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Home My WebLink AboutTIMBERVINE, SECOND FILING - FDP - FDP150028 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSLOCAL STREET \A1;8' \A1;8' TRAVEL TRAVEL \A1;53' ROW R.O.W. R.O.W. \A1;7' \A1;4.5' PARKING PARKING WALK C L PARKWAY LAGER STREET LAMBIC STREET BOCK STREET MACKINAC STREET SAISON STREET STOUT STREET DUNKEL STREET \A1;7' \A1;4.5' PARKWAY WALK COMMERCIAL LOCAL STREET \A1;11' TRAVEL TRAVEL \A1;72' ROW R.O.W. R.O.W. \A1;6' \A1;6' PARKING \A1;8' PARKING WALK C L PARKWAY MEXICO WAY \A1;8' PARKWAY WALK \A1;9' UTILITY EASEMENT \A1;9' UTILITY EASEMENT \A1;9' UTILITY EASEMENT UTILITY EASEMENT 2.25% 2.25% 2.25% 2.25% \A1;20' PRIVATE DRIVE \A1;6' \A1;5' \A1;6' CV02 CONSTRUCTION NOTES GENERAL AND J. Prelog N.Whitcomb N/A A. GENERAL NOTES 1. All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the 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 6.0 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 Final Drainage and Erosion Control Reports for Timbervine dated October 15, 2014 by Galloway and Company, 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. SAN SAN WTR WTR SAN SAN SAN WTR IRR WTR WTR IRR IRR WTR WTR WTR SAN SAN SAN SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN SAN WTR WTR WTR WTR WTR T TV EM TE GM GM GM GM GM EMEM CATV E TE GM GM GM GMTE TE EM EM E GAS EM TE GM GM EM GM EM CATV EM GM GM GM T E TE EM GM GM GAS SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W 8'' SS 8'' W 8'' 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 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 X X X X X TOP OF SLOPE 50' BUFFER TOP OF SLOPE 50' BUFFER TOP OF SLOPE 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 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 X X X X X TOP OF SLOPE 50' BUFFER TOP OF SLOPE 50' BUFFER TOP OF SLOPE UD UD UD UD UD UD UD UD UD UD 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G A LAMBIC STREET A A A A A A A A A A A A LAGER STREET STOUT STREET LAGER STREET B B B B B B B B B B A B B B B B B B B B B B B B B B B B B A A A A A A A A A A A A A A A A A A BOCK STREET LAMBIC STREET BOCK STREET A A A BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 2 TRACT B TRACT D UD UD UD UD UD UD UD UD UD UD UD UD UD 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G PROPOSED DETENTION POND PLD POND STOUT STREET SAISON STREET B B B B B B B B B B MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET SOUR STREET A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A MEXICO WAY B B B B B B B B B B A A A A A A B B B B B B A A A A 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 PROPOSED DETENTION POND LAGER STREET SAISON STREET B B B B B B PALE ALE STREET PINT STREET SHANDY STREET A A A A A A A A A A A A A A A A A PROPOSED 30' EASEMENT INTERNATIONAL BLVD A A PROPOSED 30' EASEMENT SWALE SECTION A-A 4:1 4:1 G4 PLAN OFFSITE GRADING J. Prelog J. Prelog 1"=40' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date UD UD UD UD UD UD UD UD UD UD 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 50' BUFFER PROPOSED FENCE LOT 4 FG=39.93 TF=40.60 B LOT 5 FG=40.25 TF=40.92 B LOT 6 FG=40.56 TF=41.23 B LOT 7 FG=40.87 TF=41.54 B LOT 8 FG=41.18 TF=41.85 B LOT 9 FG=41.18 TF=41.85 B LOT 10 FG=41.87 TF=42.54 B LOT 11 FG=42.18 TF=42.85 B LOT 12 FG=42.49 TF=43.16 B LOT 13 FG=42.72 TF=43.39 B LOT 14 FG=42.75 TF=43.42 B LOT 15 FG=42.64 TF=43.31 B LOT 16 FG=41.92 UD UD UD UD UD UD UD UD UD UD UD UD UD 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G PROPOSED DETENTION POND PLD POND PROPOSED STORM DRAIN PROPOSED STORM DRAIN 8" PERFORATED PIPE PLD OVERFLOW ELEV= 4933.75 10' WIDE SOFT BOTTOM PAN LOT 1 FG=39.00 TF=39.67 B LOT 2 FG=39.31 TF=39.98 B LOT 3 FG=39.62 TF=40.29 B LOT 4 FG=39.93 TF=40.60 B LOT 35 FG=38.66 TF=39.33 B LOT 15 FG=37.92 TF=38.59 B LOT 14 FG=37.92 TF=38.59 B LOT 13 FG=37.61 TF=38.28 B LOT 12 FG=37.21 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 PROPOSED DETENTION POND 10' WIDE SOFT BOTTOM PAN RETAINING/SEAT WALL PROPOSED FENCE 50' BUFFER TRICKLE CHANNEL (SEE DETAILS) LOT 35 FG=38.66 TF=39.33 B LOT 36 FG=38.35 TF=39.02 B LOT 37 FG=38.03 TF=38.70 B LOT 38 FG=37.72 TF=38.39 B LOT 39 SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M S S S S SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M S S W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' M M M M M S S S S S S S S S S S S M M M M M M S S S S S S S S S S S W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SAN SAN SAN SAN SAN SAN GAS GAS GAS GAS GAS GAS T T T T T T T T T T WTR WTR WTR WTR WTR WTR WTR TV TV TV TV TV TV TV TV TV TV TV TV TV TV E T 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH-2 STA 14+00.00 RIM 4931.2± INV. IN 4920.79 (N) INV. OUT 4920.59 (S) DEPTH 10.62' EXMH-1 INT 2020 STA 10+00.00 RIM 4930.9± INV. IN 4919.47 (N) INV. IN 4918.92 (E) INV. IN 4919.36 (NW) DEPTH 11.98' SSMH-3 STA 17+45.28 RIM 4932.9± INV. IN 4921.96 (N) INV. OUT 4921.76 (S) DEPTH 11.18' 15" PVC- 15" PVC- W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 SSMH-4 STA 19+94.25 RIM 4933.0± INV. IN 4922.85 (N) INV. OUT 4922.65 (S) DEPTH 10.31' SSMH-5 CL Sanitary 1 STA 22+43.16 RIM 4934.32± INV. IN 4923.72 (E) INV. IN 4923.72 (W) INV. OUT 4923.55 (S) DEPTH 10.77' CL Sanitary 5 STA 10+00.00 SSMH-6 CL Sanitary 1 STA 23+58.30 RIM 4933.62± INV. IN 4924.42 (E) INV. IN 4924.42 (N) INV. IN 4924.42 (S) INV. OUT 4924.22 (W) DEPTH 9.40' CL Sanitary 6 STA 10+00.00 SSMH-7 STA 24+76.57 RIM 4934.3± INV. IN 4925.14 (NE) INV. OUT 4924.94 (W) DEPTH 9.37' SSMH-8 STA 26+36.31 RIM 4933.8± INV. IN 4926.05 (NW) INV. OUT 4925.85 (SW) DEPTH 7.95' SSMH-9 CL Sanitary 1 STA 28+78.00 RIM 4935.61± INV. IN 4927.31 (NW) 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 41+00 40+00 39+00 38+00 37+00 36+00 35+00 34+00 33+00 32+00 31+00 SSMH-10 CL Sanitary 1 STA 32+00.44 RIM 4937.07± INV. IN 4928.93 (NW) INV. IN 4928.93 (SW) INV. OUT 4928.73 (SE) DEPTH 8.34' CL Sanitary 10 STA 10+00.00 SSMH-11 CL Sanitary 1 STA 34+71.42 RIM 4936.83± INV. IN 4930.32 (NW) INV. IN 4930.32 (SW) INV. OUT 4930.12 (SE) DEPTH 6.71' CL Sanitary 11 STA 10+00.00 SSMH-12 STA 36+53.50 RIM 4937.9± INV. IN 4931.32 (W) INV. OUT 4931.12 (SE) DEPTH 6.74' SSMH-13 STA 37+66.36 RIM 4938.5± INV. IN 4932.02 (W) INV. OUT 4931.82 (E) DEPTH 6.69' SSMH-14 STA 40+20.64 RIM 4940.0± INV. OUT 4933.14 (E) DEPTH 6.85' 18" MIN. 18" MIN. SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 19+50 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH-5 CL Sanitary 5 STA 10+00.00 RIM 4934.32± INV. IN 4923.72 (E) INV. IN 4923.72 (W) INV. OUT 4923.55 (S) DEPTH 10.77' CL Sanitary 1 STA 22+43.16 177.12 LF 8" PVC @ 0.40% SSMH 5-1 CL Sanitary 5 STA 11+77.12 RIM 4935.39± INV. IN 4924.63 (W) INV. IN 4924.63 (N) INV. OUT 4924.43 (E) DEPTH 10.96' CL Sanitary 5-1 STA 10+00.01 174.00 LF 8" PVC @ 0.40% SSMH 5-2 STA 13+51.12 RIM 4936.0± INV. IN 4925.52 (W) INV. OUT 4925.32 (E) DEPTH 10.67' 284.50 LF 8" PVC @ 0.40% SSMH 5-3 STA 16+35.62 RIM 4934.3± INV. IN 4926.86 (N) INV. OUT 4926.66 (E) DEPTH 7.67' 400.00 LF 8" PVC 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 27+50 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 400.00 LF 8" PVC @ 0.44% SSMH 5-4 STA 20+35.62 RIM 4937.0± INV. IN 4928.82 (N) INV. OUT 4928.62 (S) DEPTH 8.37' 400.00 LF 8" PVC @ 0.44% SSMH 5-5 STA 24+35.62 RIM 4939.4± INV. IN 4930.78 (N) INV. OUT 4930.58 (S) DEPTH 8.81' 214.50 LF 8" PVC @ 0.44% SSMH 5-6 STA 26+50.12 RIM 4940.4± INV. OUT 4931.72 (S) DEPTH 8.63' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SSMH-6 CL Sanitary 6 STA 10+00.00 RIM 4933.62± INV. IN 4924.42 (E) INV. IN 4924.42 (N) INV. IN 4924.42 (S) INV. OUT 4924.22 (W) DEPTH 9.40' CL Sanitary 1 STA ??? SSMH 6-1 STA 11+28.73 RIM 4933.5± INV. IN 4925.19 (E) INV. IN 4925.19 (S) INV. OUT 4924.99 (N) DEPTH 8.48' SSMH 6-2 STA 12+40.43 RIM 4934.2± INV. IN 4925.88 (NE) INV. OUT 4925.68 (W) DEPTH 8.56' SSMH 6-3 STA 13+63.06 RIM 4934.8± INV. IN 4926.62 (NE) INV. OUT 4926.42 (SW) DEPTH 8.35' SSMH 6-4 STA 15+13.90 RIM 4934.1± INV. IN 4927.49 (SE) INV. IN 4927.49 (NW) INV. OUT 4927.29 (SW) DEPTH 6.84' SSMH 6-5 STA 15+93.15 RIM 4933.6± INV. OUT 4927.83 (NW) 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 13+00 12+00 11+00 10+00 9+00 SSMH-6 CL Sanitary 6A STA 10+00.00 RIM 4933.62± INV. IN 4924.42 (E) INV. IN 4924.42 (N) INV. IN 4924.42 (S) INV. OUT 4924.22 (W) DEPTH 9.40' CL Sanitary 1 STA 23+58.30 SSMH 6A-2 STA 12+20.27 RIM 4937.3± INV. OUT 4925.59 (S) DEPTH 11.69' SSMH 6A-1 STA 10+19.00 RIM 4933.9± INV. IN 4924.71 (N) INV. OUT 4924.51 (S) DEPTH 9.37' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH-9 STA 28+78.00 RIM 4935.6± INV. IN 4927.31 (NW) INV. IN 4927.31 (SW) INV. OUT 4927.11 (SE) DEPTH 8.50' SSMH 9-1 STA 11+84.03 RIM 4936.8± INV. IN 4928.32 (W) INV. OUT 4928.12 (NE) DEPTH 8.67' SSMH 9-2 STA 13+24.82 RIM 4937.7± INV. IN 4929.14 (W) INV. OUT 4928.94 (E) DEPTH 8.78' SSMH 9-3 STA 15+31.28 RIM 4938.5± INV. IN 4930.25 (W) INV. OUT 4930.05 (E) DEPTH 8.44' SSMH 9-4 STA 18+21.77 RIM 4936.5± INV. OUT 4931.53 (E) DEPTH 4.98' 18" MIN. 18" MIN. W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH-10 STA 32+00.44 RIM 4937.1± INV. IN 4928.93 (NW) INV. IN 4928.93 (SW) INV. OUT 4928.73 (SE) DEPTH 8.34' SSMH 10 - 1 STA 11+69.92 RIM 4938.0± INV. IN 4929.88 (W) INV. OUT 4929.68 (NE) DEPTH 8.37' SSMH 10 - 2 STA 12+88.99 RIM 4938.8± INV. IN 4930.60 (W) INV. OUT 4930.40 (E) DEPTH 8.43' SSMH 10 - 3 STA 16+41.74 RIM 4938.1± INV. OUT 4932.15 (E) DEPTH 5.93' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 4915 4920 4925 4930 4935 4940 4945 4950 4955 4960 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH-11 STA 34+71.42 RIM 4936.8± INV. IN 4930.32 (NW) INV. IN 4930.32 (SW) INV. OUT 4930.12 (SE) DEPTH 6.71' SSMH 11-1 STA 11+54.70 RIM 4938.1± INV. IN 4931.20 (W) INV. OUT 4931.00 (NE) DEPTH 7.09' SSMH 11-2 STA 14+79.42 RIM 4939.7± INV. OUT 4932.63 (E) DEPTH 7.07' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 11+50 11+00 10+00 9+50 SSMH 6-4.1 STA 10+35.60 RIM 4934.4± INV. OUT 4927.64 (SE) DEPTH 6.73' SSMH 6-4 STA 10+00.00 RIM 4934.1± INV. IN 4927.49 (SE) INV. IN 4927.49 (NW) INV. OUT 4927.29 (SW) DEPTH 6.84' W 8'' SS 10" SS 10" SS 8'' SS 8'' S S S S S S S S UD UD UD SS 8'' SS 8'' UD UD S S S W 8'' W 8'' W 8'' X X X X X SSMH 6-1 4915 4920 4925 4930 4935 4940 4945 4950 4915 4920 4925 4930 4935 4940 4945 4950 11+50 11+00 10+00 9+50 SDMH A2 5' DIA FLAT TOP SDMH STA 11+73.34 RIM 4934.1± INV. IN 4928.62 (N) INV. IN 4928.42 (W) INV. OUT 4928.42 (S) INLET A2-1 2'X2' AREA INLET STA 11+73.11 RIM 4933.1± INV. OUT 4928.46 (E) W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD UD UD SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 12+50 FES B STA 10+00.00 INV. 4927.01 (E) INLET B1 5' TYPE R INLET STA 10+50.93 FL 4932.5± INV. IN 4927.19 (E) INV. OUT 4927.19 (W) DEPTH 5.29' INLET B2 5' TYPE R INLET STA 11+00.93 FL 4932.48± INV. IN 4927.37 (E) INV. OUT 4927.37 (W) DEPTH 5.11' FES B3 STA 11+80.80 INV. 4927.65 (W) \A1;2.87' COV. 18" MIN. X X X X X X X X X W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' UD 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 21+50 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 \A1;1.5' FES SO1 FES STA 9+96.20 INV. 4924.67 (NW) SDMH SO2 4' DIA FLAT TOP SDMH STA 11+16.26 RIM 4930.47± INV. IN 4924.91 (N) INV. OUT 4924.91 (SE) DEPTH 5.56' SDMH SO4 4' DIA FLAT TOP SDMH STA 15+54.85 RIM 4932.03± INV. IN 4925.78 (N) INV. OUT 4925.78 (S) DEPTH 6.24' POND B OUTLET STRUCTURE OUTLET STRUCTURE STA 21+02.04 INV. 4926.88 (E) SDMH SO3 CL Storm SO2 STA 10+25.00 RIM 4930.27± INV. IN 4925.04 (N) INV. IN 4925.04 (E) INV. IN 4925.04 (W) INV. OUT 4925.04 (S) DEPTH 5.23' CL Storm Outlet STA 11+82.58 \A1;3.0' COV. SDMH S05 4'Ø FLAT TOP MH STA 20+11.20 RIM 4933.3± INV. IN 4926.70 (W) INV. OUT 4926.70 (S) SAN SAN SAN X X X X LAGER STREET 4.5' \A1;53' ROW WALK \A1;9' EASEMENT BLOCK 2 TRACT B TRACT B BLOCK 2 BLOCK 2 Δ ∆ LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 15 LOT 14 LOT 13 STOUT STREET SEE SHEET RD03 LAGER STREET BOCK STREET SEE SHEET RD06 LAMBIC STREET SEE SHEET RD05 \A1;53' ROW \A1;4.5' WALK \A1;9' EASEMENT BOCK STREET BLOCK 2 TRACT B BLOCK 2 \A1;9' EASEMENT LOT 12 LOT 13 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 7 LOT 8 LOT 17 LOT 18 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 UD UD UD UD UD UD UD UD UD UD UD UD BOCK STREET SEE SHEET RD06 \A1;53' ROW MACKINAC STREET SEE SHEET RD07 PALE ALE STREET SEE SHEET RD11 LAGER STREET SAISON STREET SEE SHEET RD04 BOCK STREET MACKINAC STREET SAISON STREET \A1;4.5' WALK BLOCK 8 BLOCK 2 TRACT J TRACT K TRACT E TRACT B Δ \A1;9' EASEMENT \A1;20' WIDTH SHANDY STREET SEE SHEET RD13 PINT STREET SEE SHEET RD12 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 18 LOT 11 LOT 12 LOT 26 LOT 25 LOT 25 LOT 10 LOT 21 LOT 22 LOT 23 LOT 24 LOT 19 LOT 18 X X X X X X X X X X BLOCK 2 BLOCK 2 BLOCK 2 TRACT A TRACT A TRACT B TRACT B TRACT B BOCK STREET SEE SHEET RD06 LAMBIC STREET SEE SHEET RD05 LAGER STREET SEE SHEET RD01 \A1;53' ROW MACHINAC STREET SEE SHEET RD07 STOUT STREET \A1;4.5' WALK \A1;53' ROW \A1;4.5' WALK \A1;9' EASEMENT \A1;8' EASMENT LOT 7 LOT 16 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 9 LOT 1 LOT 13 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 5 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD TRACT F BLOCK 6 BLOCK 6 BLOCK 2 TRACT A TRACT H BLOCK 8 BLOCK 8 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 BLOCK 7 DUNKEL STREET SEE SHEET RD09 TRAPPIST ST. SEE SHEET RD10 PILSNER STREET SEE SHEET RD11 SOUR STREET SEE SHEET RD12 PINT STREET SEE SHEET RD12 MEXICO WAY SEE SHEET RD08 \A1;53' ROW SAISON STREET SAISON STREET \A1;4.5' WALK \A1;53' ROW \A1;4.5' WALK LAGER STREET SEE SHEET RD02 \A1;20' WIDTH \A1;20' WIDTH \A1;20' WIDTH \A1;20' WIDTH LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 2 LOT 1 LOT 5 LOT 4 LOT 3 LOT 8 LOT 7 LOT 6 X X 16" G 16" G 16" G 16" G 16" G STOUT STREET SEE SHEET RD03 \A1;53' ROW \A1;4.5' WALK LAGER STREET SEE SHEET RD01 LAMBIC STREET \A1;9' EASEMENT ∆ LOT 7 LOT 8 LOT 9 LOT10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 3 TRACT C TRACT B TRACT B BLOCK 2 BLOCK 2 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 4925 4930 4935 4940 4945 UD UD X X 16" G 16" G 16" G 16" G 16" G STOUT STREET SEE SHEET RD03 \A1;53' ROW \A1;4.5' WALK BOCK STREET LAGER STREET SEE SHEET RD02 LAGER STREET SEE SHEET RD02 \A1;9' EASEMENT ∆ LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 BLOCK 4 BLOCK 2 TRACT E TRACT D TRACT B 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 UD UD UD UD UD UD UD UD X X X WTR WTR WTR TV EM TE GM TR T T T E 16" G 16" G 16" G 16" G 16" G MACKINAC STREET TRAPPIST STREET SEE SHEET RD10 PILSNER STREET SEE SHEET RD11 STOUT STREET SEE SHEET RD03 DUNKEL STREET SEE SHEET RD09 LAGER STREET SEE SHEET RD02 \A1;53' ROW \A1;4.5' WALK \A1;9' EASEMENT \A1;9' EASEMENT ∆ ∆ \A1;20' WIDTH \A1;20' WIDTH LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 3 LOT 2 LOT 1 LOT 15 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 26 LOT 25 LOT 24 LOT 23 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8 UD UD X X X X X X SAISON STREET SEE SHEET RD04 MEXICO WAY \A1;60' ROW \A1;72' ROW \A1;5' WALK MEXICO WAY EXISTING 60' ROW PROPOSED 72' ROW TO BE DEDICATED BY SEPARATE DOCUMENT \A1;20' WIDTH BLOCK 7 TRACT H LOT 2 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 9 LOT 10 LOT 13 LOT 14 LOT 15 LOT 20 LOT 5 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4920 4925 4930 4935 4940 4920 4925 DUNKEL STREET MACKINAC STREET SEE SHEET RD07 SAISON STREET SEE SHEET RD04 ALTBIER STREET SEE SHEET RD10 \A1;53' ROW \A1;4.5' WALK \A1;20' WIDTH \A1;20' WIDTH BLOCK 1 TRACT G TRACT F BLOCK 5 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 3 LOT 4 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 8 LOT 7 LOT 1 LOT 2 LOT 4 LOT 5 MEXICO WAY INTERNATIONAL BLVD \A1;EXISTING 60' ROW PROPOSED 72' ROW TO BE DEDICATED BY SEPARATE DOCUMENT 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 18+00 19+00 20+00 21+00 22+00 23+00 4920 4925 4930 4935 4940 4920 4925 4930 4935 4940 18+00 19+00 20+00 21+00 22+00 23+00 4920 4925 4930 4935 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 12+50 \A1;2.0\U+00B0' ALTBIER STREET TRAPPIST STREET SEE SHEET RD10 DUNKEL STREET SEE SHEET RD09 20' WIDTH BLOCK 6 TRACT H TRACT G TRACT F LOT 2 LOT 3 LOT 4 LOT 6 LOT 7 LOT 8 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 4920 4925 4930 4935 4940 4945 4950 4955 4960 4920 4925 4930 4935 4940 4945 4950 4955 4960 9+50 10+00 11+00 12+00 13+00 \A1;20' WIDTH UD UD UD UD UD UD UD PILSNER STREET SEE SHEET RD11 LAGER STREET SEE SHEET RD02 PALE ALE STREET \A1;20' WIDTH Δ BLOCK 2 TRACT I TRACT B LOT 37 LOT 38 LOT 39 LOT 40 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 19 LOT 18 LOT 17 LOT 16 LOT 41 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 13+50 UD UD UD UD UD UD \A1;20' WIDTH SAISON STREET MACKINAC STREET SEE SHEET RD04 4920 4925 4930 4935 4940 4945 4950 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 UD UD UD UD UD UD X X SOUR STREET SHANDY STREET SEE SHEET RD13 \A1;20' LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 6 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 5 LOT 7 LOT 8 LOT 20 LOT 21 TRACT J BLOCK 8 BLOCK 8 TRACT L SAISON STREET SEE SHEET RD04 4920 4925 4930 4935 4940 4945 4950 4920 4925 4930 4935 4940 4945 UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD X X X X X X X X SHANDY STREET SOUR STREET SEE SHEET RD12 PINT STREET SEE SHEET RD12 SAISON STREET \A1;20' \A1;9' \A1;19' Δ TRACT J TRACT K TRACT L TRACT B LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 10 LOT 25 LOT 6 LOT 14 LOT 5 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 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 A CCESS EASEMENT BOOK 1584, PAGE 476 N00°16'05"E 693.96' WEST 1/4 CORNER SECTION 8-T.7N.-R.68W. FOUND #6 REBAR W/ 2 1/2" ALUMINUM CAP STAMPED LS17497 FOUND #4 REBAR FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 OWNER: AMBER PARCEL # 8708208005 WAVES LLC REC. NO. 423677 SAISON STREET MEXICO WAY LOT 1 15 Δ Δ TRACT L TRACT B LOT 10 LOT 22 LOT 23 LOT 24 LAGER STREET SAISON STREET Δ Δ Δ {50' TRANSITI ON} {50' TRANSITIO N} 75' TRANSITION LOT 37 LOT 26 LOT 25 LOT 19 LOT 18 LAGER STREET MACKINAC STREET Δ Δ INTERNATIONAL BLVD. MEXICO WAY Δ Δ Δ A INTERNATION BLVD & MEXICO WAY RD15 RD15 INTERSECTION DETAILS J. Prelog N. Whitcomb 1"=20' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING \A1;75' TRANSITION BOCK STREET LAGER STREET BLOCK 2 LOT 31 LOT 18 LOT 11 LOT 12 Δ Δ \A1;75' TRANSITION LOT 14 LOT 27 LOT 28 LOT 7 LOT 8 LAMBIC STREET LAGER STREET Δ Δ \A1;50' TRANSITION \A1;50' TRANSITION SECTION 7 SECTION 8 LAGER STREET LOT 1 LOT 2 LOT 15 LOT 14 LOT 13 STOUT STREET Δ Δ Δ Δ \A1;75' TRANSITION LAMBIC STREET TRACT B LOT 9 LOT 1 LOT 2 STOUT STREET Δ Δ RD16 INTERSECTION DETAILS J. Prelog N. Whitcomb 1"=20' CHANGED CHECKED BY: DATE: BY: APPROVED \A1;75' TRANSITION STOUT STREET LOT 6 LOT 9 LOT 10 LOT 1 LOT 2 BOCK STREET Δ Δ \A1;75' TRANSITION LOT 1 LOT 15 LOT 14 LOT 13 LOT 14 LOT 1 LOT 2 STOUT STREET MACKINAC STREET Δ Δ Δ Δ \A1;75' TRANSITION LOT 13 LOT 12 LOT 11 LOT 5 LOT 6 LOT LOT 9 SAISON STREET STOUT STREET \A1;75' TRANSITION Δ Δ Δ Δ 58.6' TRANSITION {50' TRANSITI ON} MACKINAC STREET LOT 16 LOT 17 LOT 18 LOT 4 LOT 1 DUNKEL STREET \A1;75' TRANSITION Δ Δ 35' TRANSITION RD17 INTERSECTION DETAILS J. Prelog N. Whitcomb 1"=20' CHANGED CHECKED BY: TRACT G TRACT F LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 DUNKEL STREET SAISON STREET \A1;75' TRANSITION Δ Δ LOT 4 LOT 3 LOT 2 LOT 5 LOT 6 LOT 9 LOT 10 TRAPPIST STREET SAISON STREET RD18 INTERSECTION DETAILS J. Prelog N. Whitcomb 1"=20' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT01 DETAILS WATER J. Prelog N. Whitcomb 1"=1' ELCO WATER DISTRICT DETAIL: DRAWN: DATE: CASING CHOCKS TO BE POWERSEAL MODEL 4810 (STANDARD CONFIGURATION) OR EQUAL. %%U MANUFACTURER: %%U POWERSEAL PIPELINE PRODUCTS CORP. P.O. BOX 2014 WICHITA FALLS, TX. 76307 (800) 433-0932 CASING CARRIER PIPE CASING CHOCKS - 3 PER PIPE SECTION ON 6' CENTERS CASING CARRIER PIPE CASING CHOCK ASSEMBLY %%U CENTERLINE SECTION %%U %%U END SECTION %%U BURIED CASING DETAIL R.K.B. 12/28/93 CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT02 DETAILS WATER J. Prelog N. Whitcomb 1"=1' ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 1/4 O.D. 4" MIN. TRENCH BACKFILL UNDISTURBED SOIL 3/4" WASHED ROCK COMPACTED PIPE SUBGRADE %%U CLASS B BEDDING DETAIL %%U PIPE O.D. PIPE SUBGRADE 1/4 O.D. 4" MIN. UNDISTURBED SOIL DO NOT USE MECHANICAL EQUIPMENT IN THIS ZONE CAREFULLY COMPACTED SELECT SOIL %%U MODIFIED CLASS B BEDDING DETAIL %%U CLASS B BEDDING DETAIL RKB 10/91 12" MIN. CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT03 DETAILS SANITARY J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner GENERAL MANAGER REVIEWED BY: DT04 DETAILS DRAINAGE J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DT05 DETAILS DRAINAGE J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS DT06 DETAILS DRAINAGE J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 IF RISER IS REQUIRED THE BASE IS POURED WITH A BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE (MINIMUM) STREET (HP) HIGH (HP) POINT 7 TO 9 FEET VERTICAL DROP DROP (MINIMUM) 6" VERT. 1% OR (MINIMUM) 2% SLOPE (MINIMUM) 1% OR 2% SLOPE CURB FLOW LINE