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Home My WebLink AboutCOUNTRY CLUB RESERVE - FDP180030 - SUBMITTAL DOCUMENTS - ROUND 4 - UTILITY PLANSLOCAL RESIDENTIAL (53' ROW) 2-LANE ARTERIAL STREET (78' ROW) BETHPAGE DR. EAST DOUGLAS ROAD WINGED FOOT DR. KIAWAH DR. CARNOUSTIE DR. ROYAL TROON AVE. 2-LANE ARTERIAL STREET (72' ROW) TURNBERRY ROAD Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS1 COVER SHEET 1 CONTACT INFORMATION PROJECT TEAM: GAS----------------- Xcel Energy---------------------------------------------------------(970) 225-7828 ELECTRIC-------- City of Fort Collins Light & Power-----------------------------(970) 224-6152 CABLE------------- Comcast-------------------------------------------------------------(970) 567-0245 TELECOM.--------CenturyLink---------------------------------------------------------(970) 490-7501 WATER------------ East Larimer County Water District---------------------------(970) 221-6700 WASTEWATER--Boxelder Sanitation District-------------------------------------(970) 498-0604 STORMWATER- City of Fort Collins Utilities--------------------------------------(970) 221-6700 FIBER OPTICS-- Colorado State University---------------------------------------(970) 491-0187 UTILITY CONTACT LIST: * UTILITY COMPANY JUNE 2020 SHEET INDEX FINAL UTILITY PLANS FOR A TRACT OF LAND BEING THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO COUNTRY CLUB RESERVE PHONE NUMBER Blaine Mathisen, EI Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Bob Tesley, PLS Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS2 CONSTRUCTION NOTES GENERAL AND 2 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 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 Local Entity. 2. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3. These public improvement construction plans shall be valid for a period of three years from the date of approval by the Local Entity Engineer. Use of these plans after the expiration date will require a new review and approval process by the Local Entity prior to commencement of any work shown in these plans. 4. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Local Entity, as beneficiary of said engineer’s work, for any errors and omissions contained in these plans, and approval of these plans by the Local Entity Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Local Entity, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5. All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utility installations, shall conform to the Local Entity standards and specifications current at the date of approval of the plans by the Local Entity Engineer. 6. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7. The Engineer 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 Local Entity prior to beginning construction. 10. The Developer shall coordinate and cooperate with the Local Entity, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com CS3 CONSTRUCTION NOTES GENERAL AND 3 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT CONSTRUCTION NOTES 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"). 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V V..P. P. A.R.V. GAS GAS X X V.P. V.P. X X X X X X X G G G G G G G G G G G G G G G G G G G G G G G 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W B M V.P. W W W W W W W W W W W W W X X X X G G G G G G G G G G G G G E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WV WWVV WV WV WV X X X X X X X X X X B M V.P. V.V.P. P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G / / / / / / / / / / / / / / / / X X X X X V.P. X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD UD UD UD IR IR A.R.V. GAS GAS X X X X X X / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / W X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X F V.V.P. P. A .R.V. GAS X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X X X X X X X X X X X X F E S M X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X UD UD UD UD UD UD WINGED FOOT DR. CARNOUSTIE DR. E. DOUGLAS ROAD ROYAL TROON AVE. RAIN GARDEN 3 POND 2 (WETLANDS) PERMANENT WATER SURFACE ELEVATION = 5079 (79.80) (79.19) (78.73) (78.84) (78.74) (78.64) (78.34) (79.14) (78.20) 88.67 86.05 86.57 85.78 84.99 85.05 84.17 83.60 83.10 83.41 84.20 82.62 82.59 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / V.P. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X X V.P. VAULT CABLE GAS X X V.P. V.P. X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X UD UD UD UD UD UD UD UD UD CARNOUSTIE DR. BALTUSROL DR. ROYAL TROON AVE. RAIN GARDEN 2 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 12 LOT 11 LOT 6 87.55 92.40 75.92 82.14 81.72 80.77 80.35 79.70 79.39 79.11 78.83 78.56 78.28 78.00 77.68 80.71 81.06 78.22 75.59 77.93 75.33 75.08 77.62 77.22 76.81 74.60 74.12 76.51 76.21 73.63 73.15 75.87 73.75 75.49 75.49 72.44 71.34 75.22 75.64 75.01 75.29 75.51 75.72 75.84 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X V .P. X X X X ST / / / / / / / / / / / / / / / / / / / / / / / / M GAS X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / V.P. V.P. A .R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G / / / / / / / / X X X X X V .P. X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EC2 EROSION CONTROL DETAILS 15 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 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 8" W 8" W 8" W UD UD UD UD UD UD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" 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 SD SD SD SD SD SD SD SD SD SD SD SD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V.V.P. P. V.P. A.R.V. GAS X X X X X X X X X G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X W W W W W W W W W W W W W E E E E E E E E E E E E E E X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X W W W W 8" W 8" W UD UD UD UD UD UD 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W B M V.P. / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X X V.P. VAULT CABLE BOX CABLE H2O W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W GAS X X V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E W W W W W W W W W W W W W W W W W W W W W W W W W W G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X UD UD UD UD UD UD UD UD UD 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 W W W W W W W W W W W W W X X X X X X X X G G G G G G G G G G G G G E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X V.P. X X ST / / / / / / / / M GAS X 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W 24" W W W W W W W W W W W W W W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) (DIP) (DIP) (DIP) M H / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G G G G W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X W B F P VAULT CABLE X X T T T T V.P. GAS V.P. B F P OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE X X X X X X X X X X V.P. X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G G W W W X X X X X / / / / / / / / / / / / / / / / / / / / / / / / G AS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T T T T GAS V.P. B F P X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W B M / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / V.P. VAULT CABLE BOX CABLE H2O X V.GAS GAS P. 10" W 10" W 10" W 10" W W W W W OHE OHE OHE OHE OHE OHE OHE ST W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) UD UD UD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 12" W 12" W 12" W 12" W SD SD SD W W W W W W S S S S S 16" W 16" W 16" W 16" W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD UD 15" SS 15" SS 15" SS 15" SS 15" SS SD 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" W W S S S W 16" W 16" W 16" W 16" W 16" W W W W W W W W W W W W 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" SS 8" SS SD SD SD 8" SS 8" SS 8" SS 8" SS 8" SS SD SD 8" W 8" W 8" W 8" W W W W S S 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD S S S S S S S S S S S S S W W W W W W W W W W W W W S W W S S W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W E E E E LOT 4 LOT 3 LOT 5 UD UD UD 8" W 8" W 8" W 8" W 8" W 8" W 8" W SD SD SD SD SD 8" SS 8" SS 8" SS SD SD SD SD SD SD