION OF WILLOW SPRINGS WAY AND TIMBERLINE ROAD ON THE SOUTHWEST CORNER OF A STORM INLET. ELEVATION: 4956.98 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 7, AS BEARING SOUTH 00'00'53" EAST (ASSUMED BEARING) AS MONUMENTED ON PLAT. 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 City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins 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 Larimer County Engineer and/or the City of Fort Collins 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 City of Fort Collins, 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 City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48. Approved Variances are listed as follows: N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1. The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2. There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3. All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4. At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5. Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6. All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7. In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a. Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b. Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c. Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8. When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9. The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10. All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11. No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12. The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13. City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14. A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15. Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement 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 City of Fort Collins 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 City of Fort Collins Engineer in Fort Collins. 4. Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5. Ft. 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins 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. C. 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 the City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins 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 City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins 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. D. 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 Preliminary Drainage and Erosion Control Report for Rennat Subdivision dated October 18, 2019 by Northern Engineering Services, Inc., 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. E. Utility Notes 1. All waterline construction shall conform to the Fort Collins-Loveland Water District Standard Construction Specifications current at the date of construction. 2. All sanitary sewer construction shall conform to the South Fort Collins Sanitation District Standard Construction Specifications current at the date of construction. 3. The contractor shall maintain a minimum of 10 feet of horizontal separation and 18 inches of vertical separation between all sewer and water lines. 4. Minimum depth of cover over water mains shall be 5.0 feet and maximum cover shall be 6.0 feet. 5. Manhole rim elevations are to be adjusted to 1/4" below finished grade. If necessary, cone sections shall be rotated to prevent lids being located within bicycle or vehicle wheel paths. 6. The size, type and location of all known underground utilities are approximate when shown on these drawings. It shall be the responsibility of the contractor to verify the existence of all underground utilities in the area of the work. Before commencing new construction, the contractor shall be responsible for locating all underground utilities and shall be responsible for all unknown underground utilities. 7. All water fittings and valves are only graphically represented and are not to scale. CS2 CONSTRUCTION NOTES GENERAL AND 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28 FROM FACE OF WALK 6.5' MIN FENCE SETBACK FROM FACE OF WALK 3' MIN FENCE SETBACK FROM CURB FLOWLINE 3' MIN FENCE SETBACK FROM EDGE OF ALLEY · ZEPHYR RD · MISTY MEADOW DR · DANCING CATTAIL DR · CROAKING TOAD DR · FLYING MALLARD DR · FALLEN BRANCH DR · AUTUMN BREEZE CT CONCRETE PAVEMNET CS1 COVER SHEET 1 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R OCTOBER 2019 PROJECT LOCATION VICINITY MAP NORTH I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: Northern Engineering Services, Inc. Project No. 1204-003 Date: February 19, 2019 ORIGINAL FIELD SURVEY BY: CONTACT INFORMATION PROJECT TEAM: Danny Weber, PE Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 Bob Tessely, PLS Northern Engineering Services, Inc. 301 North Howes Street, Sutie 100 Fort Collins, Colorado 80521 (970) 221-4158 CONTACT INFORMATION PROJECT TEAM: JD Padillla Post Modern Development 144 North Mason St., Suite 4 Fort Collins, Colorado 80524 (970) 407-7808 SHEET INDEX ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN UTILITY CONTACT LIST: * UTILITY COMPANY PHONE NUMBER 1 CS1 COVER SHEET 2 CS2 GENERAL AND CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS AND DEMOLITION PLAN 4 PH1 PHASING PLAN 5 OU1 OVERALL UTILITY PLAN 6-8 U1-U3 UTILITY PLAN 9 OG1 OVERALL GRADING PLAN 10-15 G1-G6 GRADING PLAN 16-18 R1-R3 MISTY MEADOW DR PLAN & PROFILE 19-20 R4-R5 DANCING CATTAIL DR PLAN & PROFILE 21-22 R6-R7 CROAKING TOAD DR PLAN & PROFILE 23 R8 FLYING MALLARD DR PLAN & PROFILE 24 R9 FALLEN BRANCH DR PLAN & PROFILE 25-26 R10-R11 ZEPHYR RD PLAN & PROFILE 27 INT1 INTERSECTION DETAILS 28 DR1 DRAINAGE EXHIBIT A TRACT OF LAND LOCATED IN THE EAST HALF OF SECTION 7, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO RENNAT SUBDIVISION PRELIMINARY UTILITY PLANS OWNER/APPLICANT SITE ENGINEER SURVEYOR GAS----------------- Xcel Energy-----------------------------------Stephanie Rich (970) 225-7857 ELECTRIC-------- City of Fort Collins Light & Power------- Austin Kreager (970) 224-6152 CABLE------------- Comcast--------------------------------------- Don Kapperman (970) 567-0245 TELECOM-------- CenturyLink Local Network--------------- William Johnson (970) 377-6401 WATER------------ Fort Collins-Loveland Water District---- Jay East (970) 226-3104 WASTEWATER- South Fort Collins Sanitation District--- Jay East (970) 226-3104 STORMWATER- City of Fort Collins Utilities---------------- Wes Lamarque (970) 416-2418 * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. Cathy Mathis TB Group 444 Mountain Avenue Berthoud, Colorado 80513 (970) 532-5891 PLANNER/ LANDSCAPE ARCHITECT PROJECT DATUM: NAVD88 BENCHMARK 2-02 EAST SIDE OF TIMBERLAND ROAD, 1/2 MILE NORTH OF TRILBY ROAD, ON THE MIDDLE CONCRETE PAD TO AN ELECTRIC BOX. ELEVATION: 4964.37 BENCHMARK 16-01 SOUTH SIDE OF WILLOW SPRINGS WAY APPROX. 50 FT. WEST OF THE INTERSECTION OF WILLOW SPRINGS WAY AND TIMBERLINE ROAD ON THE SOUTHWEST CORNER OF A STORM INLET. ELEVATION: 4956.98 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE EAST LINE OF THE NORTHEAST QUARTER OF SECTION 7, AS BEARING SOUTH 00°00'53" EAST (ASSUMED BEARING) AS MONUMENTED ON PLAT. PROJECT BENCHMARKS: 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. District Engineer Date FORT COLLINS - LOVELAND WATER DISTRICT SOUTH FORT COLLINS SANITATION DISTRICT Sheet RENNAT SUBDIVISION These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION REVIEW SET E NGINEER ING N O R T H E RN FORT COLLINS: 301 North Howes Street, Suite 100, 80521 GREELEY: 820 8th Street, 80631 970.221.4158 northernengineering.com of 28