R.O.W. LOW OF SIDE LOT 2% (MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) HIGH (HP) POINT 1% SLOPE OR (MINIMUM) 2% 1% SLOPE OR (MINIMUM) 2% BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF 2% (MINIMUM) SLOPE 2% SLOPE DT08 DETAILS GRADING J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DT09 DETAILS GRADING J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF DT10 DETAILS GRADING J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT11 DETAILS SITE J. Prelog N. Whitcomb 1"=1' 6" 2"R. 2" 6" 6" 12" 1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT12 DETAILS SITE J. Prelog N. Whitcomb 1"=1' Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36" 2.25" x 2.25" x 3'-0" 2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. * * 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31) 7'-0" MIN. CLEARANCE 2' - 3' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DT13 DETAILS SITE J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 12" (Water & Sewer) If this section is less than UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 50' WIDE EASEMENT TO WYOMING GAS COMPANY. BOOK 1183, PAGE 488 \A1;50.00' SECTION 7 SECTION 8 ACCESS EASEMENT BOOK 1584, PAGE 476 S00°16'05"W 510.98' FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 PARCEL # 8708208005 OWNER: BURLINGTON NORTHERN RAILROAD BOOK 506, PAGE 199 REC'D 12-12-1924 OWNER: BURLINGTON NORTHERN RAILROAD BOOK 506, PAGE 199 REC'D 12-12-1924 OWNER: AMBER WAVES LLC REC. NO. 423677 PARCEL # 8707108004 X X SF SF SF SF SF SF SF SF SAN SAN T T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E SF SF SF SF SF SF SF \A1;VTC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF WTR I RR WTR SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN SF SF SF SF SF SF SF SF SAN SAN T T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E SF SF SF SF SF SF SF \A1;VTC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF WTR I RR WTR SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN WTR EM T E GM SF SF SF SF SF SF SF SF SAN SAN T T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E SF SF SF SF SF SF SF \A1;VTC SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF WTR I RR WTR SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN WTR EM T E GM EPB TR TR TR SAN OHE OHE OHE OHE OHE E T T E UD UD UD UD 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 X X X \A1;SSA \A1;SB \A1;RS \A1;RS \A1;RS \A1;RS \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP SF SF SF SF SF SF SF SF BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 2 BLOCK 2 TRACT G TRACT H TRACT I TRACT F TRACT J TRACT K TRACT L TRACT L TRACT B TRACT A TRACT B TRACT E BLOCK 5 TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 LAMBIC STREET LAGER STREET STOUT STREET STOUT STREET SAISON STREET LAGER STREET LAGER STREET SAISON STREET BOCK STREET LAMBIC STREET BOCK STREET MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET PALE ALE STREET SOUR STREET PINT STREET SHANDY STREET MEXICO WAY LAGER STREET \A1;CWA \A1;SP N EC03 OVERLOT PHASE 1, 2 & 4 EROSION CONTROL PLAN J. Prelog N.Whitcomb 1"=100' 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 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 MATCHLINE - ABOVE KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CROSS PAN CONCRETE (TYP.) GENERAL NOTES: 93 VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. PERMANENT BMP'S TEMPORARY BMP'S VTC SB ECB SSA SP RS 100-YR FLOODPLAIN GAS WELL SITE ROCK SOCK PROJECT BOUNDARY MATCHLINE - BELOW City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4 GRADING (Include Offsite) Overlot Grading PIPELINE INSTALLATION Storm Drain Sewer Line and Services Waterline and Services CONCRETE INSTALLATION Site Walls Building Structures Curb and Gutter MISCELLANEOUS Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Riprap A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. EROSION CONTROL NOTES: 1 UPDATED LOTS AND GRADING 04/08/15 NEW JEP EPB TR TR TR SAN OHE OHE OHE OHE OHE E T T E UD UD UD UD 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 X X X \A1;SSA \A1;SB \A1;RS \A1;RS \A1;RS \A1;RS \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP SF SF SF SF SF SF SF SF BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 2 BLOCK 2 TRACT G TRACT H TRACT I TRACT F TRACT J TRACT K TRACT L TRACT L TRACT B TRACT A TRACT B TRACT E BLOCK 5 TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 LAMBIC STREET LAGER STREET STOUT STREET STOUT STREET SAISON STREET LAGER STREET LAGER STREET SAISON STREET BOCK STREET LAMBIC STREET BOCK STREET MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET PALE ALE STREET SOUR STREET PINT STREET SHANDY STREET MEXICO WAY LAGER STREET \A1;CWA \A1;SP N EC02 OVERLOT PHASE 1 & 4 EROSION CONTROL PLAN J. Prelog N.Whitcomb 1"=100' 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 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 MATCHLINE - ABOVE KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CROSS PAN CONCRETE (TYP.) GENERAL NOTES: 93 VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. PERMANENT BMP'S TEMPORARY BMP'S VTC SB ECB SSA SP RS 100-YR FLOODPLAIN GAS WELL SITE ROCK SOCK PROJECT BOUNDARY MATCHLINE - BELOW City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4 GRADING (Include Offsite) Overlot Grading PIPELINE INSTALLATION Storm Drain Sewer Line and Services Waterline and Services CONCRETE INSTALLATION Site Walls Building Structures Curb and Gutter MISCELLANEOUS Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Riprap A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. EROSION CONTROL NOTES: 1 UPDATED LOTS AND GRADING 04/08/15 NEW JEP WTR EM T E GM EPB TR TR TR SAN OHE OHE OHE OHE OHE E T T E UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 50' WIDE EASEMENT TO WYOMING GAS COMPANY. BOOK 1183, PAGE 488 \A1;50.00' SECTION 7 SECTION 8 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 \A1;SSA \A1;SB \A1;RS \A1;RS \A1;RS \A1;RS \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;SF \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP \A1;RP SF SF SF SF SF SF SF SF BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 2 BLOCK 2 TRACT G TRACT H TRACT I TRACT F TRACT J TRACT K TRACT L TRACT L TRACT B TRACT A TRACT B TRACT E BLOCK 5 TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 LAMBIC STREET LAGER STREET STOUT STREET STOUT STREET SAISON STREET LAGER STREET LAGER STREET SAISON STREET BOCK STREET LAMBIC STREET BOCK STREET MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET PALE ALE STREET SOUR STREET PINT STREET SHANDY STREET MEXICO WAY LAGER STREET \A1;CWA \A1;SP N EC01 CONTROL PLAN EROSION J. Prelog N.Whitcomb 1"=100' 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 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 MATCHLINE - ABOVE KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 LEGEND: 5013 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET PROPOSED CROSS PAN CONCRETE (TYP.) GENERAL NOTES: 93 VEHICLE TRACKING CONTROL PAD SILT FENCE PLANTED RIPRAP PROTECTION SWALE WATTLE DIKE WD RP SF IP CWA NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR. PERMANENT BMP'S TEMPORARY BMP'S VTC SB ECB SSA SP RS 100-YR FLOODPLAIN GAS WELL SITE ROCK SOCK PROJECT BOUNDARY MATCHLINE - BELOW City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION CONSTRUCTION PHASE PHASE 1 PHASE 2 PHASE 3 PHASE 4 GRADING (Include Offsite) Overlot Grading PIPELINE INSTALLATION Storm Drain Sewer Line and Services Waterline and Services CONCRETE INSTALLATION Site Walls Building Structures Curb and Gutter MISCELLANEOUS Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking (VTC) Flow Barriers (Bales, Wattles, etc.) (WD) Concrete Washout (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Riprap A.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. B.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. C.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. D.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. E.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. F.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) G.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. H.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. I.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. J.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. K.CONSTRUCTION STAGING IS GENERALLY EXPECTED TO OCCUR ON TRACT A. THIS INCLUDES TEMPORARY SOIL STOCKPILES, MATERIAL STORAGE, CONSTRUCTION TRAILERS, DUMPSTERS, PORTABLE TOILETS, ETC. PROPER BMPs SHALL BE IMPLEMENTED AND MAINTAINED ACCORDINGLY FOR SAID COMPONENTS, AND ADAPTED AS NECESSARY AS CONSTRUCTION PROGRESSES AND/OR OCCURS IN OTHER LOCATIONS. L.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. M.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. EROSION CONTROL NOTES: 1 UPDATED LOTS AND GRADING 04/08/15 NEW JEP 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 SAN SAN WTR SAN SAN SAN WTR IRR WTR WTR SAN SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN SAN WTR T TV EM TE GM GM GM GM GM EM CATV EM E TE GM GM GM TE TE EM EM E EM TE GM GM EM CATV EM EM GM GM GMGM TE TE EM GM GM WTR WTR EPB EPB EPB EPB EPB TR TR TR TR TR SAN OHE OHE OHE OHE OHE E T T E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 6 BLOCK 7 BLOCK 8 BLOCK 2 BLOCK 2 TRACT G TRACT H TRACT I TRACT F TRACT J TRACT K TRACT L TRACT L TRACT B TRACT A TRACT B TRACT E BLOCK 5 TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 1 BLOCK 2 POND B POND A PLD 2 1 4 15 14 10 8 3 5 6 8 9 11 12 13 16 B1 5.62 0.36 0.44 A2 2.14 0.34 0.43 A1 5.84 0.34 0.43 A4 3.92 0.36 0.45 A7 0.74 0.35 0.44 A9 0.69 0.32 0.41 B4 0.21 0.49 0.61 A8 2.38 0.34 0.42 A3 1.69 0.20 0.25 A5 2.13 0.21 0.27 A6 0.68 .20 .25 A10 4.53 0.22 0.28 B3 2.07 0.26 0.32 B5 0.93 0.36 0.45 B6 3.09 0.19 0.24 B2 2.55 0.38 0.48 INLET B1 5' TYPE R INLET INLET B2 5' TYPE R INLET FES B POND B OUTLET STRUCTURE FES B3 OS2 0.71 0.65 0.81 OS1 .071 0.65 0.81 A1 A1 B B B B A2 A2 MEXICO WAY SWALE SECTION A1-A1 4:1 4:1 SWALE SECTION A2-A2 4:1 4:1 SWALE SECTION B-B 4:1 4:1 SAN SAN T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E 17 18 INTERNATIONAL BLVD MEXICO WAY CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 DR01 DRAINAGE PLAN DEVELOPED A. Cronin A. Cronin 1"=100' 0.45 1.00 0.23 A PROPOSED RIGHT-OF-WAY PROPOSED STORM SEWER LEGEND: DRAINAGE SYMBOLS: EXISTING STORM SEWER PROPOSED STORM INLET PROPOSED LOTLINE EASEMENT LINE FUTURE LOTLINE FUTURE RIGHT-OF-WAY DESIGN POINT MAJOR BASIN BOUNDARY SUB-BASIN BOUNDARY FLOW DIRECTION 10 EXISTING MINOR CONTOUR EXISTING PROPOSED MAJOR MINOR CONTOUR CONTOUR 5013 PROPOSED MAJOR CONTOUR 5013 N ROTATION: 0%%D ( IN FEET ) 1 inch = ft. 100 0 100 Feet 100 200 300 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION POND SUMMARY POND ³ ³ ³ 100-YR WSEL (FT) PEAK RELEASE RATE (CFS) A 80,693 80,693 4931.25 8.70 B 32,347 72,894 105,241 4931.247.84 MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pavement Thickness Varies Varies 1" (min.) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. LARIMER COUNTY URBAN AREA STREET STANDARDS CONSTRUCTION DRAWINGS REVISION NO: 1 DRAWING 2201 DATE: 08/07/00 TRENCH DETAIL FROM F Street Curb REVISION NO: 1 DATE: 04/01/07 STREET STANDARDS CONSTRUCTION DRAWINGS SIGN POST URBAN AREA LARIMER COUNTY DRAWING 1401 See Figure 16-1 SW SAMPLE AVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST. L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS * 12 Gauge 30" 8" 8" ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft CONSTRUCTION SIDEWALK DETAIL LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1602 DRAWING REVISION DATE: 04/NO: 01/07 2 Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. DETACHED ATTACHED 3'-0" 6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. STANDARD SIDEWALK STREET STANDARDS LARIMER URBAN AREA COUNTY REVISION NO: 1 CONSTRUCTION DRAWINGS DATE: 04/01/07 1601 DRAWING SIDEWALK 8" Commercial Gutter to gutter width of approach street 1/2 R11-2 (48x30) 1/4 1/4 extended by future development. dead end on a temporary basis, and must be maintained by the Developer until the street is These signs and barricades must be installed by the Developer at the end of all new streets that background, front side only, paint back and edges white. 3. Use 6" wide reflectorized orange stripes on reflectorized white 2. Posts shall be 6" x 6" pressure treated, rot-resistant lumber. 1. Rails shall be nominal lumber dimension. NOTES: 8" to 12" 8" to 12" 8" to 12" 4. Other options may be used as approved by Local Entity Engineer. CONSTRUCTION STANDARD TEMPORARY DEAD END BARRICADES LARIMER COUNTY STREET URBAN STANDARDS AREA DRAWINGS 1413 DRAWING REVISION DATE: 04/NO: 01/07 2 ROAD CLOSED ATTACHED / SIDEWALK DOES NOT END AT BARRICADE ENDS AT BARRICADE DETACHED OR SIDEWALK City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 8' DOWELL IF JOINTS A TOOL JOINT A JOINTS (TYP.) CONTROL PARALLEL STREET CLASSIFICATION LOVELAND DEPTH OF INVERT W WIDTH CROSS PAN Arterial 10' 1 1/4" 1 1/2" Collector 8' 1" 1 1/8" Local 6' 3/4" 7/8" d (MIN.) d (MAX.) 1 1/2" 2 1/2" 2" DEPTH OF INVERT FT. COLLINS LARIMER COUNTY DRAWINGS CONSTRUCTION REVISION NO: 2 708 DRAWING STREET STANDARDS URBAN AREA DATE: 04/01/07 STREET INTERSECTION CROSSPAN d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) SECTION A-A PAVEMENT DESIGN + 1/2" FOR COLLECTOR 8" MIN. FOR RESIDENTIAL. USE CONCRETE 10' MINIMUM (ARTERIAL) 8' MINIMUM (COLLECTOR) PLAN VIEW 6' MINIMUM (LOCAL) COLD JOINT (See Standard Drawing 714) AT 10' O.C. TOOL JOINT FOR PANS OVER 40' CONTROL JOINT REQUIRED CONTROL ROADWAY WIDTH ALL INTERSECTIONS TO HAVE ACCESS RAMPS NOTE: * * & ARTERIALS. SIDES. TO PAN SECTION, TYPICAL BOTH TRANSITION FROM C & G SECTION WALK THICKNESS ASPHALT DESIGNED 2T* W ASPHALT 2T* W T W P.C. CROSSPAN THICKENED ASPHALT THICKENED ASPHALT THICKNESS DESIGNED AND WALK CURB, GUTTER ASPHALT PAVING DETAIL (CROSSPAN) STREET STANDARDS LARIMER COUNTY URBAN AREA CONSTRUCTION DRAWINGS DATE: REVISION 04/NO: 01/07 1 710 DRAWING T = THICKNESS OF CROSSPAN W = WIDTH OF CROSSPAN P.C. *-If subgrade is flyash treated, use T instead of 2T. 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types) DATE: 03/01/02 CURB AND GUTTER URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 701 DRAWING 7 3/8" (L) 1 3/8" 17" 6" 3 3/8" 14" FL R 16" R 16" DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L) R 16" DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18" 18" 3 3/8" 1 3/8" 6" R 16" FL 14" 6" 17" 1 1/2" 5' (L) 8 5/8" (F.C.) 7 1/4" F.C. 12" (F.C.) Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL DATE: 03/01/02 CURB AND GUTTER/SIDEWALK URBAN AREA STREET STANDARDS LARIMER COUNTY CONSTRUCTION DRAWINGS REVISION NO: 1 702 DRAWING 6" 3'-9" (F.C.) For Thickness 2' min. (L) 1" 18" MAX. OUTFALL Curb 4" Landscaping 1" Radius Median Splash Guard See Note 1 & 2. Pavement Barrier Curb Pavement 2' (min.) See Note 3 for landscaping 1'-9" Compacted Subgrade (Typical) 6" MIN. Median Width Varies NOTES: 1. All Splash Guard shall be constructed of stamped concrete, colored concrete or equivalent, or exposed aggregate as required by the Local Entity. 2. Use 10' joint spacing on the Splash Guard concrete (match C&G joints). 3. For the portions of medians where the landscape area is less than 2' wide, the landscape area shall be paved in concrete (same material as the Splash Guard) 4. Any median trees shall be trimmed so the minimum branch height is 8' above the pavement. 5. A drainage system may be required whenever an irrigation system is proposed within the median. 1'-9" 6" 4" LARIMER COUNTY STREET STANDARDS CONSTRUCTION URBAN AREA DRAWINGS REVISION DATE: NO: 04/01/07 705 DRAWING STANDARD DETAILS FOR RAISED MEDIAN 6" 1" 1 1/2"R. 1'-6" 2" R. 4-1/2" 12" 6" OUT FALL CURB & GUTTER 8" BARRIER CURB 6" 1'-0" a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 6" 6" 6" 1'-6" 18" 10" 8" ROADWAY PAVEMENT FL F L 6" MOUNTABLE CURB MEDIAN (ISLAND CURBS) STREET STANDARDS CONSTRUCTION LARIMER COUNTY URBAN AREA DRAWINGS REVISION DATE: 04/NO: 01/07 2 703 DRAWING 1 1/4" BARRIER CURB (KEY WAY OR EPOXY) 1/8" TO 1/4"R. 1"± 1/4" CONCRETE PAVEMENT (SECTION B) 1 1/2" 3" ASPHALT OR 6" 1 1/2"R. 1 1/2" (SECTION M) MOUNTABLE CURB (KEY WAY OR EPOXY) 3 1/2" 3" 1"± 1/4" 1"R. 6" 4" 1/8" TO 1/4"R. 6" w/concrete pavement 8" w/asphalt * * 6" 1-1/2" b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. Notes: REVEAL (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 6" (FORT COLLINS ONLY) 1-1/2" TO City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 0" ON BEDROCK OR HARD SURFACE, 2" IN SOIL ROCK SOCK SECTION ROCK SOCK PLAN 4" TO 6" MAX AT CURBS, OTHERWISE 6"-10" DEPENDING ON EXPECTED SEDIMENT LOADS ROCK SOCK JOINTING \A1;12" \A1;12" {ROCK SOCK INSTALLATION NOTES }1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 1{}" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (1{}" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF {}", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 0-15 MATCHES SPECIFICATIONS FOR \A1;NO. {\H1x;4 COARSE 3/8}" AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK 0-SHALL 5 BE FRACTURED FACE, ALL SIDES Figure C3-1 STABILIZED STAGING AREA Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) PLAN DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY VTC AT CONSTRUCTION ENTRANCE SEE VTC DETAIL PAVED AREA CONSTRUCTION SITE ACCESS STAGING AREA FOR PARKING, STORAGE, LOADING AND UNLOADING STABILIZED WITH 3" MIN. GRANULAR MATERIAL (GRAVEL OR CLEAN RECYCLED CONCRETE) 12" MIN. THICKNESS 1. SEE PLAN VIEW FOR GENERAL LOCATION OF STAGING AREA. CONTRACTOR MAY MODIFY LOCATION AND SIZE OF STABILIZED STAGING AREA WITH APPROVAL FROM LOCAL JURISDICTION. 2. STABILIZED STAGING AREA SHALL BE LARGE ENOUGH TO FULLY CONTAIN PARKING, STORAGE, AND UNLOADING AND LOADING OPERATIONS. 3. IF REQUIRED BY THE LOCAL JURISDICTION, SITE ACCESS ROADS SHALL BE STABILIZED IN THE SAME MANNER AS THE STAGING AREA. 4. STAGING AREA SHALL BE STABILIZED PRIOR TO ANY OTHER OPERATIONS ON THE SITE. 5. THE STABILIZED STAGING AREA SHALL CONSIST OF A MINIMUM OF 3" OF GRANULAR MATERIAL (GRAVEL OR CLEAN RECYCLED CONCRETE). STABILIZED STAGING AREA INSTALLATION NOTES STABILIZED STAGING AREA MAINTENANCE NOTES 1. THE SWMP MANAGER SHALL INSPECT THE STABILIZED STAGING AREA WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. 2. SWMP MANAGER SHALL PROVIDE ADDITIONAL THICKNESS OF GRANULAR MATERIAL IF ANY RUTTING OCCURS OR UNDERLYING SUBGRADE BECOMES EXPOSED. 3. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARY TO CONTAIN PARKING, STORAGE, AND UNLOADING AND LOADING OPERATIONS. 4. ANY ACCUMULATED DIRT OR MUD SHALL BE REMOVED FROM THE SURFACE OF THE STABILIZED STAGING AREA. 5. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE END OF CONSTRUCTION. THE GRANULAR MATERIAL SHALL BE REMOVED OR, IF APPROVED BY THE LOCAL JURISDICTION, USED ON SITE, AND THE AREA TOPSOILED, DRILL SEEDED AND CRIMP MULCHED OR OTHERWISE STABILIZED. SSA Figure C4-3 EROSION CONTROL BLANKET Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) ECB AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING INDICATED IN PLAN VIEW (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6" TOPSOIL "M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6" TOPSOIL 6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12" MIN. Figure C4-3a EROSION CONTROL BLANKET (CONTINUED) Urban Drainage and Flood Control District Drainage Criteria Manual (V.3) EROSION CONTROL BLANKET CONTINUED STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) DETAIL BASED ON DETAILS PROVIDED BY DOUGLAS COUNTY PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW STRAW-COCONUT COCONUT OR EXCELSIOR ROLL WIDTH "W" (TYP.) 6' 3' 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 6' 4' 3' 2' 10. DETAILS ON DESIGN PLANS FOR MAJOR DRAINAGEWAY STABILIZATION WILL GOVERN IF DIFFERENT FROM ONES SHOWN HERE AND MULCHED. 9. ANY AREAS OF SEEDING AND MULCHING DISTURBED IN THE PROCESS OF INSTALLING EROSION CONTROL BLANKET SHALL BE RESEEDED 8. MATERIAL SPECIFICATIONS OF EROSION CONTROL BLANKET SHALL CONFORM TO TABLE 7.1. 7. THE OVERLAPPING JOINT DETAIL SHALL BE USED TO JOIN ROLLS OF BLANKETS TOGETHER FOR BLANKETS ON SLOPES. 6. INTERMEDIATE ANCHOR TRENCH SHALL BE USED AT SPACING OF ONE-HALF THE ROLL LENGTH FOR COCONUT AND EXCELSIOR BLANKETS. BLANKETS EXCEPT STRAW, WHICH MAY USE AN OVERLAPPING JOINT. 5. JOINT ANCHOR TRENCH SHALL BE USED TO JOIN ROLLS OF BLANKETS TOGETHER (LONGITUDINALLY AND TRANSVERSELY) FOR ALL 4. PERIMETER ANCHOR TRENCH SHALL BE USED AT OUTSIDE PERIMETER OF ALL BLANKET AREAS. EXIST UNDER THE BLANKET. PRIOR TO BLANKET INSTALLATION AND THE BLANKET SHALL BE IN FULL CONTACT WITH SUBGRADE, NO GAPS OR VOIDS SHALL GRADING, SURFACE PREPARATION, AND SEEDING BELOW THE SEEDING AND MULCHING. SUBGRADE SHALL BE SMOOTH AND MOIST 3. IN AREAS WHERE EROSION CONTROL BLANKET IS SHOWN ON THE PLANS, THE PERMITTEE SHALL PLACE TOPSOIL AND PERFORM FINAL SYNTHETIC MATERIAL, EVEN IF PHOTO DEGRADABLE, SHALL BE ALLOWED. 2. ALL EROSION CONTROL BLANKETS AND NETTING SHALL BE MADE OF 100% NATURAL AND BIODEGRADABLE MATERIAL; NO PLASTIC OR OTHER - AREA "A" IN SQUARE YARDS OF EACH TYPE OF BLANKET. - TYPE OF BLANKET (STRAW, STRAW-COCONUT, COCONUT, OR EXCELSIOR). - LOCATION OF PERIMETER OF EROSION CONTROL BLANKET. 