SD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD 8" W 8" W 8" W 8" W W S S S S W S S S W W W W W W W W W W W W W S S S S 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 SD SD SD SD SD SD 8" SS 8" SS SD SD SD 8" SS 8" SS 8" SS 8" W 8" W 8" W S W W W W W W S S S S S S S S S S S S S S S S S S S S W W W W W W W 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 SD SD SD SD SD SD SD SD SD SD W W W S S S S S S W W W W W W W S S S S S S SSS S S S W W W W W 8" SS 8" SS SD SD SD 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD 5065 5070 5075 5080 5085 5090 5095 5100 5065 5070 5075 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 400.04 LF 8" PVC @ 0.50% 401.03 LF 8" PVC @ 0.50% SSMH A5-1.5-1 STA 14+00.04 RIM 5083.9± INV. IN 5073.27 (E) INV. OUT 5073.07 (W) SSMH A5-1.5-2 STA 18+01.07 RIM 5086.3± INV. OUT 5075.27 (W) SSMH A5-1.5 STA 18+35.00 RIM 5083.7± INV. IN 5071.07 (W) INV. IN 5071.07 (E) INV. OUT 5070.87 (S) SUBDRAIN SUBDRAIN 8" PVC STA.=10+10.00 INV.=5078.30 PROPOSED GROUND EXISTING GROUND 8" W 8" W 8" W 8" W 8" W 8" W 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD W S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S 12" W 12" W 12" W 12" W 12" W 12" W S S S S S W W W W W W W W W W W W S S S S S S A.V. 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD SD SD SD 8" W 8" W 8" W 8" SS 8" SS SD SD SD KIAWAH DR. E. DOUGLAS ROAD WINGED FOOT DR. SSMH B4 STA 16+90.96 N: 149855.42 E: 204776.79 72.53 LF 8" PVC @ 0.50% SSMH B4-1 STA 10+72.53 N: 149926.03 E: 204793.36 LOT 22 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 653.76 LF 6" HDPE @ 0.40% PROPOSED GROUND EXISTING GROUND OUTFALL A2 (SD) STA 10+00.00 INV. 5056.89 (N) INV. 5056.89 (S) SD CO A1 STA 16+53.76 RIM 5066.3± INV. IN 5059.53 (W) INV. OUT 5059.53 (N) X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W 14"W 1976 (AC) 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD 5055 5060 5065 5070 5075 5080 5085 5090 5055 5060 5065 5070 5075 5080 5085 5090 27+50 27+00 26+00 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 399.06 LF 6" PERFORATED HDPE @ 0.30% SD CO A2 STA 20+52.82 RIM 5071.1± INV. IN 5060.70 (NW) INV. OUT 5060.70 (E) EXISTING GROUND PROPOSED GROUND SUBDRAIN A BECOMES TYPICAL AFTER SD CO A5. SEE DETAIL FOR MORE INFORMATION SD CO A5 STA 27+22.25 RIM 5075.1± INV. IN 5062.68 (SW) INV. IN 5062.68 (N) INV. OUT 5062.68 (E) 397.29 LF 6" HDPE @ 0.30% SD CO A4 STA 23+24.97 RIM 5072.1± INV. IN 5061.51 (W) INV. OUT 5061.51 (E) 53.75 LF 6" HDPE @ 0.30% SD CO A3 STA 22+71.22 RIM 5073.4± INV. IN 5061.35 (W) INV. OUT 5061.35 (SE) 218.39 LF 6" HDPE @ 0.30% W W W W W W W W W E E E E UD UD UD UD 8" W SD SD SD SD SD SD SD SD SD SD SD 8" SS SD 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 SD SD SD SD SD SD SD SD SD SD SD 6''x6'' TEE C1 STA 10+00.00 N: 149676.03 E: 203838.62 160.51 LF 6" PERFORATED HDPE @ 0.50% SD CO C2 STA 11+60.51 N: 149836.53 E: 203840.20 260.01 LF 6" PERFORATED HDPE @ 0.50% SD CO C3 STA 14+20.52 N: 149833.60 E: 204100.19 LOT 4 LOT 5 LOT 6 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 7 LOT 8 BLOCK 1 WINGED FOOT DR. TRACT A DRAINAGE EASEMENT BLOCK 1 SANITARY LINE A5-1.5 V.P. X W W W W W W W W 14"W 1976 (AC) 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W FES A1 STA 10+00.00 N: 149394.12 E: 205482.81 169.20 LF 24" RCP @ 1.70% OUTFALL A2 STA 11+69.20 N: 149404.22 E: 205313.91 TURNBERRY ROAD NO. 8 DITCH NO. 8 DITCH DEPTH GAUGE SUBDRAIN B SEE SHEET SD2 TURNBERRY ROAD 72' R.O.W 15' UTILITY EASEMENT SANITARY OFFSITE SEWER SEE SHEET OS3 SUBDRAIN A SEE SHEET SD1 EXISTING 14" ELCO AC WATERLINE 16" ELCO WATERLINE (SEE PLANS BY OTHERS) STORM LINE B SEE SHEET ST2 LOT 3 LOT 2 LOT 1 BLOCK 3 TRACT C ACCESS & DRAINAGE EASEMENT 2' CONCRETE PAN POND 1 5045 5050 5055 V.P. X W W W W W W W W 14"W 1976 (AC) HEADWALL B1 STA 12+08.09 N: 149697.27 E: 205337.34 FES B2 STA 10+00.00 N: 149489.20 E: 205334.99 208.09 LF 24" RCP @ 0.50% KIAWAH DR. 