1. SEE PLAN VIEW FOR: EROSION CONTROL BLANKET INSTALLATION NOTES EROSION CONTROL BLANKET MAINTENANCE NOTES 1. THE SWMP MANAGER SHALL INSPECT EROSION CONTROL BLANKETS WEEKLY, DURING AND AFTER ANY STORM EVENT AND MAKE REPAIRS AS NECESSARY. 2. EROSION CONTROL BLANKET IS TO BE LEFT IN PLACE UNLESS REQUESTED TO BE REMOVED BY THE LOCAL JURISDICTION. 3. ANY EROSION CONTROL BLANKET PULLED OUT, TORN, OR OTHERWISE DAMAGED SHALL BE RE-INSTALLED. ANY SUBGRADE AREAS BELOW THE BLANKET THAT HAVE ERODED TO CREATE A VOID UNDER THE BLANKET, OR THAT REMAIN DEVOID OF GRASS SHALL BE REPAIRED, RESEEDED AND MULCHED AND THE EROSION CONTROL BLANKET REINSTALLED. ECB TABLE 7.1 - EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT 100% - - * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL 70% MAX. 2 EROSION CONTROL BLANKET DT10 3 EROSION CONTROL BLANKET DT10 1 ROCK SOCK DETAIL DT10 4 STABILIZED STAGING AREA DT10 5 STOCKPILE MANAGMENT DT10 CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. LOCATION OF CONCRETE WASHOUT AREA ON SHEET EC1 IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. {NOTES: }1. 2. 3. 4. 5. 6. 7. 3H:1V OR FLATTER SIDE SLOPES \A1;12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE \A1;12" \A1;2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA CONCRETE WASHOUT AREA CWA 6 DT10 UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R VEHICLE CONTROL TRACKING PAD MANHOLE ROCK BERM SHALL CURB INLET 2"x 4" WOOD STUD EXTENDED INTO CONCRETE BLOCKS WIRE ENCLOSED 1 1/2" WASHED ROCK CONCRETE BLOCKS CURB INLET GRAVEL FILTER WIRE SHALL ENCLOSED BE 2"x4" WOOD STUD OVERFLOW FILTERED RUNOFF %%uSECTION A-A A A %%uPLAN VIEW {CURB INLET GRAVEL FILTER (CONTINUOUS GRADE)} %%uSECTION B-B %%uPLAN VIEW B B ROCK BERM SHALL BE PLACED TIGHTLY AGAINST CURB FACE WIRE ENCLOSED 1 1/2" WASHED ROCK CURB AND GUTTER CURB AND GUTTER BE PLACED TIGHTLY AGAINST CURB FACE GRAVEL FILTER 1/2" TO 1" BELOW TOP OF CURB TUBULAR MARKER IF AREA ADJACENT TO CURB INLET BOX IS NOT STABILIZED, INSTALL A TEMPORARY SEDIMENT/EROSION CONTROL BMP UNTIL THE SURROUNDING AREA IS SUFFICIENTLY STABILIZED. TUBULAR MARKER TUBULAR MARKER \A1;3' \A1;2' CURB INLET WIRE ENCLOSED SETTLED RUNOFF GRAVEL FILTER CURB INLET MANHOLE {CURB INLET BLOCK AND GRAVEL FILTER (INLET IN SUMP)} INTERIM CONFIGURATION INLET PROTECTION IN STREETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. INLET PROTECTION (AFTER PAVING) SHALL BE INSTALLED WITHIN 48 HOURS AFTER PAVING IS PLACED. WASHED ROCK SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". TUBULAR MARKERS SHALL MEET REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). OTHER CURB INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. {GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH UPSTREAM OF ROCK BERM IS 2 1/2" OF THE CREST. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. UNLESS THE CITY ACCEPTS EARLIER REMOVAL OF INLET PROTECTION IN STREETS. {MAINTENANCE NOTES: }1. 2. 3. 4" MIN 5" MAX \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES \A1;BMP WIDTH VARIES TUBULAR MARKER TUBULAR MARKER CURB INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY. 3" - 6" ROCK CURB CUT 50' MIN. 2" MIN. 6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC PLANTED RIPRAP INSTALLATION TYPE H TYPE M TYPE L TYPE VL 2-10 35-50 70-50-100 70 TABLE I CLASSIFICATION AND GRADATION OF ORDINARY RIPRAP RIPRAP DESIGNATION % SMALLER THAN GIVEN SIZE BY WEIGHT INTERMEDIATE ROCK DIMENSIONS (INCHES) d 50 (INCHES)* TYPE VH * d = MEAN PARTICAL SIZE (INTERMEDIATE DIMENSION) BY WEIGHT. ** MIX VL AND L RIPRAP WITH 30% (BY VOLUME) TOPSOIL AND BURY IT WITH 6+ INCHES OF TOP SOIL, ALL VIBRATION COMPACTED, AND REVEGETATED. 50 6 2 9 12 6** 35-50 2-10 50-70 70-100 9 3 12 15 9** 35-50 2-10 50-70 70-100 12 4 18 21 12 24 18 50-70 24 35-50 2-10 50-70 2-10 70-100 35-50 24 9 33 6 42 18 70-100 30 TABLE II GRADATION FOR GRANULAR BEDDING U.S. STANDARD TYPE I CDOT SECT. 703.01 TYPE II CDOT SECT. 703.09 CLASS A SIEVE SIZE 3 INCHES 1 1/2 INCHES 3/4 INCHES 3/8 INCHES #4 #16 #50 #100 #200 PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES -- -- -- 100 95-100 45-80 10-30 2-10 0-2 90-100 -- 20-90 -- 0-20 -- -- -- 0-3 VL(d = 6IN.), L(d = 9 IN.) M(d = 12 IN.) H(d = 18 IN.) TABLE III THICKNESS REQUIREMENTS FOR GRANULAR BEDDING U.S. STANDARD SIEVE SIZE FINE-TYPE GRAINED I PERCENT TYPE SOILS* WEIGHT II BY PASSING SQUARE-MESH SIEVES COURSE-GRAINED SOILS** 4 4 6 6 6 6 8 8 50 50 50 50 TYPE II 50 \A1;2'\A1;50 2d \A1;SEE TABLE III \A1;2d \A1;SEE TABLE III 50 TYPE II BEDDING RIPRAP FLARED END SECTION (TYP.) GRANULAR BEDDING RIPRAP TYPE II BEDDING TYPE I BEDDING GRANULAR BEDDING CONCRETE CUTOFF WALL RIPRAP AT PIPE OUTLET {\LWITH CUTOFF WALL} RIPRAP AT PIPE OUTLET {\LWITHOUT CUTOFF WALL} * MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING. THE SUBSTITUTE OF ONE LAYER OF TYPE II BEDDING SHALL NOT BE PERMITTED AT DROP STRUCTURES. THE USE OF A COMBINATION OF FILTER FABRIC AND TYPE II BEDDING AT DROP STRUCTURES IS ACCEPTABLE. \A1;12" MIN. COMPACT BACKFILL TO 95% STANDARD PROCTOR STAPLES FABRIC SOIL STAPLES FABRIC RIPRAP {\LFILTER FABRIC PLACEMENT AND LAP DETAIL} {\LLAP DETAIL} FOR PLANTED RIPRAP, REMOVE PORTION OF RIPRAP MINUS 4". IF DIRECTED BY ENGINEER BEFORE PLACEMENT, MIX RIPRAP WITH STABILIZATION SOIL (GRAVELY, CLAYEY TOPSOIL). APPROXIMATE RATION OF 75% RIPRAP:25% STABILIZATION SOIL. PLACE TWO LIFTS (MINIMUM) WITH LARGER ROCK ON TOP. ROCK VOIDS TO BE COMPLETELY FILLED TO FORM A HOMOGENEOUS MASS FOR THE FORMATION OF A ROOT MAT INTERTWINED WITH THE RIPRAP. STABILIZATION SOIL IS TO FILL RIPRAP VOIDS, NOT DISPLACE RIPRAP. FINISHED GRADE DESIGN RIPRAP GRADE PLACEMENT OF ROCK IN TOP LAYER WILL REQUIRE DISTURBANCE OF FIRST LAYER SOIL IS NOT TO BE PERCHED. STABILIZATION SOIL FILLS ALL VOID FROM FINISHED SURFACE TO NATIVE SOIL. \A1;D50% D MAXIMUM THICKNESS OF FIRST LIFT PLACEMENT OF TOP LIFT WILL REQUIRE ADJUSTMENT OF FIRST LIFT 41\A1;D 0" MIN 6" MAX 3" TYP MEASUREMENT ON SLOPE PERPENDICULAR TO SLOPE SEE NOTE 3 BELOW. GENERAL PLACEMENT TECHNIQUES SHOULD RESULT IN LARGER ROCK AT THE SURFACE WITH ROCK SECURELY INTERLOCKED AT THE DESIGN THICKNESS AND GRADE. COMPACTION AND LEVELING SHOULD RESULT IN MINIMAL VOIDS AND PROJECTIONS ABOVE GRADE. TYPICAL FOR BOTH BURIED AND EXPOSED RIPRAP. FOR PLANTED RIPRAP: FINAL RIPRAP TO BE COMPACTED BY FULL LOADING OF BACKHOE BUCKET, AS APPROVED. ANY SOFT, YIELDING OR PACKETS OF SMALL ROCK WILL BE REWORKED. PLACE STABILIZATION SOIL SO NO MORE THAN 3 INCHES THICK OVER ROCK AND 25 TO 50 PERCENT OF ROCK EXPOSED AS DIRECTED. COORDINATE ROCK PLACEMENT TO PROVIDE TREE OR SHRUB PLANTING PITS AS INDICATED ON PLANNING PLANS. 4" TO 6" TYPE I OR TYPE II GRANULAR BEDDING, PER TABLE III, FOR RIPRAP VL AND L. 18" THICK LAYER OF TYPE L RIPRAP FOR TYPES M, V, AND VH RIPRAP. {\LTYPICAL PLANTED RIPRAP PLACEMENT} FILTER FABRIC MAY BE USED IN COMBINATION WITH TYPE II BEDDING AT DROP STRUCTURES AS AN ALTERNATIVE TO A TWO LAYER FILTER. FILTER FABRIC SHALL CONFORM TO CDOT SPECIFICATIONS FOR CLASS A DRAINAGE GEOTEXTILES - SECTION 712. FOR CHANNEL APPLICATIONS REFER TO THE MAJOR DRAINAGE CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 1, FOR RIPRAP SIZING. FOR CULVERT/STORM SEWER OUTLET APPLICATIONS REFER TO THE HYDRAULIC STRUCTURES CHAPTER OF THE URBAN STORM DRAINAGE CRITERIA MANUAL, VOLUME 2, FOR RIPRAP SIZE, RIPRAP DEPTH, BASIN LENGTH, AND BASIN WIDTH. COORDINATE THE COLOR OF ALL EXPOSED RIPRAP WITH THE OWNER AND PROJECT LANDSCAPE ARCHITECT. FINISHED GRADE DEPICTED ABOVE SHALL BE FINISHED GRADE SPECIFIED ON GRADING PLANS. {GENERAL NOTES:} 1. 2. 3. 4. {PLANTED RIPRAP NOTES:} 1. 2. 3. {FILTER FABRIC NOTES:} 1. 2. RP OPTIONAL UNDERDRAIN RIPRAP SCHEDULE NOTE: ALL RIPRAP SHALL BE PLANTED, PER DETAIL 5, THIS SHEET SEDIMENT TRAP & SEDIMENT BASIN 2:1 MAX. FLOW TRANSITION EXISTING POND INTO SEDIMENT TRAP 2:1 MAX. 2:1 MAX. 2:1 MAX. \A1;0.8' MIN. \A1;1.\A1;6' 0.MIN. 2' MIN. \A1;3.2' \A1;1.6' B B 2:1 MAX. 2:1 MAX. A A {\LSECTION A-A} {\LPLAN VIEW} {\LSECTION B-B} SB 1 DT09 2 DT09 3 DT09 4 DT09 6 DT09 Design Pipe Pipe Diameter (ft) Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Basin 3 Culvert 1.0 VL 5.0 8.0 1.0 Design Point 3 (and culvert downstream) 2.5 VL 15.0 12.0 1.0 Design Point 5 (and culvert downstream) 2.5 L 12.0 12.0 1.5 Storm A 2.0 VL 6.0 6.0 1.0 Design Point 13 1.3 VL 4.0 5.0 1.0 Storm B 2.0 VL 6.0 6.0 1.0 Outlet 2.0 VL 6.0 6.0 1.0 #4@#4@12" 12" #4@18" #4@12" \A1;2'-6" #4L@12" #4@12" \A1;Wo PLATE FLOW CONTROL \A1;6" \A1;3" CLR. 3" CLR. 3" CLR. TO FASTEN GRATE DOWN 3/8"x6" THREADED BOLT \A1;2.30' 1 4 OR 3 3 1/2" x1 1/2" KEY OUTLET PIPE ELEV. B ELEV. A ELEV. C SPILL ELEV. CONCRETE OF OPTIONAL PAD WING WITH WALLS USE ORIFICE 100-YEAR OUTLET PLATE \A1;6" CONCRETE DOWEL WITH PAD USE OF (NOTE 5) TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TO GRATE, WITH GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED 5 OUTLET STRUCTURE PROTECTION DT09 UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R COMPACTED BACKFILL FLOW SILT TRENCH FENCE AND FABRIC ATTACHED (ASTM TO D6461) POST. ANCHORED IN 24" MIN 6' MAX FLOW TRENCH AND ATTACHED TO POST. 4"x4" TRENCH SILT FENCE FABRIC (ASTM D6461) ANCHORED IN 18" MIN 24" MIN 42" MIN POSTS {\LPREASSEMBLED SILT FENCE} JOIN FIRST ROTATE SECOND POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED. POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. {\LSILT FENCE JOINTS} DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. {INSTALLATION NOTES: }1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. \A1;4" MIN. \A1;4" MIN. {\C256;1 \H0.7x;\S1#2;\H1.429x;" x 1 \H0.7x;\S1#2;\H1.429x;" WOODEN FENCE POSTS} COMPACTED BACKFILL SILT FENCE SF WATTLE INSTALLATION %%UWATTLES - DETAIL A FLOW 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' %%UWATTLES - DETAIL B W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. SEDIMENT DEPOSITION ZONE STORM WATER LINE WEIGHTED WATTLE LIP OF GUTTER SIDEWALK EXISTING OR PROPOSED INLET TOP BACK CURB FLOW LINE %%uCURB INLET WATTLE PROTECTION SETUP%%u SEDIMENT DEPOSITION ZONE STORM WATER LINE LIP OF GUTTER WEIGHTED WATTLE AT 45 DEG. TO CURB SIDEWALK TOP BACK CURB FLOW LINE SIDEWALK TOP BACK CURB FLOW LINE W4 NOTES: 1. NUMBER OF WATTLES AND SPACING SHOULD BE DETERMINED BY THE SLOPE AND SITE CONDITIONS. 2. TUBULAR MARKERS SHALL MEET THE REQUIREMENTS OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 3. CITY RECOMMENDS INSTALLING AT LEAST 3 CHECKDAMS WHEN USING THIS SETUP. LIP OF GUTTER WEIGHTED WATTLE W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: 10. VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. 11. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. W3 NOTE: IF THE AREA BEHIND THE INLET IS NOT STABILIZED, A BMP SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE INLET 1"x 1" WOOD STAKES 18"-24" W1 THE CONTRACTOR SHALL INSPECT WATTLES EVERY TWO WEEKS AND AFTER ANY SIGNIFICANT STORM EVENT AND MAKE REPAIRS OR REMOVE SEDIMENT ACCUMULATED BEHIND WATTLE AS NECESSARY. SEDIMENT ACCUMULATED BEHIND WATTLE SHALL BE REMOVED WHEN THE SEDIMENT HAS ACCUMULATED TO ONE HALF THE DIAMETER OF THE WATTLE. WATTLES SHALL REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND IS ACCEPTED BY THE CITY. WATTLE MAINTENANCE NOTES: 1. 2. 3. ENDS SHALL ABUT TIGHTLY TO BACK OF CURB END SHALL ABUT TIGHTLY TO BACK OF CURB ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS 4' MAX. {\LPERVIOUS INSTALLATION} {\LIMPERVIOUS INSTALLATION} SEDIMENT DEPOSITION ZONE W3 W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SIDEWALK CULVERT/CHASE/PAN W4 W3, W4 & W5 NOTES: 1. WHEN USING STRAW WATTLE, THE STRAW WATTLE MUST HAVE A WEIGHTED CORE. 2. ALL PRODUCTS SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 3. OTHER PRODUCTS MAY BE USED IN PLACE OF WEIGHTED WATTLES UPON WRITTEN APPROVAL FROM THE CITY. NOTE: A COPY OF DETAILS AND SPECIFICATIONS WILL NEED TO BE INCORPORATED INTO THE SWMP. END SHALL TIGHTLY ABUT TO BACK OF CURB SEDIMENT DEPOSITION ZONE W5 TUBULAR MARKER EXISTING OR PROPOSED INLET %%UCONCRETE CHASE/TRICKLE CHANNEL SETUP END SHALL TIGHTLY ABUT TO BACK OF CURB %%UCURBSIDE CHECKDAMS SETUP SF NOTES: 1.FIBER ROLLS TO BE STAKED AS REQUIRED. 2.FIBER ROLLS TO REMAIN IN-PLACE UNTIL VEGETATION IS ESTABLISHED. {\LISOMETRIC VIEW} DRIVEWAY DRIVEWAY STREET SIDEWALK SIDEWALK EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS SWALE WATTLE DIKE ENTRENCH 3" POINT A %%USECTION A-A POINTS A MUST BE HIGHER THAN POINT B %%UPLAN VIEW POINT B POINT A WATTLE POINT A FLOW POINT B POINT A WATTLE DIKE {DITCH INSTALLATION} A A THE CONTRACTOR SHALL INSPECT DIKES EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF DIKES SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES 1/2 OF THE DESIGN DEPTH. DIKES ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. WHEN REINFORCED ROCK BERMS ARE REMOVED, ANY DISTURBED AREA SHALL BE SEEDED, CRIMPED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. WD STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. STA %%uOR%%u OR (10" MIN. DIA.) WIRE ENCLOSED 1 1/2" CRUSHED ROCK DROP INLET PERIMETER PLACED AROUND CINDER BLOCKS 1 1/2" CRUSHED ROCK WIRE ENCLOSED DROP INLET BLOCK INLET DROP RUNOFF FILTERED OVERFLOW %%USECTION A-A %%UPLAN VIEW STACKED 24" HIGH (2) CINDER BLOCKS %%UAND GRAVEL FILTER A A DROP INLET WITH GRATE WITH NO GAPS (TYP.) TIGHTLY ABUTTING %%UWATTLE FILTER DROP INLET INLET %%UPLAN VIEW \A1;ENTRENCH 3" CORNERS. EXCESS AT FRAME. GATHER AND STAPLE TO WITH GEOTEXTILE WRAP WOOD FRAME WOOD FRAME WOOD FRAME 2'' X 4'' WITH GRATE DROP INLET 3' 0'' 1' 6'' MAX. A DEPTH OF 6'' X 6'' BURY GEOTEXTILE AT %%uDROP INLET SILT FENCE BOX FLOW FLOW NOTE: ENTRENCH WATTLE 3" INTO NATURAL GROUND AT THE OUTSIDE EDGE OF CONCRETE APRON INLET PROTECTION AT AREA INLETS SHALL BE INSTALLED WITHIN 48 HOURS OF POURING INLET. CRUSHED ROCK SHALL BE FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH A 1-1/2" MINUS GRADATION. RECYCLED CONCRETE MEETING THIS GRADATION MAY BE USED. WIRE MESH SHALL BE FABRICATED OF 10 GAUGE WIRE TWISTED INTO A MESH WITH A MAXIMUM OPENING OF 1" (COMMONLY TERMED "CHICKEN WIRE"). ROLL WIDTH SHALL BE 48". IT IS RECOMMENDED THAT FILTER FABRIC, SUCH AS GRATE MATES OR EQUIVALENT, OR OTHER TEMPORARY BMP BE PLACED BENEATH THE INLET GRATE AND MAINTAINED UNTIL THE SURROUNDING AREA DRAINING TO THE INLET IS SUFFICIENTLY STABILIZED. OTHER AREA INLET PROTECTION METHODS WILL BE ALLOWED IF ACCEPTED BY THE CITY. { GENERAL NOTES: }1. 2. 3. 4. 5. THE CONTRACTOR SHALL INSPECT INLET PROTECTION EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF INLET PROTECTION SHALL BE REMOVED WHEN THE SEDIMENT DEPTH REACHES 1/2 OF THE DESIGN DEPTH. TO PREVENT CLOGGING, INLET GRATE FILTER FABRIC SHOULD BE CLEANED OR REPLACED PERIODICALLY. INLET PROTECTION IS TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED. WHEN INLET PROTECTION AT AREA INLETS ARE REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. {MAINTENANCE NOTES: }1. 2. 3. 4. 5. WATTLE WATTLE OR NOTE: INSTALLATION OF WATTLE STAKES MAY VARY (10" MIN. DIAMETER) DROP INLET PROTECTION IP 1 DT10 2 DT10 4 DT10 5 DT10 3 DT10 (MINIMUM) STREET (HP) WINDOW WELL HIGH (HP) POINT DROP 6" VERT. DROP 6" VERT. (MINIMUM) (MINIMUM) OF LOT MIDPOINT CURB FLOW LINE R.O.W. LOW OF SIDE LOT (2% MINIMUM) SLOPE HIGH POINT (MINIMUM) 2% SLOPE 2% (MINIMUM) SLOPE R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL HIGH (HP) POINT MIDPOINT OF LOT BACK OF WALK HIGH SIDE OF LOT CURB FLOW LINE R.O.W. LOW SIDE OF LOT HIGH POINT SIDEWALK DRIVEWAY CURB BACK OF (1% MINIMUM) OR 2% (MINIMUM) STREET (HP) WINDOW WELL SLOPE 1% OR 2% SLOPE "X" (MINIMUM) 2% SLOPE OF LOT MIDPOINT DROP 6" VERT. (MINIMUM) 2% SLOPE (MINIMUM) CURB FLOW LINE R.O.W. (MINIMUM) LOW OF SIDE LOT HIGH POINT (MINIMUM) (MINIMUM) R.O.W. LOW OF SIDE LOT BACK CURB OF HIGH OF LOT SIDE SIDEWALK DRIVEWAY STREET CURB FLOW LINE (HP) WINDOW WELL 1% SLOPE OR 2% 1% SLOPE OR 2% 1% SLOPE OR 2% 2% (MINIMUM) SLOPE (MINIMUM) 2% SLOPE MIDPOINT OF LOT \A1;20.0' ROW A LOT 1" = 30' \A1;20.0' ROW B LOT 1" = 30' 0.0% 0.0% REAR REAR \A1;35.0' \A1;VARIES 7.0% 2.0% \A1;35.0' \A1;VARIES 7.0% 2.5% (MIN.) DT07 DETAILS GRADING J. Prelog N. Whitcomb 1"=1' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 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 I:\StmWtr\Criteria Manual\D51.dwg 4/7/11 GRADING PLAN TYPE "W" (WALKOUT LEVEL) LOT PLAN VIEW ISOMETRIC VIEW I:\StmWtr\Criteria Manual\D48.dwg 4/7/11 GRADING PLAN TYPE "B" LOT PLAN VIEW ISOMETRIC VIEW I:\StmWtr\Criteria Manual\D47.dwg 4/7/11 GRADING PLAN TYPE "A" LOT PLAN VIEW ISOMETRIC VIEW 1/2[LOT WIDTH - (2 x SWALE TURN RADIUS) - (LOT WIDTH x STREET GRADIENT / SWALE GRADIENT)] NOTE: "X "= "SHIP-LAP" JOINT. 2'-0" 3'-0" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 560 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;\A1;4' 6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN 4 TON P52 SL M.(NUMBER A. STEPS REQ'D @12" VARIES O.C. WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 3' 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 N.T.S. N.T.S. DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7030 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1;3' GRATING (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A DIRECTION SECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES OPEN AREA: 260 SQ. IN. 3'-7" CURB ADJUSTS 4" 2'-7" 6" 3 1/4" TO 9" ANCHORS DATE DRAWN: 3/3/05 D43.dwg DRAWN BY: T. COX SINGLE CURB INLET CAD FILE NAME: DETAIL D-43 STORMWATER CONSTRUCTION DETAILS P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES 3" 5" 4-1/2" %%USUPPORT BEAM POCKET DETAIL AND ASTM C858-83. 2. DESIGNED ACCORDING TO ASTM C857-87 1. DESIGNED FOR AASHTO HS-20 LOADING. NOTES: IF RISER IS REQUIRED THE BASE IS POURED WITH A "SHIP-LAP" JOINT. 2'-0" 6'-1" GRATING (SEE DETAIL, THIS DRAWING) %%UGRATING DETAIL 3. 2. WEIGHT: 1100 LBS 1. %%UNOTES:%%U %%uISOMETRIC VIEW N.T.S. \A1;7'-\1" A1;6" \A1;6" \A1;2' \A1;6" N.T.S. \A1;6" 5'-8" MAX 3'-0" MIN M.A. STEPS @12" O.C. 4 TON P52 SL ANCHORS (NUMBER REQ'D VARIES WITH HEIGHT) 5'-8" MAX 3'-0" MIN \A1;6" N.T.S. %%USECTION B-B \\A1;A1;6" 6'-1" POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) 3) STEEL REINFORCEMENT: 4) CEMENT: ASTM C-150 SPECIFICATIONS 1) 4 TON P-52 SL ANCHORS (8 REQ'D) A. AASHTO HS-20-44, W/ IMPACT C. EQUIVALENT FLUID PRESSURE = 45 PCF D. 80 PSF LATERAL LIVE LOAD SURCHARGE B. SOIL WEIGHT = 120 PSF 2) CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE %%UDESIGN NOTES: 4500 PSI (MIN.) 1) DESIGN LOADINGS: %%ULIFTING NOTES: FRAME & GRATING NOT SHOWN 4 TON P-52 SL ANCHORS FOR SETTING A. REBAR, ASTM A-615 GRADE 60, MIN. OF 2" CLR. B. MESH, ASTM A-497 GRADE 80 DATE DRAWN: 3/3/05 D44.dwg DRAWN BY: T. COX CAD FILE NAME: N.T.S. N.T.S. N.T.S. 4" 2'-7" 6'-8" CURB ADJUSTS 6" 3 1/4" TO 9" DESIGNED ACCORDING TO ASTM C857-87 AND ASTM C858-83 DESIGNED FOR AASHTO HS-20 LOADING EAST JORDON IRON WORKS CURB INLET 7031 (OR EQUAL) TYPE M2 GRATE AND T1 BACK COMBINATION. \A1;3' GRATING (SEE DETAIL, THIS DRAWING) POCKET FOR SUPPORT BEAM (SEE DETAIL, THIS DRAWING) PIPE(S) SIZE, SHAPE AND LOCATION VARIES A A %%USECTION A-A B B A A SECTION DIRECTION LINE SECTION A-A (ARROWS IS VIEWED) POINT IN LEGEND PIPE(S) SIZE, SHAPE AND LOCATION VARIES 6" THICK CONCRETE WALL OPEN AREA: 520 SQ. IN. DETAIL DOUBLE CURB INLET D-44 STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES STAKING NOTES: 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF GUTTER/EDGE OF ASPHALT TO BE FLUSH WITH CAST IRON FRAME LIP OF GUTTER CURB TRANSITION AT INLET N.T.S. FACE CURB 2'-0" TRANSITION BACK OF CURB LIP OF GUTTER/EDGE OF ASPHALT TO BE FLUSH WITH CAST IRON FRAME LIP OF GUTTER CURB TRANSITION AT INLET STAKING NOTES: N.T.S. 1) CONTRACTOR SHALL HAVE ALL FOUR (4) CORNERS OF INLET BOX STAKED IN FIELD BY A QUALIFIED SURVEYOR PRIOR TO SETTING BOX. 2) CONTRACTOR SHALL ALSO HAVE A MINIMUM OF 20-FEET OF INCOMING CURB AND GUTTER IN EACH DIRECTION STAKED WITH THE INLET BOX. RUN STRING IF NECESSARY TO ENSURE PROPER CURB TRANSITION CAN BE MADE, AND THAT NO CONFLICTS ARISE. 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 FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: CONCRETE END SECTIONS 01/31/01 D-15 NBJ E C B E E E E F F PLAN C B D A RISE SPAN END VIEW PLAN E F M 206 SEE FOR FIGURE ACTUAL 1 OF AASHTO SIZES SECTION D F-FA RISSEPAN END VIEW F 3 IN. 5 IN. 5 IN. 3 IN. F 2 FT. 5 IN. 3/4 IN. GALVANIZED ANCHOR BOLTS, NUTS AND WASHERS, MILD STEEL, ASTM A 307. ROD LUG SHALL BE COATED WITH COAL-TAR EPOXY PAINT OR APPROVED EQUAL. 3/4 IN. "CANOPY" APPROVED, TYPE ROD EQUAL LUG, OR 2 FT. 7 IN. PIPE DIAMETER F 18 IN. - 30 IN. 36 IN. - 42 IN. 48 IN. - 60 IN. 72 IN. - 84 IN. 5 IN. 6 IN. 9 IN. CONCRETE JOINT FASTENER. LOCATION OF 1 IN. DIA. HOLES END SECTION FOR REINFORCED CONCRETE CIRCULAR PIPE END SECTION FOR REINFORCED CONCRETE ELLIPTICAL PIPE END SECTION FOR REINFORCED CONCRETE ARCH PIPE DIMENSIONS A B C D E PIPE I.D. IN. 12 15 18 24 30 36 42 48 54 60 72 5 1/2 11 1/2 12 17 18 24 28 27 36 34 1/2 23 26 26 43 53 60 61 70 65 58 75 49 47 48 54 43 37 36 28 35 40 21 72 73 74 97 96 97 97 98 100 98 96 24 29 36 48 60 71 78 84 90 96 108 IN. IN. IN. IN. IN. SECTION F-F 24 30 36 42 48 54 60 30 38 45 53 60 68 76 19 24 29 34 38 43 48 8 1/2 9 1/2 11 1/8 15 3/4 21 25 1/2 30 39 54 60 60 60 60 60 33 18 24 36 36 36 36 72 72 84 96 96 96 96 48 60 72 78 84 90 96 EQUIVALENT (INCHES) CIRCULAR DIAM. (IN.) NOMINAL (IN.) DIMENSIONS SPAN RISE A B C D E 24 30 36 48 54 DIAM. (IN.) CIRCULAR EQUIVALENT 42 60 72 96 96 96 96 96 (INCHES) 96 8 1/2 9 1/2 11 1/8 25 1/2 A DIMENSIONS 15 3/4 SPAN RISE 30 21 NOMINAL (IN.) B C 60 60 60 60 50 60 39 36 36 36 36 46 35 33 78 90 96 84 D 60 72 48 E 29 36 43 50 58 65 72 86 18 22 27 31 36 40 44 54 31 120 72 60 39 99 PLAN SECTION X-X GENERAL NOTES: 1. REVISED CDOH M-603-10 2. CONCRETE END SECTIONS ARE TO BE FURNISHED WITH TOUGE OR GROOVE AS REQUIRED. 3. INSIDE CONFIGURATION AND JOINT OF CONCRETE END SECTION AND PIPE SHALL MATCH. 4. CONCRETE PIPE JOINT FASTENERS, WHERE SHOWN ON PLANS, SHALL BE INSTALLED SO THAT A MINIMUM OF 15 LINEAR FEET OF THE OUTLET END OF THE ARE MECHANICALLY LOCKED TOGETHER. END SECTION LENGHTS, WHEN USED, WILL BE INCLUDED IN THE 15 L.F. REQUIRED. END VIEW + CLASS B BEDDING LOWER LIMIT OF UNIFORM GRADED CLASS A BEDDING LOWER LIMIT OF LOWER LIMIT OF MATERIAL TRENCH WIDTHS SHALL BE AS SPECIFIED ON PLANS. REFER TO THE STORM SRAINAGE CONSTRUCTION STANDARDS, SECTION 6, "BEDDING MATERIALS" FOR GRADATIONS. SUBDRAIN DETAIL TRENCH WIDTH AS SPECIFIED TRENCH WIDTH AS SPECIFIED ROCK EXCAVATION TRENCH WIDTH AS SPECIFIED GRANULAR MATERIAL UNSTABLE SUBGRADE TRENCH WIDTH AS SPECIFIED ROCK 1 1/2 IN. COMPACTED GRANULAR OR TRENCH WALL SLOPE COMPACTED MATERIAL GRANULAR %%UNOTES: 2. 1. 6 IN. MIN. 4 IN. MIN. \A1;1/8 PIPE O.D. OR 4 IN. MIN. SLOTTED PIPE PERFORATED OR GRAVEL FILTER BACKFILL COMPACTED DENSELY TRENCH WIDTH AS SPECIFIED CLASS C BEDDING TRENCH WIDTH AS SPECIFIED \A1;1/4 PIPE O.D. SLOPE MATERIAL COMPACTED TRENCH DENSELY WALL \A1;PIPE O.D. + 8 IN. \A1;1/4 PIPE O.D. MATERIAL COMPACTED DENSELY SLOPE TRENCH WALL MATERIAL \A1;PIPE O.D. OR 6 IN. MIN. \A1;1/8 PIPE O.D. 3000 CONCRETE P.S.I. TRENCH WALL LOWER LIMIT OF UNIFORMLY SELECTED GRADED SLOPE GRADED COMPACTED ROCK OR MATERIAL GRANULAR COMPACTED \A1;PIPE O.D. TRENCH WALL LOWER LIMIT OF SLOPE COMPACTED DENSELY FILTER 6 IN. MIN. \A1;PIPE O.D. \OR A1;4 1/IN. 8 PIPE MIN. O.D. \A1;PIPE O.D. BROKEN LARGE (IF CONCRETE, REQUIRED) STONES, ETC. MATERIAL LOWER LIMIT OF TRENCH WALL SLOPE DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STORMWATER BEDDING REQUIREMENTS 1/12/00 D-1 SKC BEND WITH CURVED DEFLECTOR STRAIGHT DEFLECTOR BEND WITH INLINE UPSTREAM MAIN & 90 LATERAL WITH DEFLECTOR WITH DEFLECTOR DIRECTLY OPPOSED LATERAL (HEAD LOSSES ARE STILL EXCESSIVE WITH THIS METHOD, BUT ARE SIGNIFICANTLY MORE THAN WHEN NO DEFLECTOR EXISTS) DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NJB 11/9/00 D-5 CHANNELING DETAILS FOR MANHOLES o GENERAL NOTES: 1. AREA INLETS MAY BE USED FOR DRAINAGEWAY OTHER THAN STREETS. (EXAMPLE, PARKING LOTS, MEDIANDS, SUMP BASINS) NO. 12 GRATE AND FRAME BY MaCLEAR OR APPROVED EQUAL. PLAN VIEW A A B B 35 3/4 IN. 6 IN. 23 3/4 IN. 3 IN. CIR. O.F. 2 IN. CIR L.F. #4 @ 12 IN. CTRS. (TYP.) #4 @ 12 IN. CTRS. F #4 BAR CONCRETE PIPE O.D. 3 IN. CIR. CONCRETE PIPE I.D. D SECTION A-A SECTION B-B 12 IN. LAP DRAINAGE SLOPE FOR INLET AND FLOW LINE OF CONDUIT PIPE AROUND #4 12 IN. MIN. INLET GRATES CTRS. (TYP.) #4 @ 12 IN. 2 IN. CIR L.F. 3 IN. CIR. O.F. 28 1/4 IN. 6 IN. 16 1/4 IN. H AND FLOOR 6 IN. TYPICAL WALLS 12 IN. SPACING STEP MAX. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: NBJ 12/8/00 D-9A AREA INLET 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 DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: SHALLOW MANHOLE WITH FLAT TOP 11/8/00 D-4 NBJ PIPE SIZE MIN. MANHOLE DIAMETER 24 IN. OR LESS 27 IN. TO 42 IN. (INCL.) OVER 42 IN. 72 IN. 60 IN. 48 IN. NOTE: MINIMUM INSIDE DIAMETER OF MANHOLE SHALL BE AS FOLLOWS: ALTERNATE BASE POURED INVERT RECAST MANHOLE BASE 8 IN. MIN. 6 IN. 2 IN. MIN. SLOPE 1 IN./FT. BRICK &/OR CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT FLAT SLAB TOP SECTION IN LIEU OF CONICAL TOP ASTM C-478 MANHOLE SECTIONS GROUT BASE TO CONE INSIDE AND OUT POURED CONCRETE BASE SEE NOTE MANHOLE RUNGS 12 IN. O.C. FINISHED GRADE 24 IN. RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPROVED EQUAL 8 IN. 1 FT. 5 FT. MAX. 16 IN. MAX SLOPE 1 IN./FT. 18 IN. MAX 2 IN. 8 IN. MIN. 28 IN. MAX ASTM C-478 AS NEEDED UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R STANDARD CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. DETAIL FORT COLLINS CONSTRUCTION STORMWATER DETAILS FORT COLLINS, CO. UTILITIES CITY OF (970) 221-6700 APPROVED: DATE: DRAWN BY: STANDARD CONCRETE NOTES 2/22/05 D-41 TDC CAD FILE NAME: DETAILS DRAWN BY: T. COX D46.dwg OUTLET STRUCTURE DATE DRAWN: 8/15/05 C C A A B B CONTROL PLATE \A1;Ls \A1;3'-6" (MIN.) \A1;6" \A1;Ws \A1;6" \A1;6" \A1;VARIES \A1;VARIES \A1;6" \A1;Ws/2 \A1;Ws/2 OUTLET CENTERLINE PIPE OF SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE #4@#4@12" 12" #4@18" #4@12" \A1;2'-6" #4L@12" #4@12" \A1;6" Wo \A1;Wo \A1;\A1;Wp Wo (Wo+6") \A1;4" (TYP.) TABLE 3" (TYP.) 1/4" (MIN.) THICK STEEL FLOW CONTROL PLATE STAINLESS STEEL ANCHOR BOLT (TYP.) (MAX.) INTO CONCRETE SIDES STEEL CHANNEL FORMED 3/8"x1" FLAT BAR HOLDING FRAME INTERMITTANT WELDS ON TOP AND SIDES STAINLESS STEEL ANCHOR BOLTS OR PLATE FLOW CONTROL END OPTIONAL OF WING CONCRETE WALL) WING WALL (TYP.) 51"x51" GRATING (3/8" ROUND OR TWISTED CROSS BARS AT 3" O.C., WELDED TO 1"x3/8" BEARING BARS AT 2 1/2" O.C.) 3/8" ROUND OR TWISTED CROSS BAR BAR 1"x3/BEARING 8" PLAN \A1;6" \A1;3" CLR. 3" CLR. 3" CLR. TO FASTEN GRATE DOWN \A1;3/8"x6" THREADED BOLT D1 4 OR 3 4. ALL TRASH RACKS SHALL BE MOUNTED USING STAINLESS STEEL HARDWARE AND PROVIDED WITH HINGED AND LOCKABLE OR BOLTABLE ACCESS PANELS. 5. TRASH RACKS SHALL BE STAINLESS STEEL, ALUMINUM, OR STEEL. STEEL TRASH RACKS SHALL BE HOT DIP GALVANIZED AND MAY BE HOT POWDER PAINTED AFTER GALVANIZING. 3 1/2" x1 1/2" KEY OUTLET PIPE 4% 4% CLR. 3" BAR #4 HOOP PIPE CONCRETE METAL OR F LAP 12" #4@12" O.C. O.C. #4@12" CONCRETE SHALL BE CLASS B. MAY BE CAST-IN-PLACE OR PRECAST. GENERAL NOTES 1. 2. 3. STEPS SHALL BE PROVIDED WHEN VERTICAL DIMENSION EXCEEDS 3'-6" AND SHALL BE IN ACCORDANCE WITH AASHTO M 199. HAVE A MINIMUM 2" CLEARANCE. REINFORCING BARS SHALL BE EPOXY COATED AND DEFORMED, AND SHALL #4 DIAGONAL (TYP.) SECTION D-D HOLE (TYP.), SEE ELEV. B ELEV. A ELEV. C WQ SPILL ELEV. WATER QUALITY 100-YEAR OUTLET D D CONCRETE OF OPTIONAL PAD WING WITH WALLS USE ELEV. A (POND INV.) ELEV. B (WQCU ELEV) ELEV. C SPILL ELEV. WQ HOLE DIA. # OF COLUMNS # OF ROWS SECTION LINE A-A (ARROWS A A POINT IN DIRECTION SECTION OPP. OPPOSITE CLR. CLEARANCE ABBREVIATIONS MINIMUM MAXIMUM ON CENTER DIAMETER TYPICAL WIDTH OF CONCRETE OPENING WIDTH OF PLATE NUMBER @ AT # Wp Wo TYP. DIA. O.C. MAX. LEGEND WATER QUALITY (WQ) WQ WATER QUALITY D WQ INV. INVERT ELEV. ELEVATION \A1;6" Ls Ws AND PAD (END OF PAD TO MATCH \A1;6" CONCRETE DOWEL WITH PAD USE OF Ls LENGTH OF STRUCTURE Ws WIDTH OF STRUCTURE Wo (FT) STEEL OR EQUAL) (NOTE 5) TRASH RACK (U.S. FILTER STAINLESS WELL SCREEN NO. 93 TRASH RACK STEEL OR EQUAL) (U.S. FILTER STAINLESS WELL SCREEN NO. 93 EQUAL) FILTER STAINLESS NO. 93 (U.S. WELL SCREEN STEEL OR DETAIL D-46 INVERT OF PLATE HOLES TO BE AT BOTTOM ROW OF LAST DATE REVISED: 4/7/11 3/8"x6" THREADED BOLT TO FASTEN GRATE DOWN GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. FLOW TO COVER OPENING (FASTEN WITH 3/8"x6" TREADED 1/4" METAL BOLTS) PLATE TO GRATE, WITH TO GRATE, WITH (TYP. OPP. SIDE) GRATE (TYP. OPP. SIDE) 2 1/4" FROM EDGE OF TO HOLD HINGE IN PLACE, 3/8"x6" BOLTS 12" O.C. 1/4" PLATE, WELDED 1/4" PLATE, WELDED STORMWATER CONSTRUCTION DETAILS (970) 221-6700 P.O. BOX 580, FORT COLLINS, CO. 80522 CITY OF FORT COLLINS UTILITIES (FT) (FT) (FT) (IN) \A1;10' MIN. SOFT BOTTOM PAN 4926.80 4929.10 4930.10 4932.95 2.30 4.00 4.00 1.00 1-1/2 6 1 ORIFICE PLATE DETAIL \A1;4" (MIN) \A1;4" (MIN) 1/2" %%C HOLES FOR 3/8" %%C BOLTS EMBEDDED 2" INTO WALL @ 12" OC. MIN. 3/8" THICK GALVANIZED STEEL PLATE 0.61' FROM INVERT PERMEABLE PAVER OUTFALL \A1;EXTEND FABRIC 24"-36" \A1;6' PAVER WIDTH \A1;20' PRIVATE DRIVE WIDTH INTERLOCKING CONCRETE PAVER CROSS SECTION 2.25% 2.25% VARIES BUILDING/PARKING BIORETENTION / BIOSWALE CROSS SECTION \A1;2' \A1;2' MIN. 1 DT04 2 DT04 3 DT04 4 DT04 CLAY CUTOFF WALL 1 FT. 1 FT. TRENCH 4 FT. MIN. %%uNOTES: PIPELINE LIMITS OF TRENCH 1 FT. 1 FT. LIMITS OF CLAY CUTOFF WALL 1.WALL EXTENDS A MINIMUM OF 12" INTO UNDISTURBED SOIL ON EACH SIDE AND ON BOTTOM OF TRENCH. 2.THE CLAY CUTOFF WALL SHALL EXTEND TO A POINT TWO FEET ABOVE THE GROUNDWATER LEVEL AS SHOWN IN THE APPROVED PROJECT GEOTECHNICAL INVESTIGATION REPORT. 3.CLAY SPECIFICATIONS a. SC-clayey sands, sand-clay mixtures b. CL-inorganic clays of low to medium plasticity, gravelly clays,sandy clays, silty clays, lean clays 5 CLAY CUTOFF WALL DT04 DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. CAREFULLY COMPACTED SELECT SOIL DO NOT USE IN MECHANICAL THIS ZONE EQUIPMENT REQD WITH RCP, VCP, CIP & DIP 3/4" WASHED ROCK COMPACTED REQD WITH PVC, RPM, STL & CMP 12" MIN. TRENCH BACKFILL REVISED: 5/6/94 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 1/8 O.D. MIN. TRENCH BACKFILL UNDISTURBED SOIL 3/4" WASHED ROCK COMPACTED PIPE SUBGRADE PIPE O.D. CLASS C BEDDING DETAIL RKB 10/91 LIGHTLY COMPACTED SELECT SOIL DO NOT USE 6" MIN. IN MECHANICAL THIS ZONE EQUIPMENT 1/6 O.D. MIN. SPECIFICATION: 02221 REVISED: 5/6/94 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: MIN. AREA THRUST %%UCASE A%%U MIN. THRUST %%UCASE B%%U AREA AREA MIN. THRUST MIN. THRUST AREA %%UCASE C%%U %%UCASE D%%U TYPICAL THRUST BLOCKS RKB 7/92 AREA MIN. THRUST BEARING AREAS FOR VARIOUS FITTINGS (FT 2 ) SIZE TEE & PLUG 90%%D BEND 45%%D BEND 22 1/2%%D BEND 11 1/4%%D BEND NOTE: 1: ALL CONCRETE SHALL BE POURED AGAINST UNDISTURBED EARTH. 2: THRUST BLOCKS SHALL BE USED FOR ALL BENDS > 11 1/4 %%D & ALL PLUGS. 3: ALL FITTINGS & PLUGS MUST BE WRAPPED WITH POLYETHYLENE TO PREVENT CONCRETE FROM ADHERING TO THE BOLTS OR PIPE. SPECIFICATION: 02713 & 03300 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: TRACE WIRE TERMINAL BOX DETAIL DLS 10/98 SPECIFICATION 02622 WATER DROP LID - TOP VIEW DROP LID - SIDE VIEW TOP - SIDE VIEW BOX AND LID DETAIL NOT TO SCALE Box installed to grade - to either rigt or left of all new fire hydrant assemblies \A1;18" Trace wire, 12-guage insulated stranded copper Clean 3/4 inch rock French drain well INSTALLATION DETAIL NOT TO SCALE Note: Box and lid assembly shall be cast iron Tyler Slip-Type model 6865 (top only) or approved equal. REVISED: 3/06 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 3-PIECE VALVE BOX GATE VALVE (AWWA C500) WATER LINE MECHANICAL JOINT %%UGATE VALVE DETAIL%%U BUTTERFLY VALVE (AWWA C504) VALVE BOX WATER LINE %%UBUTTERFLY VALVE DETAIL%%U WATER LINE MECHANICAL JOINT A A VALVE DETAIL DLS NOTE: ALL VALVES OPEN LEFT MECHANICAL JOINT VALVE BOX SHALL BE SCREWED DOWN 6" & BURIED BELOW GRADE IF INSTALLED IN A NON-PAVED ROADWAY TRACER WIRE TAPED TO TOP OF PIPE "WATER" CAST IN TOP OF VALVE BOX COVER 2" OPERATING NUT OPEN LEFT 4'-0" MIN. 4'-0" MIN. BACKFILL TO BE HANDPLACED AND COMPACTED TOP OF VALVE BOX SHALL BE SET 1/8"-1/2" BELOW SURROUNDING ASPHALT 6" 2/00 SPECIFICATION 02641 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS TAPPING SLEEVE (SUBJECT TO DISTRICT APPROVAL) BEDDING OF WATERMAIN- TYPE 'K' COPPER -ALL FITTINGS TO BE AWWA OR I.P. BY COPPER COMPRESSION PL 3" CURB BOX WITH MINNEAPOLIS THREADS (FUTURE METER PIT LOCATION) CURB STOP WITH INVERTED KEY TYPICAL CURB STOP & WATER SERVICE DETAIL SEE ELCO STANDARD BEDDING DETAIL \A1;EASMENT SPECIFICATION 02646 BEDDED IN PEA GRAVEL 6" IN ALL DIRECTIONS INSTALL 90° FITTING TAPE OPENING CLOSED FUTURE METER PIT 4.5' MIN. (RURAL PLAN) CURB BOX TO BE REMOVED AT TIME OF METER PIT INSTALLATION AND SERVICE CONNECTION BARROW DITCH MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SEAL ENDS WITH HIGH DENSITY RUBBER SEAL & STAINLESS STEEL BANDS PIPE BELL 1 " MIN SPECIFICATION: 02224 ELCO WATER DISTRICT DETAIL: TYPICAL FIRE HYDRANT INSTALLATION DRAWN: DATE: 5/00 SPECIFICATION 02644 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK THRUST BLOCK 12 IN. POLYETHYLENE. HYDRANT GRAVEL 6" C-900 PVC PIPE OBSTRUCTIONS %%UNOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. OR BACK OF CURB EDGE OF SIDEWALK HYDRANT DRAIN OPENINGS MINIMUM 30 INCHES 66 INCHES 54 INCHES MAXIMUM MINIMUM TRACE WIRE TERMINAL BOX THRUST BLOCK SWIVEL TEE MAIN ONLY) (PVC WATER TRACER WIRE VALVE BOX HIGH DENSITY DEVELOPMENT AREAS BOX INSTALLATION TRACE WIRE TERMINAL PLAN VIEW Fire Hydrant TRACE WIRE TERMINAL BOX INSTALLED EITHER RIGHT OR LEFT OF EACH FIRE HYDRANT ASSEMBLY HYDRANT: AWWA C502 w/ 1" OPERATING NUT SQUARE OPEN RIGHT OFFSET TO SIDE - SEE PLAN VIEW PAVEMENT Color: #5009 Equipment Yellow Brand: Aervoe Supreme Rust Shield Approved Paint: REVISED: 09/09 ADAPTED FROM CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS. REM MEGALUG DETACHED (ALTERNATE) WALK PROPERTY LINE ELCO WATER DISTRICT DETAIL: DRAWN: DATE: TYPICAL FIRE HYDRANT INSTALLATION 5/00 SPECIFICATION 02644 FIRE HYDRANT PIPING, VALVES, ETC. SHALL BE WRAPPED IN WALLS OR FENCES ALLOWED WITHIN 4 FEET OF FIRE HYDRANT. NO LANDSCAPING (TREES, SCRUBS, BOULDERS, ETC.), RETAINING GATE VALVE RESILIENT SEAT POLYETHYLENE 8 MIL SHEET OF MUST REMAIN CLEAR OF 24 INCH MIN. CONCRETE BLOCK THRUST BLOCK 12 IN. POLYETHYLENE. HYDRANT GRAVEL 6" C-900 PVC PIPE OBSTRUCTIONS %%UNOTES 18 IN. 0.1 FT.-0.2 FT. FLOW-FILL 12 IN. HYDRANT DRAIN OPENINGS 66 INCHES 54 INCHES MAXIMUM MINIMUM TRACE WIRE TERMINAL BOX THRUST BLOCK SWIVEL TEE MAIN ONLY) (PVC WATER TRACER WIRE VALVE BOX BOX INSTALLATION TRACE WIRE TERMINAL PLAN VIEW Fire Hydrant TRACE WIRE TERMINAL BOX INSTALLED EITHER RIGHT OR LEFT OF EACH FIRE HYDRANT ASSEMBLY HYDRANT: AWWA C502 w/ 1" OPERATING NUT SQUARE OPEN RIGHT OFFSET TO SIDE - SEE PLAN VIEW ROAD SURFACE Color: #5009 Equipment Yellow Brand: Aervoe Supreme Rust Shield Approved Paint: REVISED: 09/09 ADAPTED FROM CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS. REM MEGALUG \A1;EASEMENT PROPERTY LINE BORROW DITCH 4.5' MIN. COVER OR INSULATED (4'x8'x1/2" BLUEBOARD) ELCO WATER DISTRICT DETAIL: DRAWN: DATE: WATER MAIN LOWERING DETAIL REM 10/03 SPECIFICATION: 02713 RETAINER GLANDS INSTALL MEG-A-LUG SEE THRUST BLOCK DETAIL FOR SIZING. AS APPLICABLE. SECTION 02615-2.6A OR SECTION 02622-2.2A ALL D.I.P. PIPE AND FITTINGS SHALL BE WRAPPED ALL FITTINGS AND JOINTS IN LOWERING AREA WITH POLYETHYLENE ENCASEMENT. TO BE RESTRAINED IN ACCORDANCE WITH GENERAL NOTES: 3. 2. 1. CROSSING UTILITY THRUST BLOCK (TYP.) GRAVITY ANCHOR (TYP.) 8'-0" (Typ) 18 IN. MIN. D 8'-0" STREET GRADE WATER MAIN REALIGNED (TYP.) \A1;STEEL CASING FLOW-FILL- EXTEND 3'EACH WAY FROM CENTER OF WATER MAIN STANDARD CONSTRUCTION SPECIFICATIONS. 4. DETAIL ADAPTED FROM CITY OF FORT COLLINS BELOW. SEAL ENDS OF CASING WITH HIGH DENSITY RUBBER SEAL AND STAINLESS STEEL BAND. ORIGINAL LOCATION OF WATER MAIN EXISTING WATER MAIN ELCO WATER DISTRICT DETAIL: TYPICAL THRUST RESTRAINT DRAWN: REM DATE: 8/00 SPECIFICATION: 02713 \A1;Swivel tee \A1;Anchor coupling \A1;Valve \A1;Valve \A1;Concrete thrust block- See Typical Thrust Blocks Detail \A1;Water main NOTE: IN-LINE VALVES DO NOT REQUIRE ANCHOR COUPLING RESTRAINT ELCO WATER DISTRICT DETAIL: DRAWN: DATE: TRENCH WIDTH TABLE PVC PIPE DUCTILE IRON PIPE AC PIPE PIPE DIAMETER (inches) MAXIMUM TRENCH WIDTH (inches) PIPE DIAMETER (inches) (inches) TRENCH WIDTH MAXIMUM PIPE DIAMETER (inches) (inches) TRENCH WIDTH MAXIMUM 4 28 6 30 8 32 10 34 12 36 14 38 16 40 18 42 24 46 4 28 6 30 8 32 10 34 12 36 4 28 6 32 8 32 10 36 12 36 14 42 16 42 18 44 24 48 SEE TRENCH WIDTH TABLE BELOW PIPE TRENCH DETAIL RKB 10/91 12" MIN. SPECIFICATION: 02221 MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner S. TIMBERLINE RD. TIMBERVINE M DUNKEL STREET & SAISON STREET RD18 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 40 60 20 20 20 A RD15 K RD17 M RD18 J RD17 I RD17 H RD16 G RD16 F RD16 E RD16 D RD15 C RD15 L RD17 B RD15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N TRAPPIST STREET & SAISON STREET RD18 N RD18 1 UPDATED INTERSECTIONS 04/08/15 NEW JEP DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE I BOCK STREET & STOUT STREET RD17 J MACKINAC STREET & STOUT STREET RD17 L DUNKEL STREET & MACKINAC STREET RD17 K SAISON STREET & STOUT STREET RD17 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 40 60 20 20 20 A RD15 K RD17 M RD18 J RD17 I RD17 H RD16 G RD16 F RD16 E RD16 D RD15 C RD15 L RD17 B RD15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N RD18 1 UPDATED INTERSECTIONS 04/08/15 NEW JEP REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE E BOCK STREET & LAGER STREET RD16 F LAMBIC STREET & LAGER STREET RD16 H LAMBIC STREET & STOUT STREET RD16 G LAGER STREET & STOUT STREET RD16 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 40 60 20 20 20 A RD15 K RD17 M RD18 J RD17 I RD17 H RD16 G RD16 F RD16 E RD16 D RD15 C RD15 L RD17 B RD15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N RD18 1 UPDATED INTERSECTIONS 04/08/15 NEW JEP REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 40 60 20 20 20 B SAISON STREET & MEXICO WAY RD15 D MACKINAC STREET & LAGER STREET RD15 C LAGER STREET & SAISON STREET RD15 A RD15 LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.43 PROPOSED SLOPES NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.45) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY K RD17 M RD18 J RD17 I RD17 H RD16 G RD16 F RD16 E RD16 D RD15 C RD15 L RD17 B RD15 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner APPROVAL COUNTY ENGINEERING DATE LARIMER COUNTY ENGINEERING N RD18 1 UPDATED INTERSECTIONS 04/08/15 NEW JEP PARCEL # 8707108004 XX PARKING ANY TIME S T 0 P WAY MEXICO ### S T 0 P ST DUNKEL ### S T 0 P ST DUNKEL ### S T 0 P ST ### S T 0 P ST MACKINAC ### S T 0 P ST BOCK ### S T 0 P ST LAMBIC ### S T 0 P ST BOCK ### S T 0 P ST LAMBIC ### R4-7 R4-7 R7-4 A A 2 2 1 1 1 1 SAISON ST ### MACKINAC ST ### SAISON ST MACKINAC ### ST ### LAGER ST ### STOUT ST ### STOUT ST ### LAGER ST ### STOUT ST ### STOUT LAGER ST ### STOUT ST ### SAISON ST ### STOUT ST ### SAISON ST ### STOUT ST ### S T 0 P ST TRAPPIST ### ALTBIER ST ### S T 0 P ST PILSNER ### PALE ALE ST ### S T 0 P ST SHANDY ### SOUR ST ### S T 0 P ST PINT ### SHANDY ST ### S T 0 P ST SAISON ### S T 0 P ST MACKINAC ### LAGER ST ### S T 0 P ST SAISON ### S T 0 P ST SAISON ### S T 0 P ST MACKINAC ### PILSNER ST ### PRIVATELY MAINTAINED S T 0 P ST LAGER ### PALE ALE ST ### PRIVATELY MAINTAINED S T 0 P R1-1 S T 0 P ST SAISON ### 36"x36" S T 0 P ST DUNKEL ### ALTBIER ST ### PRIVATELY MAINTAINED XX PARKING FIRE LANE XX PARKING FIRE LANE XX PARKING FIRE LANE XX PARKING FIRE LANE PRIVATELY STREET MAINTAINED SOUR PRIVATELY STREET MAINTAINED PILSNER PRIVATELY STREET MAINTAINED TRAPPIST PRIVATELY STREET MAINTAINED ST MACKINAC ### TRAPPIST PRIVATELY STREET MAINTAINED PILSNER PRIVATELY STREET MAINTAINED PALE ALE PRIVATELY STREET MAINTAINED ALTBIER PRIVATELY STREET MAINTAINED MEXICO WAY LAGER STREET LAMBIC STREET BOCK STREET MACKINAC STREET STOUT STREET LAGER STREET SAISON STREET DUNKEL STREET PINT 12"x18" 12"x18" 12"x18" 12"x18" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" R1-1 36"x36" A MEXICO WAY S T 0 P R1-1 BLVD INTERNATIONAL ### 36"x36" 1 2 1 1 1 A MEXICO WAY ### INTERNATIONAL BLVD. RD14 STRIPING PLAN SIGNAGE AND J. Prelog N.Whitcomb 1"=100' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 N ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 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. MATCHLINE-SEE THIS SHEET R MATCHLINE-SEE THIS SHEET KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE MANAGER DATE: APPROVED: DATE: APPROVED: ELCO WATER DISTRICT UTILITY PLAN APPROVAL SYSTEMS ENGINEER KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 1 2 A.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. B.ALL SYMBOLS, INCLUDING ARROWS, ONLYS, CROSSWALKS, STOP BARS, ETC. SHALL BE PRE-FORMED THERMO-PLASTIC. C.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. (REF. LCUASS SECTION 22.6.2) D.ALL LANE LINES FOR ASPHALT PAVEMENT SHALL RECEIVE TWO COATS OF LATEX PAINT WITH GLASS BEADS. E.ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F.PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT 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. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.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. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.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 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). O.SLEEVES FOR SIGN POSTS SHALL BE REQUIRED FOR USE IN ISLANDS/MEDIANS. REFER TO CHAPTER 14, TRAFFIC CONTROL DEVICES, FOR ADDITIONAL DETAIL. STRIPING LEGEND: STRIPING NOTES: {\LPAVEMENT STRIPING} {\LPAVEMENT MARKINGS} PREFORMED PLASTIC PAVEMENT MARKING A BICYCLIST AND ARROW LEGEND: PROJECT BOUNDARY PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED PROPOSED LOT RIGHT-LINE OF-WAY EASEMENT LINE 1 UPDATED SIGNAGE 04/08/15 NEW JEP LOT 26 LOT 27 LOT 28 TRACT L TRACT J TRACT J BLOCK 8 BLOCK 8 BLOCK 8 BLOCK 8 TRACT L TRACT L 4920 4925 4930 4935 4940 4945 4950 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 12+00 13+00 14+00 RD13 PLAN AND PROFILE SHANDY ST. J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) SHANDY STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 330%%D PRIVATE DRIVE 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP 4950 9+50 10+00 11+00 12+00 12+50 UD UD UD UD UD UD \A1;20' TRACT L TRACT B LOT 40 LOT 14 LOT 23 LOT 24 LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 26 LOT 27 LOT 28 LOT 41 TRACT J BLOCK 8 BLOCK 8 TRACT L PINT STREET SAISON STREET SEE SHEET RD04 SHANDY STREET SEE SHEET RD13 RD12 PLAN AND PROFILE SOUR & PINT ST. J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) PINT STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 73%%D SOUR STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 50%%D PRIVATE DRIVE PRIVATE DRIVE 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP SEE SHEET RD8 PALE ALE STREET SEE SHEET RD11 PILSNER STREET LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 LOT 1 LOT 2 LOT 6 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 18 LOT 17 LOT 16 LOT 7 LOT 8 4915 4920 4925 4930 4935 4940 4945 4950 4955 4915 4920 4925 4930 4935 4940 4945 4950 4955 9+50 10+00 11+00 12+00 13+00 13+50 RD11 PLAN AND PROFILE PILSNER & PALE ALE ST. J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) PALE ALE STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 73%%D PILSNER STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 326%%D PRIVATE DRIVE PRIVATE DRIVE 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP ALTBIER STREET SEE SHEET RD10 MACKINAC STREET SEE SHEET RD8 SAISON STREET SEE SHEET RD04 TRAPPIST STREET LOT 19 LOT 20 LOT 21 LOT 4 LOT 3 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 RD10 PLAN AND PROFILE ALTBIER & TRAPPIST ST. J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) ALTBIER STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 0%%D TRAPPIST STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N ROTATION: 90%%D PRIVATE DRIVE PRIVATE DRIVE 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP 4940 4920 4925 4930 4935 4940 18+00 19+00 20+00 21+00 22+00 23+00 0.71%%% 0.57%%% 0.50%%% 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 RD09 STREET PLAN AND PROFILE MEXICO WAY AND DUNKEL J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) DUNKEL STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" MEXICO WAY LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LINE MATCH STA 18+00 N ROTATION: 90%%D N ROTATION: 90%%D MATCH LINE RD08 STA 18+00 MEXICO WAY CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" MEXICO WAY RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" DUNKEL STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" DUNKEL STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" APPROVAL LARIMER COUNTY ENGINEERING 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP 4930 4935 4940 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 RD08 PLAN AND PROFILE MEXICO WAY J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) MEXICO WAY CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LINE MATCH STA 18+00 MATCH LINE RD09 STA 18+00 MEXICO WAY LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" MEXICO WAY RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" APPROVAL LARIMER COUNTY ENGINEERING 1 UPDATED LOTS AND ROADS 04/08/15 NEW JEP LOT 7 LOT 11 LOT 12 LOT 23 LOT 19 LOT 24 LOT 18 LOT 17 LOT 16 BLOCK 2 BLOCK 2 TRACT I TRACT B BLOCK 5 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 11+50 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 1.06% 0.99% RD07 PLAN AND PROFILE MACKINAC STREET J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) MACKINAC STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" MACKINAC STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" MACKINAC STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" 1 UPDATED PANS AND ST FOR REVISED LOTS 04/08/15 NEW JEP 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 RD06 PLAN AND PROFILE BOCK STREET J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N ROTATION: 0%%D LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) BOCK STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" BOCK STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" BOCK STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 RD05 PLAN AND PROFILE LAMBIC STREET J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N ROTATION: 0%%D LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) LAMBIC STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LAMBIC STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LAMBIC STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LOT 1 LOT 10 LOT 25 LOT 6 LOT 14 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 17 LOT 16 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 24 LOT 26 LOT 27 LOT 28 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 31+50 {\Fsimplex|c0;STA = 24+35.03 LAGER STREET} {\Fsimplex|c0;STA = 24+86.04 LAGER STREET} {\Fsimplex|c0;STA = 23+97.54 LAGER STREET} RD04 PLAN AND PROFILE SAISON STREET J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) LINE MATCH STA 19+00 MATCH LINE RD03 STA 19+00 SAISON STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" SAISON STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" SAISON STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" 1 UPDATED PANS AND ST FOR REVISED LOTS 04/08/15 NEW JEP 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 RD03 PLAN AND PROFILE STOUT STREET J. Allen J. Allen 1"=50' CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) LINE MATCH STA 19+00 MATCH LINE RD04 STA 19+00 STOUT STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" STOUT STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" STOUT STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LOT 17 LOT 9 LOT 11 LOT 12 LOT 13 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 RD02 PLAN AND PROFILE LAGER STREET J. Allen J. Allen 1"=50' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) LAGER STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCH LINE RD01 STA 18+50 LINE MATCH STA 18+50 LAGER STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LAGER STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" 1 UPDATED PANS AND ST FOR REVISED LOTS 04/08/15 NEW JEP 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 4925 4930 4935 4940 4945 4925 4930 4935 4940 4945 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 RD01 PLAN AND PROFILE LAGER STREET J. Allen J. Allen 1"=50' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N LEGEND: PROPOSED STORM SEWER EXISTING EDGE OF ASPHALT 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 SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.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. 6.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. 7.SEE SHEET CV01 FOR TYPICAL SECTIONS. 8.ALL ELEVATIONS ARE AT THE FLOWLINE OF CURB AND GUTTER OR BACK OF SIDEWALK UNLESS NOTED OTHERWISE ON THE PLANS. 9.PCR INFORMATION IS PROVIDED FOR FLOWLINE. 10.SEE RD15-RD18 FOR INTERSECTION DETAILS. 11.ALL SPOTS ARE AT FLOW LINE UNLESS NOTED OTHERWISE. 12.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4800 OR 4900 FEET (96.97 = 4896.97 AND OR 00.71 = 4900.71).} PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE SAWCUT EASEMENT LINE LINE PROPOSED SPOT ELEVATION 33.43 EXISTING SPOT ELEVATION (47.45) LAGER STREET CENTERLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCH LINE RD02 STA 18+50 LINE MATCH STA 18+50 LAGER STREET LEFT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" LAGER STREET RIGHT FLOWLINE HORIZ. SCALE: 1"=50' VERT. SCALE: 1"=5" N 1 UPDATED PANS AND ST FOR REVISED LOTS 04/08/15 NEW JEP SAN SAN SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS T T T T T T T T T T T T WTR WTR WTR WTR WTR WTR WTR WTR WTR TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV E T E E E E E LOT 3 LOT 4 LOT 5 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" UD SS 8'' W 8'' X X X X X X X X X SDMH SO4 4' DIA FLAT TOP SDMH STA 15+54.85 N: 1458366.70 E: 3129425.43 SDMH SO2 4' DIA FLAT TOP SDMH STA 11+16.26 N: 1457930.39 E: 3129419.20 POND B OUTLET STRUCTURE OUTLET STRUCTURE STA 21+02.04 N: 1458851.01 E: 3129344.66 FES SO1 FES STA 9+96.20 N: 1457822.78 E: 3129472.44 90.84 LF 24" RCP @ 0.20% SDMH SO3 4' DIA FLAT TOP SDMH STA 11+82.58 N: 1457994.47 E: 3129420.12 SDMH S05 4'Ø FLAT TOP MH STA 20+11.20 N: 1458823.03 E: 3129431.08 SD03 PLAN AND PROFILE STORM DRAIN OUTLET A. Cronin A. Cronin 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM OUTLET KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner PROPOSED RIGHT-OF-WAY W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER AND AS APPROVED BY CITY INSPECTOR. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SEE DETAILS FOR RIPRAP PAD SIZING. 8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE. 9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO PLAN VIEW FOR SHAPED MANHOLES. 10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE SHEET SS01-SS10 FOR FINAL ELEVATIONS. 11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18" VERTICAL SEPERATION IS MAINTAINED BETWEEN WATER AND STORM. T FO EXISTING STORM SEWER EXISTING AT&T FIBER OPTIC EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER SS PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE FUTURE LOTLINE FUTURE RIGHT-OF-WAY M SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N ROTATION: 90%%D SD03 APPROVAL LARIMER COUNTY ENGINEERING 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 UD UD SS 8'' SS 8'' UD W 8'' W 8'' W 8'' W 8'' INLET B1 5' TYPE R INLET STA 10+50.93 N: 1458863.93 E: 3129406.08 INLET B2 5' TYPE R INLET STA 11+00.93 N: 1458863.93 E: 3129456.08 FES B 24" FES STA 10+00.00 N: 1458877.71 E: 3129357.08 SAISON STREET MEXICO WAY FES B3 24" FES STA 11+80.80 N: 1458858.27 E: 3129535.75 BLOCK 7 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 4 LOT 19 LOT 6 LOT 6 LOT 10 LOT 15 LOT 5 LOT 7 LOT 8 SAISON STREET 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 11+50 11+00 10+00 9+00 INLET SO3-2 5' TYPE R INLET STA 10+50.00 RIM 4929.5± INV. OUT 4925.16 (E) SDMH SO3 4' DIA FLAT TOP SDMH STA 10+25.00 RIM 4930.3± INV. IN 4925.04 (N) INV. IN 4925.04 (E) INV. IN 4925.04 (W) INV. OUT 4925.04 (S) INLET SO3-1 5' TYPE R INLET STA 10+00.00 RIM 4929.5± INV. OUT 4925.16 (W) \A1;2.7' COV. 18" MIN. SAN SAN GAS GAS T T T WTR WTR TV TV TV TV TV E T E W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" MEXICO WAY INLET SO3-1 5' TYPE R INLET STA 10+00.00 N: 1457994.11 E: 3129445.11 INLET SO3-2 5' TYPE R INLET STA 10+50.00 N: 1457994.82 E: 3129395.12 SDMH SO3 4' DIA FLAT TOP SDMH STA ??? N: 1457994.47 E: 3129420.12 SD02 CONNECTION PLAN AND PROFILE STORM DRAIN B, AND POND A. Cronin A. Cronin 1"=50' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner PROPOSED RIGHT-OF-WAY W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER AND AS APPROVED BY CITY INSPECTOR. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SEE DETAILS FOR RIPRAP PAD SIZING. 8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE. 9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO PLAN VIEW FOR SHAPED MANHOLES. 10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE SHEET SS01-SS10 FOR FINAL ELEVATIONS. 11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18" VERTICAL SEPERATION IS MAINTAINED BETWEEN WATER AND STORM. T FO EXISTING STORM SEWER EXISTING AT&T FIBER OPTIC EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER SS PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE FUTURE LOTLINE FUTURE RIGHT-OF-WAY M SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 300 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' N ROTATION: 0%%D STORM DRAIN B PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' N ROTATION: 0%%D STORM DRAIN SO2 SD02 SD02 APPROVAL LARIMER COUNTY ENGINEERING 1 UPDATED LOTS AND UTILITIES 04/08/15 NEW JEP 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 W 8'' W 8'' SAISON STREET INLET A2-1 2'X2' AREA INLET STA 11+73.11 N: 1459030.76 E: 3129586.79 SDMH A2 5' DIA FLAT TOP SDMH STA 11+73.34 N: 1459035.68 E: 3129602.70 BLOCK 8 TRACT I TRACT J LOT 1 LOT 2 LOT 4 LOT 19 LOT 6 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 16 LOT 5 LOT 7 LOT 8 LOT 9 LOT 20 LOT 21 LOT 22 X X X X X X X X X W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD UD UD UD UD SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SAISON STREET MEXICO WAY SDMH A2 5' DIA FLAT TOP SDMH STA 11+73.34 N: 1459035.68 E: 3129602.70 SDMH A1 5' DIA FLAT TOP SDMH STA 10+55.21 N: 1458922.35 E: 3129636.02 FES A CONC FES STA 10+00.00 N: 1458875.48 E: 3129606.83 INLET A3 5' TYPE R INLET STA 12+32.01 N: 1459091.87 E: 3129585.84 INLET A4 5' TYPE R INLET STA 12+62.49 N: 1459119.02 AREA INLET A5 E: 3129571.99 2'X2' AREA INLET STA 12+96.28 N: 1459142.06 E: 3129547.37 BLOCK 7 BLOCK 8 TRACT H TRACT I TRACT J TRACT K LOT 1 LOT 2 LOT 4 LOT 19 LOT 10 LOT 6 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 5 LOT 7 LOT 8 LOT 9 LOT 20 LOT 21 LOT 22 LOT 23 4910 4915 4920 4925 4930 4935 4940 4945 4910 4915 4920 4925 4930 4935 4940 4945 14+00 13+00 12+00 11+00 10+00 9+00 FES A CONC FES STA 10+00.00 RIM 4930.4± INV. IN 4928.01 (NE) SDMH A1 5' DIA FLAT TOP SDMH STA 10+55.21 RIM 4934.2± INV. IN 4928.19 (N) INV. OUT 4928.12 (SW) SDMH A2 5' DIA FLAT TOP SDMH STA 11+73.34 RIM 4934.1± INV. IN 4928.62 (N) INV. IN 4928.42 (W) INV. OUT 4928.42 (S) INLET A3 5' TYPE R INLET STA 12+32.01 RIM 4933.2± INV. IN 4928.74 (NW) INV. OUT 4928.74 (S) INLET A4 5' TYPE R INLET STA 12+62.49 RIM 4933.3± INV. IN 4928.80 (NW) INV. OUT 4928.80 (SE) AREA INLET A5 2'X2' AREA INLET STA 12+96.28 RIM 4933.8± INV. OUT 4928.87 (SE) \A1;2.8' COV. \A1;2.8' COV. 18" MIN. 18" MIN. SD01 PLAN AND PROFILE STORM DRAIN A, A2 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' STORM DRAIN A2 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner PROPOSED RIGHT-OF-WAY W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: 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.ALL JOINTS ON ELLIPTICAL PIPES SHALL BE TONGUE AND GROOVE WITH FLEXIBLE JOINT SEAL COMPOUND STANDARD WITH THE PIPE MANUFACTURER AND AS APPROVED BY CITY INSPECTOR. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.ALL STORM MANHOLES LOCATED IN SIDEWALKS AND TRAILS SHALL HAVE PEDESTRIAN RATED LIDS. 6.MANHOLE DIAMETERS SHOWN ARE THE MINIMUM SIZE PER CITY STANDARD DETAIL D-3. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 7.SEE DETAILS FOR RIPRAP PAD SIZING. 8.PROVIDE WATER TIGHT JOINTS PER ASTM C443 AT ALL CIRCULAR STORM PIPE. 9.MANHOLES MAY NOT BE SHAPED UNLESS OTHERWISE NOTED. REFER TO PLAN VIEW FOR SHAPED MANHOLES. 10.SANITARY SEWER INVERTS ARE SHOWN FOR INFORMATION ONLY. SEE SHEET SS01-SS10 FOR FINAL ELEVATIONS. 11.WATERLINE INVERTS ARE SHOWN FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY WATERLINE PLACEMENT SUCH THAT 18" VERTICAL SEPERATION IS MAINTAINED BETWEEN WATER AND STORM. T FO EXISTING STORM SEWER EXISTING AT&T FIBER OPTIC EXISTING TELEPHONE EXISTING GAS PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER SS PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE FUTURE LOTLINE FUTURE RIGHT-OF-WAY M SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 N ROTATION: 0%%D PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' N ROTATION: 90%%D STORM DRAIN A SD01 1 UPDATED LOTS AND UTILITIES 04/08/15 NEW JEP 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 STA 11+28.73 (Sanitary 6) STA 10+00.00 (Sanitary 6-1) N: 1458982.77 E: 3129596.40 40.00 LF 8" PVC @ 0.44% SSMH 6-1A STA 10+40.00 N: 1458944.56 E: 3129608.22 STORM DRAIN A SEE SHEET SD01 POND CONNECTION SEE SHEET SD03 SANITARY SEWER LINE 6 SEE SHEET SD06 LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 6 LOT 5 LOT 7 LOT 8 LOT 20 LOT 21 SOUR STREET SHANDY STREET 4910 4915 4920 4925 4930 4935 4940 4945 4950 4910 4915 4920 4925 4930 4935 4940 4945 4950 9+50 10+00 11+00 11+50 SSMH 6-1 STA 10+00.00 RIM 4933.5± INV. IN 4925.19 (E) INV. IN 4925.19 (S) INV. OUT 4924.99 (N) DEPTH 8.48' SSMH 6-1A STA 10+40.00 RIM 4933.7± INV. OUT 4925.37 (N) DEPTH 8.31' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' S S S S S S S S S S S S UD UD UD UD UD UD UD UD UD UD UD UD UD S S S X X X X X X X X SSMH 6-4 STA 15+13.90 (Sanitary 6) STA 10+00.00 (Sanitary 6-4) N: 1459159.46 E: 3129922.94 35.60 LF 8" PVC @ 0.44% SSMH 6-4.1 STA 10+35.60 N: 1459187.03 E: 3129900.41 SANITARY SEWER LINE 6 SEE SHEET SS06 SANITARY SEWER LINE 1 SEE SHEET SS02 TRACT L TRACT B LOT 25 LOT 10 LOT 14 LOT 24 LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 24 LOT 26 LOT 27 LOT 28 LOT 41 PINE STREET SHANDY STREET SS11 PLAN AND PROFILE SANITARY SEWER LINES 6-1 & 6-4 A. Cronin A. Cronin 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner SANITARY SEWER LINE 6-4 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 GENERAL MANAGER REVIEWED BY: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 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 SS11 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE 6-1 N ROTATION: 75%%D N ROTATION: 60%%D S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD 50' WIDE EASEMENT TO WYOMING GAS COMPANY. BOOK 1183, PAGE 488 \A1;50.00' X X X X X X X X X X X X GAS GAS GAS GAS GAS GAS 16" G 16" G 16" G 16" G 16" G 16" G TOP OF SLOPE 50' BUFFER SSMH-11 STA 10+00.00 (Sanitary 11) STA 34+71.42 (Sanitary 1) N: 1459924.24 E: 3129335.87 SANITARY SEWER LINE 5 SEE SHEET SS05 154.70 LF 8" PVC @ 0.44% SSMH 11-1 STA 11+54.70 N: 1459859.78 E: 3129195.24 324.72 LF 8" PVC @ 0.44% SSMH 11-2 STA 14+79.42 N: 1459859.69 E: 3128870.52 SANITARY SEWER LINE 1 SEE SHEET SS02 LAMBIC STREET LAGER STREET STOUT STREET BLOCK 3 BLOCK 4 BLOCK 2 TRACT D TRACT C TRACT B TRACT B BLOCK 2 BLOCK 2 LOT 7 LOT 8 LOT 9 LOT10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 17 LOT 18 SS10 PLAN AND PROFILE SANITARY SEWER LINES 11 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 0%%D SANITARY SEWER LINE 11 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS10 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD S X X X X X GAS GAS GAS GAS GAS 16" G 16" G 16" G 16" G 16" G 16" G SSMH-10 STA 10+00.00 (Sanitary 10) STA 32+00.44 (Sanitary 1) N: 1459699.94 E: 3129487.92 SANITARY SEWER LINE 1 SEE SHEET SS02 169.92 LF 8" PVC @ 0.44% SSMH 10 - 1 STA 11+69.92 N: 1459613.58 E: 3129341.58 119.07 LF 8" PVC @ 0.44% SSMH 10 - 2 STA 12+88.99 N: 1459596.79 E: 3129223.70 352.75 LF 8" PVC @ 0.44% SSMH 10 - 3 STA 16+41.74 N: 1459596.70 E: 3128870.95 SANITARY SEWER LINE 5 SEE SHEET SS05 BOCK STREET LAGER STREET STOUT STREET BLOCK 4 BLOCK 2 TRACT E BLOCK 5 TRACT D TRACT B LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 36 LOT 37 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 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 26 SS09 PLAN AND PROFILE SANITARY SEWER LINES 10 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 0%%D SANITARY SEWER LINE 10 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS09 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' W 8'' W 8'' W 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' W 8'' W 8'' W 8'' S X X X X GAS GAS GAS GAS GAS GAS SSMH-9 STA 10+00.00 (Sanitary 9) STA 28+78.00 (Sanitary 1) N: 1459433.04 E: 3129668.84 184.03 LF 8" PVC @ 0.44% SSMH 9-1 STA 11+84.03 N: 1459353.68 E: 3129502.80 140.78 LF 8" PVC @ 0.44% SSMH 9-2 STA 13+24.82 N: 1459333.82 E: 3129363.42 206.47 LF 8" PVC @ 0.44% SSMH 9-3 STA 15+31.28 N: 1459333.77 E: 3129156.96 SANITARY SEWER LINE 1 SEE SHEET SS02 290.49 LF 8" PVC @ 0.44% SSMH 9-4 STA 18+21.77 N: 1459333.69 E: 3128866.47 MAKINAC STREET LAGER STREET STOUT STREET DUNKEL STREET BLOCK 6 BLOCK 2 TRACT H TRACT G TRACT I TRACT F TRACT E BLOCK 5 TRACT B LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 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 26 LOT 25 LOT 24 LOT 23 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 21 LOT 22 LOT 23 LOT 24 LOT 19 LOT 18 LOT 17 LOT 16 SS08 PLAN AND PROFILE SANITARY SEWER LINES 9 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 0%%D SANITARY SEWER LINE 9 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS08 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SS 10" SS 10" SS 10" SS 10" SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD UD UD UD SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S W 8'' W 8'' W 8'' SSMH-6 STA 23+58.30 (Sanitary 1) STA 10+00.00 (Sanitary 6) N: 1459105.75 E: 3129558.37 SSMH 6A-2 STA 12+20.27 N: 1459317.03 E: 3129498.50 201.27 LF 8" PVC @ 0.44% SANITARY SEWER LINE 9 SEE SHEET SS08 SANITARY SEWER LINE 6 SEE SHEET SS06 SANITARY SEWER LINE 5 SEE SHEET SS05 STORM DRAIN A SEE SHEET SD01 MAKINAC STREET SAISON STREET LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 6 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 19 LOT 24 LOT 18 LOT 17 LOT 16 LOT 5 LOT 7 LOT 8 LOT 9 LOT 20 LOT 21 LOT 22 LOT 23 BLOCK 7 BLOCK 8 TRACT H TRACT I TRACT J TRACT K PALE ALE STREET PILSNER STREET 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 4910 4915 4920 4925 4930 4935 4940 4945 4950 4955 12+50 12+00 11+00 10+00 9+50 SSMH 5-1 CL Sanitary 5-1 STA 10+00.00 RIM 4935.39± INV. IN 4924.63 (W) INV. IN 4924.63 (N) INV. OUT 4924.43 (E) DEPTH 10.96' CL Sanitary 5 STA 11+77.12 SSMH 5-1A STA 11+98.93 RIM 4938.5± INV. OUT 4925.50 (S) DEPTH 13.05' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S SSMH 5-1 STA 10+00.00 (Sanitary 5-1) STA 11+77.12 (Sanitary 5) N: 1459091.75 E: 3129266.96 198.93 LF 8" PVC @ 0.44% SSMH 5-1A STA 11+98.93 N: 1459290.68 E: 3129266.96 SANITARY SEWER LINE 9 SEE SHEET SS08 SANITARY SEWER LINE 5 SEE SHEET SS05 DUNKEL STREET MAKINAC STREET LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 4 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 BLOCK 1 BLOCK 7 TRACT G TRACT H TRAPPIST STREET ALTBIER STREET SS07 PLAN AND PROFILE SANITARY SEWER LINES 5-1 & 6A J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 90%%D SANITARY SEWER LINE 6A ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS07 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE 5-1 GENERAL MANAGER REVIEWED BY: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. N ROTATION: 90%%D DEPTH 5.81' 0.94' MIN. 18" MIN. 18" MIN SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S W 8'' W 8'' W 8'' X X X TOP OF SLOPE 50' BUFFER SSMH-6 STA 23+58.30 (Sanitary 1) STA 10+00.00 (Sanitary 6) N: 1459105.75 E: 3129558.37 SANITARY SEWER LINE 1 SEE SHEET SS02 128.73 LF 8" PVC @ 0.44% SSMH 6-1 STA 11+28.73 N: 1458982.77 E: 3129596.40 111.71 LF 8" PVC @ 0.44% SSMH 6-2 STA 12+40.43 N: 1458998.66 E: 3129706.97 122.63 LF 8" PVC @ 0.44% SSMH 6-3 STA 13+63.06 N: 1459051.44 E: 3129817.66 150.84 LF 8" PVC @ 0.44% 79.25 LF 8" PVC @ 0.44% SSMH 6-4 STA 15+13.90 N: 1459159.46 E: 3129922.94 SSMH 6-5 STA 15+93.15 N: 1459098.10 E: 3129973.09 STORM DRAIN A SEE SHEET SD01 SANITARY SEWER LINE 6A SEE SHEET SS07 SANITARY SEWER LINE 6-4 SEE SHEET SS11 SANITARY SEWER LINE 6-1 SEE SHEET SS11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 25 LOT 10 LOT 6 LOT 14 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 18 LOT 17 LOT 16 LOT 5 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 LOT 41 BLOCK 8 TRACT I TRACT J TRACT K TRACT L TRACT L TRACT B SS06 PLAN AND PROFILE SANITARY SEWER LINE 6 J. Prelog N. Whitcomb 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 90%%D SANITARY SEWER LINE 6 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS06 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' GENERAL MANAGER REVIEWED BY: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S W 8'' W 8'' X X X X X X X WTR WTR WTR GAS TV EM TE GM TR TR GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS T E E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 214.50 LF 8" PVC @ 0.44% 400.00 LF 8" PVC @ 0.44% 400.00 LF 8" PVC @ 0.44% SSMH 5-6 STA 26+50.12 N: 1460106.18 E: 3128808.46 SSMH 5-5 STA 24+35.62 N: 1459891.68 E: 3128808.46 SSMH 5-4 STA 20+35.62 N: 1459491.68 E: 3128808.46 SANITARY SEWER LINE 10 SEE SHEET SS09 SANITARY SEWER LINE 9 SEE SHEET SS08 SANITARY SEWER LINE 11 SEE SHEET SS10 SANITARY SEWER LINE 1 SEE SHEET SS03 EXISTING 16" GAS LINE LAGER STREET LAMBIC STREET BOCK STREET STOUT STREET MACKINAC STREET EXISTING 50' GAS EASEMENT LOT 7 LOT 8 LOT 9 LOT 1 LOT 2 LOT 3 LOT 16 LOT 17 LOT 18 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 3 LOT 9 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 13 LOT 14 LOT 15 BLOCK 2 BLOCK 3 BLOCK 2 TRACT B TRACT B TRACT B BLOCK 2 SS05 PLAN AND PROFILE SANITARY SEWER LINE 5 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE 5 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE MATCH LINE SS04 STA 19+00 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 90%%D ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 LINE MATCH STA 19+00 SS04 SS05 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 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. @ 0.44% 18" MIN. 18" MIN. 18" MIN. SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD UD UD SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S W 8'' W 8'' W 8'' X X X X X X WTR GAS EPB GAS GAS GAS GAS GAS GAS GAS T T T E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 177.12 LF 8" PVC @ 0.40% 284.50 LF 8" PVC @ 0.40% 400.00 LF 8" PVC @ 0.44% 174.00 LF 8" PVC @ 0.40% SANITARY SEWER LINE 5-1 SEE SHEET SS07 SANITARY SEWER LINE 9 SEE SHEET SS08 SANITARY SEWER LINE 6A SEE SHEET SS07 SANITARY SEWER LINE 6 SEE SHEET SS06 SSMH 5-2 STA 13+51.12 N: 1459091.68 E: 3129092.96 SSMH 5-1 STA 11+77.12 (Sanitary 5) STA 10+00.00 (Sanitary 5-1) N: 1459091.75 E: 3129266.96 SSMH 5-3 STA 16+35.62 N: 1459091.68 E: 3128808.46 SSMH-5 STA 10+00.00 (Sanitary 5) STA 22+43.16 (Sanitary 1) N: 1459091.84 E: 3129444.07 SANITARY SEWER LINE 1 SEE SHEET SS01 STORM DRAIN B SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 EXISTING 16" GAS LINE MEXICO WAY MACKINAC STREET SAISON STREET DUNKEL STREET STOUT STREET EXISTING 50' GAS EASEMENT LOT 1 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 2 LOT 1 LOT 3 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 18 LOT 17 LOT 16 LOT 5 BLOCK 1 BLOCK 6 BLOCK 7 TRACT H TRACT G TRACT I TRACT F TRACT A BLOCK 1 SS04 PLAN AND PROFILE SANITARY SEWER LINE 5 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SANITARY SEWER LINE 5 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 0%%D ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 SS04 SS05 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 LINE MATCH STA 19+00 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. MATCH LINE SS05 STA 19+00 SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD W 8'' X X X X X X X X X X X X X X X X X GAS GAS GAS GAS OHE OHE OHE OHE OHE OHE 16" G 16" G 16" G 16" G TOP OF SLOPE 50' BUFFER SSMH-14 STA 40+20.64 N: 1460117.68 E: 3128874.97 SSMH-13 STA 37+66.36 N: 1460117.68 E: 3129129.25 SSMH-12 STA 36+53.50 N: 1460074.95 E: 3129233.70 SSMH-11 STA 34+71.42 (Sanitary 1) STA 10+00.00 (Sanitary 11) N: 1459924.24 E: 3129335.87 SSMH-10 STA 32+00.44 (Sanitary 1) STA 10+00.00 (Sanitary 10) N: 1459699.94 E: 3129487.92 182.08 LF 8" PVC @ 0.44% 270.98 LF 8" PVC @ 0.44% 322.44 LF 8" PVC @ 0.44% 112.85 LF 8" PVC @ 0.44% 254.28 LF 8" PVC @ 0.44% SANITARY SEWER LINE 11 SEE SHEET SS10 SANITARY SEWER LINE 10 SEE SHEET SS09 SANITARY SEWER LINE 5 SEE SHEET SS05 LAGER STREET LAMBIC STREET LOT 7 LOT 8 LOT 9 LOT10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 14 LOT 13 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 9 LOT 10 LOT 11 LOT 12 LOT 23 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 2 TRACT E TRACT D TRACT C TRACT B TRACT B TRACT B BLOCK 2 SS03 PLAN AND PROFILE SANITARY SEWER LINE 1 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE MATCH LINE SS02 STA 31+00 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ROTATION: 45%%D SANITARY SEWER LINE 1 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 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 SS03 LINE MATCH STA 31+00 SS02 SS01 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. INV. IN 4927.31 (SW) INV. OUT 4927.11 (SE) DEPTH 8.50' CL Sanitary 9 STA 10+00.00 18" MIN. 18" MIN. 18" MIN. W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD UD UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S S S S W 8'' W 8'' W 8'' X X X X X X X X X X X X X X X SSMH-9 STA 28+78.00 (Sanitary 1) STA 10+00.00 (Sanitary 9) N: 1459433.04 E: 3129668.84 SSMH-8 STA 26+36.31 N: 1459232.99 E: 3129804.46 SSMH-7 STA 24+76.57 N: 1459149.55 E: 3129668.24 SSMH-6 STA 23+58.30 (Sanitary 1) STA 10+00.00 (Sanitary 6) N: 1459105.75 E: 3129558.37 SSMH-4 STA 19+94.25 N: 1458842.93 E: 3129444.08 115.14 LF 8" PVC @ 0.44% 118.27 LF 8" PVC @ 0.44% 159.74 LF 8" PVC @ 0.44% 241.69 LF 8" PVC @ 0.44% 322.44 LF 8" PVC @ 0.44% 248.91 LF 10" PVC @ 0.28% SSMH-5 STA 22+43.16 (Sanitary 1) STA 10+00.00 (Sanitary 5) N: 1459091.84 E: 3129444.07 SANITARY SEWER LINE 6 SEE SHEET SS06 SANITARY SEWER LINE 6A SEE SHEET SS07 SANITARY SEWER LINE 5 SEE SHEET SS04 SANITARY SEWER LINE 9 SEE SHEET SS08 MEXICO WAY LAGER STREET STORM DRAIN B SEE SHEET SD02 STORM OUTLET SEE SHEET SD03 STORM DRAIN A SEE SHEET SD01 MACKINAC STREET SAISON STREET STORM DRAIN A2 SEE SHEET SD01 LOT 34 LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 9 LOT 10 LOT 11 LOT 12 LOT 26 LOT 25 LOT 24 LOT 23 LOT 21 LOT 22 LOT 2 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 10 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 19 LOT 18 LOT 17 LOT 16 LOT 5 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 41 BLOCK 7 BLOCK 8 BLOCK 2 TRACT H TRACT I TRACT J TRACT K TRACT L TRACT E TRACT B SS02 SANITARY SEWER LINE 1 J. Prelog N. Whitcomb 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' MATCH LINE SS03 STA 31+00 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: BY: DATE: APPROVED BY: REV REVISION DESCRIPTION TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE MATCH LINE SS01 STA 19+00 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N SANITARY SEWER LINE 1 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 LINE MATCH STA 31+00 LINE MATCH STA 19+00 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 SS03 SS02 SS01 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. SS 10" SAN SAN SAN SAN SAN SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS T T T T T T T T T T T T WTR WTR WTR WTR WTR WTR WTR WTR TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV E T E E E E E SSMH-3 STA 17+45.28 N: 1458594.02 E: 3129438.67 SSMH-2 STA 14+00.00 N: 1458248.78 E: 3129433.61 EXMH-1 INT 2020 STA 10+00.00 N: 1457848.84 E: 3129426.68 400.00 LF 10" PVC @ 0.28% 345.28 LF 10" PVC @ 0.28% 248.97 LF 10" PVC @ 0.28% STORM OUTLET SEE SHEET SD03 MEXICO WAY \A1;5' SIDEWALK STORM DRAIN SO2 SEE SHEET SD02 SS01 PLAN AND PROFILE SANITARY SEWER LINE 1 A. Cronin A. Cronin 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' MATCH LINE SS02 STA 19+00 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: T EXISTING STORM SEWER EXISTING GAS EXISTING TELEPHONE PROPOSED SEWER SERVICE S EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E PROPOSED RESIDETIAL SERVICE M “ ” W 8" SS 8" SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N SANITARY SEWER LINE 1 ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 100 150 50 50 50 LINE MATCH STA 19+00 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 SS03 SS02 SS01 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. APPROVAL LARIMER COUNTY ENGINEERING E E E SSMH-3 SSMH-2 SANITARY LINE 1 SEE SHEET SS01 STORM DRAIN OFFSITE SEE SHEET SD03 EXISITING 60' R.O.W. 72' R.O.W TO BE DEDICATED BY SEPARATE DOCUMENT EXMH-1 INT2020 INTERNATIONAL BLVD. U4 PLAN UTILITY J. Prelog N. Whitcomb 1"=40' N MATCHLINE-SEE SHEET U2 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 80 120 40 40 40 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 CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER LEGEND: 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.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 10.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. {11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. }12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY CONSTRUCTION. 13.GAS MAIN VERTICAL ELEVATION PER DESIGN. AS-BUILTS UNAVAILABLE AT TIME OF FINAL DESIGN COMPLETION. 14.IF WATER SERVICE IS COPPER AND IS PLACED BETWEEN 18" TO 36" FROM EXISTING 16" GAS MAIN IT SHALL BE PLACED WITHIN AN HDPE SLEEVE THAT EXTENDS 3' ON EITHER SIDE OF GAS MAIN. 15.WATER SERVICES SHALL BE A MINIMUM OF 18" CLEAR OF EXISTING GAS MAIN. EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS S M PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED WATER SERVICE/METER PROPOSED 12" SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC W 8" W 8" W 12" PROPOSED WATER LOWERING PROPOSED MANHOLE PROPOSED 4" UNDERDRAIN UD SAN WTR GAS GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. U4 U3 U1 U2 APPROVAL LARIMER COUNTY ENGINEERING GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. S S S M M M M M M M M M M S S S S 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 M M M M M M M M M M M S S S S S SAN SSMH-9 SSMH-8 SSMH 6-4 SSMH-7 SSMH 6-3 SSMH 6-5 SSMH 6-2 SANITARY LINE 6 SEE SHEET SS06 SANITARY LINE 1 SEE SHEET SS02 SSMH 6-4.1 BLOCK 8 BLOCK 2 TRACT J TRACT K TRACT L TRACT L TRACT B STORM DRAIN A SEE SHEET SD01 TRICKLE CHANNEL SEE DETAIL SHEETS LAGER STREET SAISON STREET LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 19 LOT 25 LOT 10 LOT 6 LOT 14 LOT 22 LOT 23 LOT 24 LOT 19 LOT 7 LOT 8 LOT 9 LOT 11 LOT 12 LOT 13 LOT 15 LOT 16 LOT 17 LOT 18 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 26 LOT 27 LOT 28 LOT 41 SHANDY STREET PINT STREET U3 PLAN UTILITY J. Prelog N. Whitcomb 1"=40' N MATCHLINE-SEE SHEET U2 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 80 120 40 MATCHLINE-SEE SHEET U1 40 40 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 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER LEGEND: 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.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 10.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. {11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. }12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY CONSTRUCTION. 13.GAS MAIN VERTICAL ELEVATION PER DESIGN. AS-BUILTS UNAVAILABLE AT TIME OF FINAL DESIGN COMPLETION. 14.IF WATER SERVICE IS COPPER AND IS PLACED BETWEEN 18" TO 36" FROM EXISTING 16" GAS MAIN IT SHALL BE PLACED WITHIN AN HDPE SLEEVE THAT EXTENDS 3' ON EITHER SIDE OF GAS MAIN. 15.WATER SERVICES SHALL BE A MINIMUM OF 18" CLEAR OF EXISTING GAS MAIN. EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS S M PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED WATER SERVICE/METER PROPOSED 12" SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC W 8" W 8" W 12" PROPOSED WATER LOWERING PROPOSED MANHOLE PROPOSED 4" UNDERDRAIN UD SAN WTR GAS GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. U4 U3 U1 U2 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M S S S S S S S S M M M M M M M M S S S S S S S S S S S S S S S M M M M M M M S S M M UD UD UD UD UD UD UD UD UD UD UD UD SS 8'' SS 8'' UD SS 8'' SS 8'' SS 8'' SS 8'' M M M W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' S S W 8'' W 8'' W 8'' FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 WTR WTR T TV GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS T T T E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G SSMH 10 - 3 SSMH 10 - 2 SSMH 10 - 1 SSMH 5-1A SSMH 9-2 SSMH 5-4 SSMH 9-3 SSMH 9-1 SSMH 6A-2 SSMH 5-2 SSMH 5-1 SSMH 5-3 SSMH-5 SSMH-6 SSMH 6-1 SSMH-4 SANITARY LINE 10 SEE SHEET SS09 SANITARY LINE 9 SEE SHEET SS08 SANITARY LINE 5-1 SEE SHEET SS07 SANITARY LINE 6A SEE SHEET SS07 SANITARY LINE 6 SEE SHEET SS06 SANITARY LINE 1 SEE SHEET SS01 SANITARY LINE 5 SEE SHEET SS04 SANITARY LINE 5 SEE SHEET SS05 SANITARY LINE 1 SEE SHEET SS02 SSMH 5-2 SSMH 6-1A BLOCK 1 BLOCK 2 BLOCK 6 BLOCK 7 TRACT H TRACT F TRACT G TRACT A TRACT B TRACT E BLOCK 5 STORM DRAIN B SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 STORM DRAIN A2 SEE SHEET SD01 STORM DRAIN OFFSITE SEE SHEET SD03 \A1;5' SIDEWALK EXISTING 50' GAS EASEMENT STOUT STREET SAISON STREET MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET PALE ALE STREET MEXICO WAY TRACT I LOT 35 LOT 4 LOT 3 LOT 2 LOT 1 LOT 15 LOT 14 LOT 13 LOT 12 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 26 LOT 25 LOT 24 LOT 23 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 1 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 10 LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 19 LOT 18 LOT 17 LOT 16 LOT 5 LOT 7 SSMH 6A-1 SOUR STREET U2 PLAN UTILITY J. Prelog N. Whitcomb 1"=40' N MATCHLINE-SEE SHEET U1 MATCHLINE-SEE SHEET U3 MATCHLINE-SEE SHEET U4 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 80 120 40 40 40 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 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE PROPOSED RIGHT-OF-WAY EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER LEGEND: 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.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 10.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. {11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. }12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY CONSTRUCTION. 13.GAS MAIN VERTICAL ELEVATION PER DESIGN. AS-BUILTS UNAVAILABLE AT TIME OF FINAL DESIGN COMPLETION. 14.IF WATER SERVICE IS COPPER AND IS PLACED BETWEEN 18" TO 36" FROM EXISTING 16" GAS MAIN IT SHALL BE PLACED WITHIN AN HDPE SLEEVE THAT EXTENDS 3' ON EITHER SIDE OF GAS MAIN. 15.WATER SERVICES SHALL BE A MINIMUM OF 18" CLEAR OF EXISTING GAS MAIN. EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS S M PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED WATER SERVICE/METER PROPOSED 12" SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC W 8" W 8" W 12" PROPOSED WATER LOWERING PROPOSED MANHOLE PROPOSED 4" UNDERDRAIN UD SAN WTR GAS CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. U4 U3 U1 U2 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S M M M M M M M M M M S S S S S S S S M M S S S S M M M M UD UD UD UD UD UD UD UD UD UD M W 8'' W 8'' W 8'' M M M S FOUND #5 REBAR TR GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS G OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G SSMH-14 SSMH 5-6 SSMH 11-2 SSMH-13 SSMH 5-5 SSMH-12 SSMH 11-1 SSMH 10 - 3 SSMH 10 - 2 SSMH-11 SSMH 10 - 1 SSMH-10 SANITARY LINE 1 SEE SHEET SS03 SANITARY LINE 11 SEE SHEET SS10 SANITARY LINE 10 SEE SHEET SS09 SANITARY LINE 5 SEE SHEET SS05 BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 2 TRACT B TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 EXISTING 50' GAS EASEMENT LAMBIC STREET LAGER STREET STOUT STREET LAGER STREET BOCK STREET LAMBIC STREET BOCK STREET LAGER STREET LOT 7 LOT 8 LOT 9 LOT10 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 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 16 LOT 17 LOT 18 LOT 10 LOT 11 LOT 12 U1 PLAN UTILITY J. Prelog N. Whitcomb 1"=40' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N MATCHLINE-SEE SHEET U2 MATCHLINE-SEE SHEET U3 EXISTING WATER MAIN PROPOSED 8" WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: EXISTING STORM SEWER PROPOSED SEWER SERVICE EXISTING SANITARY SEWER PROPOSED 12" SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED WATER SERVICE/METER PROPOSED 8" SANITARY SEWER 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.WATER SERVICE PROVIDED BY EAST LARIMER COUNTY (ELCO) WATER DISTRICT. WATER CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 3.SEWER SERVICE PROVIDED BY BOXELDER SANITATION DISTRICT SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS, LATEST EDITION. 4.MINIMUM DEPTH OF COVER OVER WATR MAINS SHALL BE 4.5'. MAXIMUM COVER SHALL BE 5.5'. 5.SANITARY SEWER SERVICES SHALL BE SDR-35 PVC AND WATER MAINS SHALL BE AWWA C-900 PVC. 6.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 7.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 8.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 9.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 10.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. {11.CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO " BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 12.COORDINATE ABANDONMENT OF EXISTING GAS PRIOR TO ANY CONSTRUCTION. }13.GAS MAIN VERTICAL ELEVATION PER DESIGN. AS-BUILTS UNAVAILABLE AT TIME OF FINAL DESIGN COMPLETION. 14.IF WATER SERVICE IS COPPER AND IS PLACED BETWEEN 18" TO 36" FROM EXISTING 16" GAS MAIN IT SHALL BE PLACED WITHIN AN HDPE SLEEVE THAT EXTENDS 3' ON EITHER SIDE OF GAS MAIN. 15.WATER SERVICES SHALL BE A MINIMUM OF 18" CLEAR OF EXISTING GAS MAIN. 16.SEE SHEET EX01 FOR EXISTING BOUNDARY CORNER COORDINATES. ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 80 120 40 40 40 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 U4 PROPOSED RIGHT-OF-WAY EXISTING TELEPHONE T EXISTING GAS S PROPOSED STORM INLET PROPOSED CURB & GUTTER H Y D PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY PROPOSED ELECTRIC E M W 8" W 8" W 12" PROPOSED WATER LOWERING PROPOSED MANHOLE KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 PROPOSED 4" UNDERDRAIN UD U3 U1 U2 SAN WTR GAS GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. FG=37.41 TF=38.08 B LOT 40 FG=37.10 TF=37.77 B LOT 22 FG=37.19 TF=37.86 B LOT 23 FG=37.26 TF=37.93 B LOT 24 FG=37.26 TF=37.93 B LOT 18 FG=37.92 TF=38.59 B LOT 19 FG=37.48 TF=38.15 B PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED 30" HDPE CULVERT @ 0.50% 4' BIOSWALE W/ SINGLE UNDERDRAIN @ 0.30% w/ 4:1 SIDE SLOPES (SEE DETAILS) 4' BIOSWALE AND UNDERDRAIN @ 0.30% w/ 4:1 SIDE SLOPES (SEE DETAILS) A A A A A A A A A A A A A A A A A A LOT 19 LOT 20 LOT 22 LOT 23 LOT 24 LOT 25 LOT 27 LOT 28 LOT 13 LOT 11 LOT 10 LOT 8 LOT 7 LOT 6 LOT 15 LOT 14 LOT 16 LOT 18 LOT 41 FG=36.73 TF=37.40 B A LOT 9 A LOT 12 A LOT 17 A LOT 21 A LOT 26 BLOCK 8 BLOCK 2 TRACT J TRACT K TRACT L TRACT L TRACT B PROPOSED STORM DRAIN PROPOSED SIDEWALK CHASE LAGER STREET SAISON STREET PALE ALE STREET PINT STREET SHANDY STREET G7 PLAN FHA GRADING J. Allen J. Allen 1"=40' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. 7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.} NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G6 MATCHLINE-SEE SHEET G5 G6 G7 G5 LAKE CANAL RESERVOIR COMPANY APPROVAL SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE 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 TF=37.88 B LOT 11 FG=37.02 TF=37.69 B LOT 9 FG=37.72 TF=38.39 B LOT 8 FG=37.78 TF=38.45 B LOT 7 FG=38.09 TF=38.76 B LOT 6 FG=38.37 TF=39.04 B LOT 5 FG=38.37 TF=39.04 B LOT 4 FG=38.30 TF=38.97 B LOT 3 FG=37.99 TF=38.66 B LOT 2 FG=37.67 TF=38.34 B LOT 1 FG=37.36 TF=38.03 B LOT 13 FG=39.81 TF=40.48 A LOT 14 FG=40.36 TF=41.03 A LOT 15 FG=40.69 TF=41.36 A LOT 16 FG=41.00 TF=41.67 A LOT 17 FG=41.31 TF=41.98 A LOT 18 FG=41.62 TF=42.29 A LOT 19 FG=41.79 TF=42.46 A LOT 20 FG=41.67 TF=42.34 A LOT 21 FG=41.36 TF=42.03 A LOT 22 FG=40.98 TF=41.65 A LOT 23 FG=40.59 TF=41.26 A LOT 24 FG=40.21 TF=40.88 A LOT 25 FG=39.81 TF=40.48 A LOT 26 FG=39.18 TF=39.85 A LOT 5 FG=37.71 TF=38.38 A LOT 6 FG=38.28 TF=38.95 A LOT 7 FG=38.58 TF=39.25 A LOT 8 FG=38.55 TF=39.22 A LOT 1 FG=39.81 TF=40.48 A LOT 2 FG=40.39 TF=41.06 A LOT 3 FG=40.69 TF=41.36 A LOT 4 FG=40.43 TF=41.10 A LOT 1 FG=39.90 TF=40.57 B LOT 2 FG=39.92 TF=40.59 B LOT 3 FG=39.92 TF=40.59 B LOT 7 FG=40.47 TF=41.14 A LOT 8 FG=40.47 TF=41.14 A LOT 9 FG=39.43 TF=40.10 A LOT 10 FG=38.52 TF=39.19 A LOT 4 FG=38.57 TF=39.24 B LOT 5 FG=38.57 TF=39.24 B LOT 6 FG=38.34 TF=39.01 B LOT 11 FG=39.35 TF=40.02 A LOT 12 FG=39.17 TF=39.84 A LOT 13 FG=38.43 TF=39.10 A LOT 14 FG=37.68 TF=38.35 A LOT 15 FG=36.94 TF=37.61 A LOT 20 FG=36.96 TF=37.63 B LOT 21 FG=36.99 TF=37.66 B LOT 22 FG=37.19 TF=37.86 B LOT 16 FG=38.20 TF=38.87 B LOT 17 FG=38.20 TF=38.87 B LOT 18 FG=37.92 TF=38.59 B LOT 19 FG=37.48 TF=38.15 B LOT 1 FG=41.39 TF=42.06 A LOT 2 FG=41.95 TF=42.62 A LOT 3 FG=42.28 TF=42.95 A LOT 4 FG=42.59 TF=43.26 A LOT 5 FG=42.73 TF=43.40 A LOT 6 FG=42.57 TF=43.24 A LOT 7 FG=42.27 TF=42.94 A LOT 8 FG=42.05 TF=42.72 A LOT 9 FG=41.72 TF=42.39 A LOT 10 FG=41.50 TF=42.17 A LOT 11 FG=41.02 TF=41.69 A A A A A A A LOT 1 LOT 2 LOT 3 LOT 4 LOT 7 LOT 6 PROPOSED SIDEWALK CHASE & PRIVATE DRIVE TRANSITION SEE SHEET RD18 PROPOSED 15" RCP CULVERT @ 0.50% GRASS SWALE @ 0.50% LOT 5 A PROPOSED SIDEWALK CHASE BLOCK 1 BLOCK 2 BLOCK 6 BLOCK 7 TRACT H TRACT G TRACT I TRACT F TRACT A TRACT B TRACT E BLOCK 5 LOW GRADIENT GRASS SWALE \A1;5' SIDEWALK STOUT STREET SAISON STREET MACKINAC STREET MACKINAC STREET MACKINAC STREET DUNKEL STREET ALTBIER STREET TRAPPIST STREET PILSNER STREET SOUR STREET MEXICO WAY PALE ALE STREET / B PROPOSED SIDEWALK CHASE LOT 10 FG=37.80 TF=38.47 A G6 PLAN FHA GRADING J. Allen J. Allen 1"=40' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. 7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.} NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G7 G6 G7 G5 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 TF=42.59 B LOT 17 FG=42.05 TF=42.72 B LOT 18 FG=41.77 TF=42.44 B LOT 19 FG=41.46 TF=42.13 B LOT 20 FG=41.14 TF=41.81 B LOT 21 FG=40.84 TF=41.51 B LOT 22 FG=40.91 TF=41.58 B LOT 23 FG=40.48 TF=41.15 B LOT 24 FG=40.01 TF=40.68 B LOT 25 FG=39.71 TF=40.38 B LOT 26 FG=39.40 TF=40.07 B LOT 28 FG=39.40 TF=40.07 A LOT 29 FG=38.56 TF=39.23 B LOT 30 FG=38.89 TF=39.56 B LOT 31 FG=39.20 TF=39.87 B LOT 32 FG=39.20 TF=39.87 B LOT 33 FG=39.19 TF=39.86 B LOT 34 FG=38.96 TF=39.63 B LOT 35 FG=38.66 TF=39.33 LOT 10 B FG=41.50 TF=42.17 A LOT 11 FG=41.02 TF=41.69 A LOT 12 FG=40.45 TF=41.12 A LOT 9 FG=41.50 TF=42.17 A LOT 10 FG=42.04 TF=42.71 A LOT 11 FG=42.39 TF=43.06 A LOT 12 FG=42.69 TF=43.36 A LOT 13 FG=42.73 TF=43.40 A LOT 14 FG=42.48 TF=43.15 A LOT 15 FG=42.10 TF=42.77 A LOT 16 FG=41.80 TF=42.47 A LOT 17 FG=41.20 TF=41.87 A LOT 18 FG=40.61 TF=41.28 A LOT 1 FG=43.16 TF=43.83 A LOT 2 FG=43.49 TF=44.16 A LOT 3 FG=43.18 TF=43.85 A LOT 4 FG=42.67 TF=43.34 A LOT 5 FG=42.17 TF=42.84 A LOT 6 FG=41.88 TF=42.55 A LOT 7 FG=41.35 TF=42.02 A LOT 8 FG=40.55 TF=41.22 A LOT 7 FG=42.99 TF=43.66 A LOT 8 FG=43.61 TF=44.28 A LOT 9 FG=43.33 TF=44.00 A LOT 10 FG=42.83 TF=43.50 A LOT 11 FG=42.32 TF=42.99 A LOT 12 FG=41.53 TF=42.20 A LOT 13 FG=40.58 TF=41.25 A LOT 1 FG=42.72 TF=43.39 A LOT 2 FG=43.03 TF=43.70 A LOT 3 FG=42.72 TF=43.39 A LOT 4 FG=42.41 TF=43.08 A LOT 5 FG=42.10 TF=42.77 A LOT 6 FG=41.31 TF=41.98 A PROPOSED 12" HDPE CULVERT @ 0.80% GRASS SWALE @ 0.60% PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED 30" HDPE CULVERT @ 0.50% 4' BIOSWALE W/ SINGLE UNDERDRAIN @ 0.30% w/ 4:1 SIDE SLOPES (SEE DETAILS) PROPOSED 8" HDPE CULVERT GRASS SWALE @ 0.50% BLOCK 2 BLOCK 3 BLOCK 2 BLOCK 4 BLOCK 2 TRACT B TRACT D TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 LAMBIC STREET LAGER STREET STOUT STREET LAGER STREET BOCK STREET LAMBIC STREET BOCK STREET / B PROPOSED SIDEWALK CHASE PROPOSED SIDEWALK CHASE LOT 27 FG=39.31 TF=39.98 A G5 PLAN FHA GRADING J. Allen J. Allen 1"=40' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G6 MATCHLINE-SEE SHEET G7 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 G6 G7 G5 LEGEND: 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 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. }{7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY. } LAKE CANAL RESERVOIR COMPANY APPROVAL SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.4 PROPOSED SLOPES 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. 7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN.} NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.4) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER MATCHLINE-SEE SHEET BELOW MATCHLINE-SEE SHEET ABOVE G4 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 A A A B B B B B BLOCK 8 BLOCK 2 TRACT J TRACT K TRACT L TRACT L TRACT B LOT 35 LOT 36 LOT 37 LOT 38 LOT 39 LOT 40 LOT 19 LOT 20 LOT 21 LOT 22 LOT 24 LOT 25 LOT 26 LOT 28 LOT 12 LOT 11 LOT 10 LOT 7 LOT 8 LOT 6 LOT 15 LOT 14 LOT 16 LOT 17 LOT 22 LOT 23 LOT 24 LOT 19 LOT 18 \A1;5' SIDEWALK B LOT 41 A LOT 18 A LOT 9 A LOT 13 A LOT 23 A LOT 27 PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED STORM DRAIN 10' WIDE SOFT BOTTOM PAN RETAINING/SEAT 2' WALL PROPOSED FENCE 50' BUFFER TRICKLE CHANNEL (SEE DETAILS) 4' BIOSWALE W/ SINGLE UNDERDRAIN @ 0.30% w/ 4:1 SIDE SLOPES (SEE DETAILS) PROPOSED CONC. SIDEWALK CHASE, SEE DETAIL D-12B G3 PLAN OVERLOT GRADING J. Allen J. Allen 1"=40' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. 7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.} NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G1 G2 G3 G1 LAKE CANAL RESERVOIR COMPANY APPROVAL SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE 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 A A A A A B B B B B B B BLOCK 1 BLOCK 2 BLOCK 6 BLOCK 7 TRACT H TRACT G TRACT I TRACT F TRACT A TRACT B TRACT E BLOCK 5 LOT 35 LOT 4 LOT 3 LOT 2 LOT 1 LOT 15 LOT 14 LOT 13 LOT 12 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 26 LOT 25 LOT 24 LOT 23 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 LOT 1 LOT 2 LOT 3 LOT 4 LOT 19 LOT 7 LOT 6 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 8 LOT 7 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 20 LOT 21 LOT 22 LOT 19 LOT 18 LOT 17 LOT 16 \A1;5' SIDEWALK A LOT 5 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED 15" RCP CULVERT @ 0.50% GRASS SWALE @ 0.50% PROPOSED STORM DRAIN GRASS SWALE @ 0.50% 8" PERFORATED PIPE PLD OVERFLOW ELEV= 4933.75 10' WIDE SOFT BOTTOM PAN (SEE DETAILS) PROPOSED STEEL SIDEWALK CHASE, SEE DETAIL D-10B PROPOSED 24" HDPE CULVERT @ 0.50% PROPOSED CONC. SIDEWALK CHASE, SEE DETAIL D-12B PROPOSED STEEL SIDEWALK CHASE, SEE DETAIL D-10B PALE ALE STREET G2 PLAN OVERLOT GRADING J. Allen J. Allen 1"=40' KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N LEGEND: 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. 7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY.} NOTES: PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G1 MATCHLINE-SEE SHEET G3 G2 G3 G1 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 TRACT C TRACT B TRACT B TRACT B TRACT B TRACT B BLOCK 2 BLOCK 2 LOT 7 LOT 8 LOT 9 LOT0 LOT 11 LOT 12 LOT 13 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 LOT 24 LOT 25 LOT 26 LOT 27 LOT 28 LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 LOT 34 LOT 35 LOT 15 LOT 14 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 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 16 LOT 17 LOT 18 LOT 10 LOT 11 LOT 12 B A/B A 50' BUFFER PROPOSED FENCE PROPOSED 12" HDPE CULVERT @ 0.80% GRASS SWALE @ 0.60% PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED 30" HDPE CULVERT @ 0.50% PROPOSED 8" HDPE CULVERT @ 0.50% GRASS SWALE @ 0.50% 4' BIOSWALE W/ SINGLE UNDERDRAIN @ 0.30% w/ 4:1 SIDE SLOPES (SEE DETAILS) PROPOSED CONC. SIDEWALK CHASE, SEE DETAIL D-12B PROPOSED STEEL SIDEWALK CHASE, SEE DETAIL D-10B B G1 PLAN OVERLOT GRADING J. Allen J. Allen 1"=40' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner ( IN FEET ) 1 inch = ft. 40 0 40 Feet 40 80 120 N 5013 PROPOSED CONTOUR 93 EXISTING STORM SEWER PROPOSED STORM SEWER ST PROPOSED PAN EXISTING CONTOUR PROPOSED CURB AND GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION 33.42 PROPOSED SLOPES PROPOSED STORM INLET 2.0%%% EXISTING SPOT ELEVATION (47.42) PROPOSED LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) PROPOSED RIGHT OF WAY LOT TYPE A B PERMEABLE PAVER KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 MATCHLINE-SEE SHEET G2 MATCHLINE-SEE SHEET G3 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 G2 G3 G1 LEGEND: 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 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.ELEVATIONS SHOWN HAVE BEEN ABBREVIATED. THE ENTIRE ELEVATION IS THE ELEVATION SHOWN PLUS 4900 FEET (43.71 = 4943.71). 4.CONTOURS SHOWN OUTSIDE OF STREET R.O.W. ARE OVERLOT CONTOURS. CONTOURS SHOWN WITHIN THE STREET R.O.W. ARE FINISHED GRADE. 5.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE LOT CORNERS, OVERLOT OR FINISHED GRADE FOR LANDSCAPE AREAS. 6.SEE DETAIL SHEETS FOR LOT TEMPLATES. }{7.4:1 MAX TIE TO EXISTING SURFACE AT END OF PHASE IF REQUIRED. 8.REFER TO DETAIL SHEETS FOR INLET SCHEDULE 9.SEE SECTION 3.4.1 OF LANDUSE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.ALL DISTURBED AREAS SHALL BE REVEGITATED PER THE APPROVED LANDSCAPE PLAN. 11.FHA GRADING SHOWN FOR REFERENCE ONLY. LOT SPECIFIC PLOT PLANS TO BE SUBMITTED TO THE CITY FOR APPROVAL ONCE INDIVIDUAL FOOTPRINTS ARE DETERMINED. 12.WALLS SHOWN FOR GRADING PURPOSES ONLY, TO BE STRUCTURALLY DESIGNED BY OTHERS AS NECESSARY. } LAKE CANAL RESERVOIR COMPANY APPROVAL SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE 50' BUFFER ACCESS EASEMENT BOOK 1584, PAGE 476 N00°16'05"E 693.96' WEST 1/4 CORNER SECTION 8-T.7N.-R.68W. FOUND #6 REBAR W/ 2 1/2" ALUMINUM CAP STAMPED LS17497 FOUND #4 REBAR FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 OWNER: AMBER PARCEL # 8708208005 WAVES LLC REC. NO. 423677 PARCEL # 8707108004 OVERLOT PHASE 3 OVERLOT PHASE 1 PHASE 1 OVERLOT PHASE 1 OVERLOT PHASE 2 MEXICO WAY LAGER STREET LAMBIC STREET BOCK STREET MACKINAC STREET STOUT STREET SAISON STREET DUNKEL STREET LAGER STREET STORM OUTLET SEE SHEET SD03 STORM DRAIN B SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 STORM DRAIN A2 SEE SHEET SD01 OVERLOT PHASE 1 PHASE 1 MEXICO WAY INTERNATIONAL BLVD. STORM OUTLET SEE SHEET SD04 STORM DRAIN SO2 SEE SHEET SD02 PH03 OVERLOT PHASE 2 PHASING PLAN J. Prelog N. Whitcomb 1"=100' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 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 MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET 1.PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. SEE DETAIL BELOW 2.DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 3.THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION. 4.OVERLOT GRADING FOR PHASING IS EXPECTED TO OCCUR AT THE SAME TIME, REGARDLESS OF WHICH PHASE IS CONSTRUCTED FIRST. IF OVERLOT IS COMPLETED BY PHASE, GRADING SHALL BE TIED IN AT 4:1 MAX AND APPROPRIATE COVER PROVIDED IN FILL AREAS FOR UTILITIES OUTSIDE OF PHASE. 5.TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL WATER LINES IN EACH PHASE WHICH CREATES A "DEAD-END" WATER LINE. THE FIRE HYDRANTS SHALL BE REMOVED WHEN THE WATER MAIN IS COMPLETED DURING THE CONSTRUCTION OF THE NEXT PHASE. 6.THE 8" SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 7.MEXICO WAY & DETENTION PONDS SHALL BE COMPLETED WITH PHASE 1 8.SEE SHEET GR01-GR04 FOR DETAILED GRADING. 9.CULVERTS IN THE SWALES TO THE EAST AND WEST SIDES OF THE SITE SHALL BE BUILT UP THROUGH THE PHASES COMPLETED DURING OVERLOT GRADING. NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE W W SS SS TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS TYPE III BARRICADE 10'x5'x1.5' TYPE 'L' RIPRAP PAD 10'x5'x1.5' TYPE 'L' RIPRAP PAD CONSTRUCT SANITARY TO NEXT MANHOLE N ROTATION: 90%%D CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. W SS TEMP. FIRE HYDRANT TYPE III BARRICADE CONSTRUCT SANITARY TO NEXT MANHOLE PROPOSED PRIVATE DRIVE SIDEWALK GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 50' BUFFER ACCESS EASEMENT BOOK 1584, PAGE 476 N00°16'05"E 693.96' WEST 1/4 CORNER SECTION 8-T.7N.-R.68W. FOUND #6 REBAR W/ 2 1/2" ALUMINUM CAP STAMPED LS17497 FOUND #4 REBAR FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 OWNER: AMBER PARCEL # 8708208005 WAVES LLC REC. NO. 423677 PARCEL # 8707108004 MEXICO WAY LAGER STREET LAMBIC STREET BOCK STREET MACKINAC STREET STOUT STREET LAGER STREET SAISON STREET DUNKEL STREET OVERLOT PHASE 3 PHASE 1 OVERLOT PHASE 1 OVERLOT PHASE 2 OVERLOT PHASE 1 STORM OUTLET SEE SHEET SD03 STORM DRAIN B SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 STORM DRAIN A2 SEE SHEET SD01 OVERLOT PHASE 1 MEXICO WAY PHASE 1 INTERNATIONAL BLVD. STORM OUTLET SEE SHEET SD04 STORM DRAIN SO2 SEE SHEET SD02 PH02 OVERLOT PHASE 1 PHASING PLAN J. Prelog N. Whitcomb 1"=100' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 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 MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET 1.PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. SEE DETAIL BELOW 2.DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 3.THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION. 4.OVERLOT GRADING FOR PHASING IS EXPECTED TO OCCUR AT THE SAME TIME, REGARDLESS OF WHICH PHASE IS CONSTRUCTED FIRST. IF OVERLOT IS COMPLETED BY PHASE, GRADING SHALL BE TIED IN AT 4:1 MAX AND APPROPRIATE COVER PROVIDED IN FILL AREAS FOR UTILITIES OUTSIDE OF PHASE. 5.TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL WATER LINES IN EACH PHASE WHICH CREATES A "DEAD-END" WATER LINE. THE FIRE HYDRANTS SHALL BE REMOVED WHEN THE WATER MAIN IS COMPLETED DURING THE CONSTRUCTION OF THE NEXT PHASE. 6.THE 8" SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 7.MEXICO WAY & DETENTION PONDS SHALL BE COMPLETED WITH PHASE 1 8.SEE SHEET GR01-GR04 FOR DETAILED GRADING. 9.CULVERTS IN THE SWALES TO THE EAST AND WEST SIDES OF THE SITE SHALL BE BUILT UP THROUGH THE PHASES COMPLETED DURING OVERLOT GRADING. NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE W W SS SS TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS TYPE III BARRICADE 10'x5'x1.5' TYPE 'L' RIPRAP PAD 10'x5'x1.5' TYPE 'L' RIPRAP PAD CONSTRUCT SANITARY TO NEXT MANHOLE N ROTATION: 90%%D CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. W SS TEMP. FIRE HYDRANT TYPE III BARRICADE CONSTRUCT SANITARY TO NEXT MANHOLE PROPOSED PRIVATE DRIVE SIDEWALK GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. W 8'' W 8'' PHASE 1 SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 8'' W 8'' W 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W 8'' SS 8'' W 8'' W 8'' W 8'' ACCESS EASEMENT BOOK 1584, PAGE 476 N00°16'05"E 693.96' WEST 1/4 CORNER SECTION 8-T.7N.-R.68W. FOUND #6 REBAR W/ 2 1/2" ALUMINUM CAP STAMPED LS17497 FOUND #4 REBAR FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 OWNER: AMBER PARCEL # 8708208005 WAVES LLC REC. NO. 423677 PARCEL # 8707108004 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 SAN SAN WTR WTR SAN SAN SAN WTR I RR WTR WTR IRR IRR WTR WTR WTR SAN SAN SAN SAN SAN SAN SAN SAN SAN WTR WTR WTR WTR WTR WTR WTR WTR WTR WTR SAN SAN WTR WTR WTR WTR WTR T TV EM TE GM GM GM GM GM EMEM CATV E TE GM GM GM GMTE TE EM EM E GAS EM TE GM GM EM GM EM CATV EM GM GM GM T E TE EM GM GM GAS WTR WTR EPB EPB EPB EPB EPB EPB EPB TR TR TR TR TR TR TR SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS G OHE OHE OHE OHE OHE GAS GAS E T T E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G TOP OF SLOPE 50' BUFFER TOP OF SLOPE 50' BUFFER TOP OF SLOPE 50' BUFFER PHASE 2 MEXICO WAY LAGER STREET LAMBIC STREET BOCK STREET MACKINAC STREET STOUT STREET LAGER STREET SAISON STREET DUNKEL STREET PHASE 4 UTILITY PHASE 1 PHASE 1 PHASE 3 STORM OUTLET SEE SHEET SD03 STORM DRAIN B SEE SHEET SD02 STORM DRAIN A SEE SHEET SD01 SANITARY LINE 1 SEE SHEET SS03 SANITARY LINE 11 SEE SHEET SS10 SANITARY LINE 10 SEE SHEET SS09 SANITARY LINE 9 SEE SHEET SS08 SANITARY LINE 1 SEE SHEET SS02 SANITARY LINE 1 SEE SHEET SS02 SANITARY LINE 6A SEE SHEET SS07 SANITARY LINE 5-1 SEE SHEET SS07 SANITARY LINE 1 SANITARY LINE 5 SEE SHEET SS01 SEE SHEET SS04 SANITARY LINE 6 SEE SHEET SS06 SANITARY LINE 6-4 SEE SHEET SS11 SANITARY LINE 6-1 SEE SHEET SS11 STORM DRAIN A2 SEE SHEET SD01 SANITARY LINE 5 SEE SHEET SS05 PHASE 2 PHASE 3 PHASE 1 PHASE 1 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" PHASE 1 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SAN SAN GAS GAS GAS GAS T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E MEXICO WAY INTERNATIONAL BLVD. STORM OUTLET SEE SHEET SD04 STORM DRAIN SO2 SEE SHEET SD02 SANITARY LINE 1 SEE SHEET SS01 PH01 PLAN UTILITY PHASING J. Prelog N. Whitcomb 1"=100' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 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 MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET 1.PHASE LINES SHOWN DELINEATE THE LOTS AND/OR AREAS THAT ARE INCLUDED WITHIN A PHASE. DEPENDING ON CONSTRUCTION SEQUENCING, INSTALLATION OF INFRASTRUCTURE OUTSIDE THE LIMITS OF THE PHASE MAY BE REQUIRED. SEE DETAIL BELOW 2.DEPENDING ON CONSTRUCTION SEQUENCING, PREVIOUSLY CONSTRUCTED ROADWAYS MAY REQUIRE SAWCUTS, MILLING AND/OR PATCHING OF ASPHALT. FINAL LIMITS WILL BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL PATCHING AND STREET REPAIRS SHALL BE IN ACCORDANCE WITH CITY STANDARDS. 3.THE PHASING DESIGNATIONS SHOWN ARE FOR REFERENCE ONLY. AND MAY NOT HAVE ANY RELATIONSHIP TO THE ACTUAL ORDER OF CONSTRUCTION. 4.OVERLOT GRADING FOR PHASING IS EXPECTED TO OCCUR AT THE SAME TIME, REGARDLESS OF WHICH PHASE IS CONSTRUCTED FIRST. IF OVERLOT IS COMPLETED BY PHASE, GRADING SHALL BE TIED IN AT 4:1 MAX AND APPROPRIATE COVER PROVIDED IN FILL AREAS FOR UTILITIES OUTSIDE OF PHASE. 5.TEMPORARY FIRE HYDRANTS ARE REQUIRED AT THE UPSTREAM END OF ALL WATER LINES IN EACH PHASE WHICH CREATES A "DEAD-END" WATER LINE. THE FIRE HYDRANTS SHALL BE REMOVED WHEN THE WATER MAIN IS COMPLETED DURING THE CONSTRUCTION OF THE NEXT PHASE. 6.THE 8" SANITARY SEWER MAIN SHALL BE EXTENDED TO THE NEXT MANHOLE BEYOND THE PHASE LINE. 7.MEXICO WAY & DETENTION PONDS SHALL BE COMPLETED WITH PHASE 1 8.FOR DETAILED GRADING SEE SHEETS GR01-GR04 NOTES: LEGEND: PROJECT BOUNDARY PHASE LINE W W SS SS TEMP. FIRE HYDRANT PROPOSED ROADWAY END OF PHASE ROADWAY AND UTILITY TERMINATIONS TYPE III BARRICADE 10'x5'x1.5' TYPE 'L' RIPRAP PAD 10'x5'x1.5' TYPE 'L' RIPRAP PAD CONSTRUCT SANITARY TO NEXT MANHOLE N ROTATION: 90%%D CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE UTILITY PHASING {\C2;PHASE} {\C2;REQUIRED UTILITY INFRASTRUCTURE} {\C2;SANITARY SEWER - LINE 1 TO SSMH10, LINE 5, LINE 9, LINE 5-1, LINE 6 TO SSMH6-1, LINE 6A STORM DRAIN - A, B, AND STORM OUTLET, EXTERIOR CULVERTS } {\C2;SANITARY SEWER - LINE 1 SSMH10 TO SSMH11, LINE 10 STORM DRAIN - EXTERIOR CULVERTS} {\C2;SANITARY SEWER - LINE 11, LINE 1 SSMH-14 TO SSMH11 STORM DRAIN - EXTERIOR CULVERTS} 4 {\C2;SANITARY SEWER - LINE 6 SSMH6-1 TO SSMH6-5, LINE 6-4, LINE 6-1} GENERAL MANAGER REVIEWED BY: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. W SS TEMP. FIRE HYDRANT TYPE III BARRICADE CONSTRUCT SANITARY TO NEXT MANHOLE PROPOSED PRIVATE DRIVE SIDEWALK GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. ADDITIONAL PHASE 1 UTILITIES WTR WTR EPB EPB EPB EPB EPB EPB EPB TR TR TR TR TR TR TR SAN SAN GAS GAS GAS GAS GAS GAS GAS GAS G OHE OHE OHE OHE OHE GAS GAS E T T E 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 16" G 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 MEXICO WAY 5 0' WIDE EASEMENT TO WYOMING GAS COMPANY. BOOK 1183, PAGE 488 \A1;50.00' SECTION 7 SECTION 8 ACCESS EASEMENT BOOK 1584, PAGE 476 N00°16'05"E 693.96' WEST 1/4 CORNER SECTION 8-T.7N.-R.68W. FOUND #6 REBAR W/ 2 1/2" ALUMINUM CAP STAMPED LS17497 FOUND #4 REBAR FOUND #4 REBAR FOUND #4 REBAR W/ YELLOW PLASTIC CAP STAMPED LS23513 FOUND #5 REBAR W/ MELTED RED PLASTIC CAP ILLEGIBLE FOUND #5 REBAR COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 COLLINS AIRE PARK MOBILE HOMES OWNER: CAMHP LLC REC. NO. 96025645 REC'D 4-12-1996 OWNER: JAMES GIBSON CHARLES REC. NO. 9300588 OWNER: AMBER WAVES LLC REC'D 1/29/1993 REC. NO. 20140020475 OWNER: AMBER PARCEL # 8708208005 WAVES LLC REC. NO. 423677 PARCEL # 8707108004 SAN SAN GAS GAS GAS GAS T T T T T WTR WTR WTR WTR TV TV TV TV TV TV TV E T E E INTERNATIONAL BLVD. EX01 AND DEMOLITION PLAN EXISTING CONDITIONS J. Prelog N. Whitcomb 1"=100' City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner N ( IN FEET ) 1 inch = ft. 0 Feet SHEET SIZE 24x36 200 300 100 100 100 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 MATCHLINE-SEE THIS SHEET MATCHLINE-SEE THIS SHEET N ROTATION: 90%%D CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 KEYMAP DRY CREEK E. VINE DR. S. TIMBERLINE RD. TIMBERVINE LEGEND: EXISTING TELEPHONE T EXISTING GAS EXISTING TELEPHONE RISER EXISTING TREES 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. {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.EXISTING UNDERGROUND AND OVERHEAD PUBLIC AND PRIVATE UTILITIES AS SHOWN ARE INDICATED ACCORDING TO BEST INFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCH INFORMATION. EXISTING UTILITY MAINS AND SERVICES MAY NOT BE STRAIGHT LINES OR AS INDICATED ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE TO CALL ALL UTILITY COMPANIES (PUBLIC AND PRIVATE) PRIOR TO ANY CONSTRUCTION TO VERIFY EXACT UTILITY LOCATION. 7.CURB, GUTTER AND SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT. 8.COORDINATE THE REMOVAL AND/OR SALVAGING OF ALL EXISTING TREES SHOWN ON THE DEMOLITION PLAN WITH APPROVED LANDSCAPE DRAWINGS. COORDINATE THE REMOVAL OF ALL OTHER PLANTINGS WITH APPROVED LANDSCAPE DRAWINGS. 9.SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10.THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES THAT ARE NOT TO BE REMOVED ADJACENT TO THE CONSTRUCTION AREA INCLUDING BUT NOT LIMITED TO SIDEWALKS, PRIVATE FENCES, ABOVE GROUND OR UNDERGROUND UTILITIES, STRUCTURES, AND UNDERGROUND FOUNDATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE THAT SHOULD OCCUR TO ANY ON-SITE, PUBLIC OR PRIVATE FACILITY OR FEATURE AS A RESULT OF THE CONSTRUCTION PROCESS FOR THIS PROJECT. 11.LIMIT OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEER INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 12.CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ITEMS IMPACTING ADJACENT PROPERTIES WITH THE PROPERTY OWNERS PRIOR EXISTING SANITARY SEWER EXISTING WATER EXISTING FENCE X EXISTING WATER METER PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 SAN WTR GAS EXISTING OVER-HEAD ELECTRIC E t W TV GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the 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 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: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARK: 92-1, EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE NORTHWEST HEADWALL. ELEVATION: 4943.13 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.18' BENCHMARK: SALGADO, NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT AND 8 FEET EAST OF THE ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND DONELLA CT. ELEVATION: 4929.64 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19' 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. 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: ALTBIER STREET, TRAPPIST STREET, PILSNER STREET, PALE ALE STREET, SOUR STREET, PINT STREET, SHANDY STREET Approved Variances are listed as follows: SIGHT DISTANCE TRIANGLES LEVEL OF SERVICE AT TIMBERLINE / VINE INTERSECTION 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 NOTE 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 Final Drainage and Erosion Control Reports for Timbervine dated October 15, 2014 by Galloway and Company, 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. ELCO STANDARD NOTES: The following information is condensed from the current "Standard Construction Specification for Water Mains" as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any question the full document shall take precedence. 1. It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In event of damage to any existing utility Contractor shall immediately notify owner of the utility involved and, unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. Cost of repairs shall be the responsibility of the Contractor. 2. Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 3. All water main installation within the ELCO Water District shall be subject to current OSHA and COSHA safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 4. No construction shall begin without prior design approval from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. District shall inspect the construction as necessary and shall observe all line testing. Construction or testing shall conform to District Specifications at all times. In event that State or City road excavation permit(s) are required Contractor shall notify District of proposed construction schedule well in advance to allow time for District to obtain the required permit(s). Contractor is responsible for obtaining all County road permits which may be required. No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on As-Built drawings as detailed in Item 14 of these Notes. 5. Materials: Plastic Pipe - All water piping shall be Polyvinyl Chloride (PVC). All PVC piping through 12-inch shall be manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution", Class 150 (SDR 18). All PVC piping 14-inch through 36-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200 (SDR 18). Approved manufacturers are JM Eagle, Certainteed, Gifford Hills or Carlon. Size of the pipe as shown on the approved plans. All non-metal water piping shall be installed with a twelve (12) gauge braided copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each fire hydrant. Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. All materials installed shall be free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. All fittings shall be mechanical joint, cast iron or ductile, manufactured in accordance with AWWA Standard C110. Fittings shall be furnished with a cement-mortar lining of standard thickness class with a 250 psi pressure rating. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. Gate Valve - Gate valves shall conform to AWWA Standard C509-87 with mechanical joint, 2" open left operating nut and resilient seat. Valve shall be Mueller A-2380-20 or approved equal. Butterfly Valve - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat. Valve shall be Mueller or approved equal. Fire Hydrant Assembly - Hydrant shall conform to AWWA Standard C502-85, 1" square open right operating nut, no American Darling units. Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB-67-250X with epoxy coated shoe. Fittings - All fittings shall be swing assemblies with anchor couplings. 6. Bedding: All water main installation shall include bedding. Bedding shall be 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2" uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30" backfill above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 7. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 8. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall be placed in lifts not greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway areas and 90% in all other locations. Compaction testing of bedding and backfill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority. 9. All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings, or Foster adapters, and concrete thrust blocks in accordance with ELCO Specifications. All fittings, valves, fire hydrant shoes and plugs shall be poly wrapped prior to backfill. 10. In event that asphalt pavement is involved that has been in place less than two years (according to City or County Engineer's record) and is cut, the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 11. A minimum cover of 4-1/2 feet shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Extra bury depth may be required to maintain minimum cover at drainage culvert crossings and/or fire hydrant runs. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 12. All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception. 13. ELCO shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in these Specifications. The District shall also have the authority to assign an inspector to check any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices. 14. Testing and Acceptance: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by an accredited water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 15. Project As-Built and Record Drawing Requirements: As-built drawings are prepared by the contractor. They confirm, in red ink, on-site changes to the original construction documents. The As Built drawings shall be forwarded to engineer for conversion to Record Drawings. Record drawings are prepared by the engineer and reflect on-site changes the contractor noted in the as-built drawings. The Record Drawings shall be approved by ELCO prior to Preliminary Acceptance of the project. Record Drawings to be AutoCAD or approved ArcView shape files. These documents shall accurately reflect any change made in the field which varies from the approved construction plan and including, at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. Include with the Record Drawings a complete copy of the recorded Filing Plat and a written confirmation of total costs of all water system improvements involved. The Contractor shall warrant the materials, installation workmanship and surface restoration for a period of two years from date of Preliminary Acceptance. During this warranty period the Contractor shall repair any defects in the work and maintain the work area. At the close of the two year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of ELCO. F. BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES: The following information is condensed from the current “Standard Construction Specification for Sewer Mains” as adopted by the Boxelder Sanitation District (District) and is to be considered as such. In the event of any question the full document shall take precedence. 1. Existing Utility Locates: It shall be the responsibility of the Contractor to coordinate field locates of all existing utilities prior to commencement of any construction. Contractor shall also notify all affected utility companies prior to commencing construction. In the event of damage to any existing utility, the contractor shall immediately notify the owner of the utility involved and unless authorized in writing by the owner of the subject utility, shall not attempt to make repairs. The cost of repairs shall be the responsibility of the Contractor. 2. District Owned Easement Pictures: Contractor to provide sequential digital pictures spaced at no more than 300 feet detailing conditions of the off-site Boxelder Owned Easement Conditions and any structures that could be affected, to the District and the property owner prior to the start of any off-site work. These pictures shall include all existing fence, ditches, ditch structures, out buildings, water troughs, trees and all other landscaping. Pictures are to be placed at no more than four (4) pictures on a 11x8 sheet of photo paper inserted into transparent sleeves and delivered with the drawings of record in a three (3) ring binder. 3. Protection of Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: All sewer main installation within the District shall be subject to current (Occupational Safety and Heath Association (OSHA) and the Colorado Safety Association, (CSA) safety requirements. Contractor shall also comply with any and all requirements and regulations as set forth by City, County, State and Federal agencies having applicable authority. 5. Start of Construction: No construction shall begin without prior design review of the District. The District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 6. Road Excavation Permits: In event that State, County or City road excavation permit(s) are required, the Contractor is responsible for obtaining all road permits which may be required. 7. Other Permits: The Contractor shall be responsible for obtaining all permits required for construction. 8. Revisions: No verbal authorization for field revision shall be given. All requests for field revision shall be made in writing accompanied by proposed change indicated on copy of the approved design drawings. Any field revision approved and installed shall also be accurately documented on the Drawings of Record. 9. Materials: Plastic Pipe -All gravity sanitary sewer piping shall be Polyvinyl Chloride (PVC) unless otherwise noted on the approved drawings. Pipe 15” and smaller shall conform to ASTM D3034, Type PSM, and SDR 35. Pipe 18” and larger shall conform to ASTM F679. All fittings shall be (PVC) unless otherwise noted. 10. Pipe Cover: A minimum cover of 3-1/2 feet of cover shall be maintained throughout the sewer line and service line installation. 11. Bedding: All sewer main installation shall include bedding. Bedding shall be ¾” washed rock uniformly graded and compacted. Refer to force main desgin for force main bedding requirements. Trench shall be excavated to a depth below established grade equal to ¼ of pipe diameter (min. 4”). Bell depressions shall be provided for all joints. In event that unstable trench conditions are encountered at pipeline grade 1-1/2” uniformly graded washed rock shall be used for stabilization. Bedding material shall be placed and compacted under and around sides of the pipe. Place bedding in such a manner as to provide solid, uniform bearing surface for full length of barrel. Minimum 30” initial lift above pipe before other than hand compaction equipment is to be used. Note maximum trench width detail. 12. Backfill: Backfilling of trench shall be performed as soon as practical, subsequent to inspection and approval. Backfilling of acceptable material shall not be placed in lifts of greater than one (1) foot. Backfill shall be compacted to 95% of optimum density in roadway and residential areas and 90% in all off-site easement areas unless otherwise noted. Compaction testing of bedding and back fill shall be at least five tests per 1,000 feet and at varying depths and locations in accordance with the requirements of the applicable authority or as required in project specific specifications. 13. Concrete: All concrete construction shall be completed utilizing 3,000 psi at twenty-eight (28) days or equal concrete. 14. Pavement or Other Repairs: In event that asphalt or concrete pavement, sidewalks, storm sewers, waterline or any other public or privately owned property is damaged or requires reconstruction due to the work, repairs or replacement will be made in accordance with the requirements of the appropriate governing authority. Private property will be returned to its original condition or as close to original condition as reasonably possible, unless otherwise noted on the drawings. 15. Service Taps on Existing Lines: All taps made on existing lines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 16. Inspection: Construction shall conform to District Standards and Specifications or project specific specifications at all times. The District shall inspect the construction as necessary and shall observe all line testing. The District shall have the authority to ascertain that all construction of facilities is equal to or better than minimum construction requirements as set forth in 17. Testing: All lines shall be pressure tested and flushed by the Contractor in accordance with District Standards and Specifications and under the District's supervision. Upon passing, copies of all passing test results including soils compaction in the area of sewer main construction shall be provided to the District. 18. Acceptance: Upon completion of all utility construction (sewer and other) and fulfillment of all District requirements, preliminary acceptance of new sewer system improvements will occur in accordance with District's acceptance procedure. 19. Warranty: The Contractor shall warrant the materials, installation, workmanship and surface restoration for a period of two years from date of preliminary acceptance. During this warranty period the Developer shall promptly repair any defects in the work and maintain the work area. At the close of the two-year warranty period the District will make a field inspection. Upon satisfactory correction of any deficiencies noted the District would make final acceptance of the lines and work. The lines and the appurtenances shall then become the sole property and responsibility of Boxelder Sanitation District. 20. Drawings of Record and Total Costs: Within 90 days of preliminary acceptance of the new facilities, the District shall be provided with acceptable Drawings of Record of the complete system consisting of two sets of fill size reproduced prints, two sets of ½-size reproduced prints, one set of 6 mil double matted reproducible mylars and one complete digital file equivalent (software and version to be confirmed at time of delivery). Written confirmation of the total cost of all sewer system improvements shall also be submitted with the Drawings of Record. City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner 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 CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. \A1;9' BIKE LANE \A1;6' \A1;5' BIKE LANE PILSNER STREET PALE ALE STREET SOUR STREET SHANDY STREET PINT STREET \A1;20' PRIVATE DRIVE ALTBIER STREET TRAPPIST STREET CV01 COVER SHEET J. Prelog N.Whitcomb N/A 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 N.T.S. VICINITY MAP JULY, 2015 UTILITY PLANS FOR: TIMBERVINE SECOND FILING COVER SHEET GENERAL AND CONSTRUCTION NOTES CV01 CV02 PROJECT BENCHMARKS: TYPICAL ROAD SECTIONS BASIS OF ELEVATION: PROJECT DATUM: NGVD29 UNADJUSTED (OLD CITY OF FORT COLLINS DATUM) BENCHMARKS: 92-1, EAST VINE DRIVE AT THE PLEASANT VALLEY AND LAKE CANAL INTERSECTION. ON A BRIDGE ON THE TOP OF THE NORTHWEST HEADWALL. ELEVATION: 4943.13 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD88 = NGVD29 UNADJUSTED + 3.18' BENCHMARK: SALGADO, NGS MONUMENT SET IN CONCRETE ON THE NORTH SIDE OF DONELLA CT. 13 FEET NORTH OF DONELLA CT AND 8 FEET EAST OF THE ENTRANCE TO FIRE STATION NO. 6. APPROX. 135 FEET WEST OF SUMMITVIEW DR. AND DONELLA CT. ELEVATION: 4929.64 NOTE: IF NAVD88 DATUM IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NAVD88 = NGVD29 UNADJUSTED + 3.19' BASIS OF BEARINGS: BASIS OF BEARINGS: COMMENCING AT THE NORTH QUARTER (N1/4) CORNER OF SAID SECTION 8 AND ASSUMING THE EAST LINE OF SAID NW1/4 AS BEARING SOUTH 00°24'41" WEST, BEING A GRID BEARING OF THE COLORADO STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/92, A DISTANCE OF 2646.00 FEET WITH ALL OTHER BEARINGS CONTAINED HEREIN RELATIVE THERETO. Timbervine Holdings LLC. Landon Hoover 1218 West Ash, Suite A Windsor, CO 80550 (303) 486-8553 SURVEY ENGINEER DEVELOPER/APPLICANT GEOTECHNICAL ENGINEER CTL Thompson Inc. 351 Linden Street, Unit 140 Fort Collins, Colorado 80524 (303) 206-9455 TRAFFIC & TRANSPORTATION ENGINEERING WILLIAM H. SMITH & ASSOCIATES, P.C. Laine Landau, PLS Office (970) 449-4496 Fax (970) 449-4498 508 W. 66TH Street, Unit #4 Loveland, CO 80538 PROJECT TEAM: 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: 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. CERTIFICATION STATEMENT: SHEET INDEX EX01 EXISTING CONDITIONS AND DEMOLITION PLAN G1-G3 OVERLOT GRADING PLANS TRAFFIC ENGINEER Matt Delich, PE Delich Associates 2272 Glen Haven Drive Loveland, Colorado 80538 (970) 669-2061 Russell + Mills Studios Craig Russell, RLA, ASLA 141 S. College Avenue, Suite 104 Fort Collins, CO 80524 (970) 484-8855 PLANNER/ LANDSCAPE ARCHITECT russell mills studios + SITE E. VINE DRIVE S. TIMBERLINE RD. N. LEMAY AVE. E. MULBERRY ST. UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Galloway and Company 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. PHONE NUMBER GAS----------------- Xcel Energy----------------------------- Stephanie Rich (970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power -- Doug Martine (970) 224-6152 CABLE------------- Xfinity-------------------------------------- Don Kapperman (970) 567-0425 TELECOM.--------Centurylink------------------------------- William Johnson (970) 377-6401 WATER------------ ELCO-------------------------------------- Mike Scheid (970) 493-2044 WASTEWATER--Boxelder Sanitation District ---------- Karen Reynolds (970) 498-0604 STORMWATER- City of Fort Collins Utilities ----------- Glen Schlueter (970) 221-6700 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner U1-U4 UTILITY PLANS SS01-SS11 SANITARY PLAN AND PROFILES SD01-SD03 STORM DRAIN PLAN AND PROFILES RD01-RD13 ROAD PLAN AND PROFILES PH01 PHASING PLAN BEING A REPLAT OF TIMBERVINE, LOCATED IN THE NE 1/4 OF SECTION 7, AND THE NW 1/4 OF SECTION 8, T7N, R 68 W OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO DR01 DRAINAGE PLAN LAKE CANAL RESERVOIR COMPANY APPROVAL SECRETARY OF THE BOARD OF DIRECTORS: ALDEN V. HILL DATE G4 OFF-SITE GRADING PLAN CHANGED CHECKED BY: DATE: BY: APPROVED REV REVISION DESCRIPTION BY: TIMBERVINE SECOND FILING REVIEWED BY: R. Van Uffelen DESIGNED BY: DRAWN BY: SCALE: DATE: JULY 24, 2015 PROJECT #: SPHLV0001.01 Sheet Of 66 Sheets REV TIMBERVINE HOLDINGS, LLC. 1218 WEST ASH STREET, SUITE A WINDSOR, CO 80550 3760 E. 15th Street, Suite 202 Loveland, CO 80538 303.770.8884 303.770.3636 O F www.gallowayUS.com Planning. Architecture. Engineering. C 2014. Galloway & Company, Inc. All Rights Reserved NOT FOR CONSTRUCTION REVIEW SET 07/24/15 Galloway & Company Rob Van Uffelen 3760 E. 15 Street, Suite 202 Loveland, Colorado 80538 (303) 770-8884 SITE ENGINEER Planning. Architecture. Engineering. GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS. RD14 SIGNAGE AND STRIPING PLAN G5-G7 FHA GRADING PLANS RD15-RD18 INTERSECTION DETAILS DT01-DT12 DETAILS EC01 EROSION CONTROL PLAN APPROVAL LARIMER COUNTY ENGINEERING PH02 PHASING PLAN (OVERLOT PHASE 1) PH03 PHASING PLAN (OVERLOT PHASE 2) EC02 EROSION CONTROL PLAN (OVERLOT PHASE 1 & 4) EC03 EROSION CONTROL PLAN (OVERLOT PHASE 1, 2 & 4) GENERAL MANAGER REVIEWED BY: DATE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT REVIEW DOES NOT CONSTITUTE "APPROVAL" OF PLANS. PLAN ENGINEER IS RESPONSIBLE FOR ACCURACY AND COMPLETENESS.