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD SD TURNBERRY ROAD LOT 10 LOT 1 BLOCK 3 BLOCK 2 SUBDRAIN B SEE SHEET SD2 SANITARY SEWER OFFSITE SEE SHEET OS4 16" ELCO WATERLINE (SEE PLANS BY OTHERS) SANITARY SEWER B SEE SHEET SS5 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 72' R.O.W 50' -EOP EXISTING 14" ELCO AC WATERLINE LOT 8 LOT 9 LOT 2 LOT 3 RIPRAP 2' CONCRETE W W W W W E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X W W INLET D1 STA 21+49.70 N: 150037.66 E: 203897.99 INLET D2 STA 17+24.70 N: 150032.86 E: 204322.96 INLET D6 STA 12+04.26 N: 149986.37 E: 204809.19 INLET D5 STA 12+34.93 N: 149986.71 E: 204778.52 INLET D3 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X / / / / / / / / / / / / / / / / / / / / / / / / AW WINGED FOOT DR. SEE SHEET R2 E. DOUGLAS RD SEE SHEET R9 BALTUSROL DR. / BALTUSROL CT. SEE SHEET R6 BETHPAGE DR. 4.5' SIDEWALK 4.5' SIDEWALK P P P 53' R.O.W 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT E. DOUGLAS RD SEE SHEET R9 LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 LOT 1 LOT 4 LOT 3 LOT 1 LOT 2 LOT 1 LOT 2 TRACT A DRAINAGE EASEMENT BLOCK 9 BLOCK 8 BLOCK 1 BALTUSROL DR. / BALTUSROL CT. SEE SHEET R6 SWALE 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 PROPOSED GRADE EXISTING GROUND PVI STA = 10+00.00 PVI ELEV = 5088.97 PVI STA = 10+13.83 PVI ELEV = 5088.67 PVI STA = 14+18.65 PVI ELEV = 5082.11 PVI STA = 14+13.65 PVI ELEV = 5082.00 PVI STA = 14+08.65 PVI ELEV = 5082.11 50.0' VC PVI STA = 13+83.65 PVI ELEV = 5082.61 BVCS: 13+58.65 BVCE: 5082.86 EVCS: 14+08.65 EVCE: 5082.11 A.D. = 1.00 K = 50.00 50.0' VC PVI STA = 14+43.65 PVI ELEV = 5082.61 BVCS: 14+18.65 BVCE: 5082.11 EVCS: 14+68.65 EVCE: 5082.76 A.D. = 1.40 K = 35.71 75.0' VC PVI STA = 12+49.16 PVI ELEV = 5083.96 BCVS: 12+11.66 BVCE: 5084.71 ECVS: 12+86.66 EVCE: 5083.58 A.D. = 1.00 K = 75.00 PROPOSED GRADE EXISTING GROUND 5088.97 5088.44 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 PROPOSED GRADE EXISTING GROUND 3.00% 3.34% -3.34% -2.50% 0.60% PVI STA = 25+86.81 PVI ELEV = 5079.90 PVI STA = 25+91.81 PVI ELEV = 5079.73 PVI STA = 25+96.81 PVI ELEV = 5079.90 PVI STA = 26+26.81 PVI ELEV = 5080.80 100.0' VC HP ELEV = 5087.38 HP STA = 22+47.37 PVI STA = 22+78.02 PVI ELEV = 5087.62 BVCS: 22+28.02 BVCE: 5087.32 EVCS: 23+28.02 EVCE: 5086.37 A.D. = 3.10 K = 32.26 PROPOSED GRADE EXISTING GROUND 5085.80 5085.95 5086.10 5086.25 5086.40 5086.55 5086.70 5086.85 5087.00 5087.15 5087.30 5087.38 5087.26 5086.95 5086.44 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -2.20% 1.91% -2.50% -0.60% -2.00% PVI STA = 10+00.00 PVI ELEV = 5083.97 PVI STA = 10+13.83 PVI ELEV = 5083.66 PVI STA = 16+83.60 PVI ELEV = 5071.84 PVI STA = 16+54.60 PVI ELEV = 5071.21 PVI STA = 16+49.60 PVI ELEV = 5071.38 50.0' VC PVI STA = 15+99.60 PVI ELEV = 5072.38 BVCS: 15+74.60 BVCE: 5072.53 EVCS: 16+24.60 EVCE: 5071.88 A.D. = 1.40 K = 35.71 75.0' VC PVI STA = 14+22.87 PVI ELEV = 5073.44 BCVS: 13+85.37 BVCE: 5074.38 ECVS: 14+60.37 EVCE: 5073.21 A.D. = 1.90 K = 39.47 PROPOSED GRADE EXISTING GROUND 5083.97 5083.38 5082.76 5082.13 5081.51 5080.88 5080.26 5079.63 5079.01 5078.38 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 -2.20% 2.20% -2.50% -2.00% -0.60% 2.00% 0.60% PVI STA = 10+00.00 PVI ELEV = 5083.73 PVI STA = 10+13.83 PVI ELEV = 5083.42 PVI STA = 18+35.68 PVI ELEV = 5076.71 PVI STA = 18+18.85 PVI ELEV = 5076.29 PVI STA = 10+16.83 PVI ELEV = 5083.31 PVI STA = 10+19.83 PVI ELEV = 5083.42 PVI STA = 18+15.85 PVI ELEV = 5076.40 50.0' VC PVI STA = 10+69.83 PVI ELEV = 5084.42 BVCS: 10+44.83 BVCE: 5083.92 EVCS: 10+94.83 EVCE: 5084.57 A.D. = 1.40 K = 35.71 95.0' VC HP ELEV = 5084.78 HP STA = 11+37.55 PVI STA = 11+66.66 PVI ELEV = 5085.01 BVCS: 11+19.16 BVCE: 5084.72 EVCS: 12+14.16 EVCE: 5083.82 A.D. = 3.10 K = 30.65 50.0' VC PVI STA = 17+65.85 PVI ELEV = 5077.40 BVCS: 17+40.85 BVCE: 5077.55 EVCS: 17+90.85 BETHPAGE DR. SEE SHEET R1 4.5' SIDEWALK BALTUSROL DR. 4.5' SIDEWALK BALTUSROL CT. 30' - 53' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT 33.5' - 33.5' - R16.5' R16.5' R50' R61.5' R50' R61.5' R50' R3' 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' 19' 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT (TYP.) LOT 44 LOT 33 LOT 13 LOT 32 LOT 31 LOT 21 LOT 30 LOT 29 LOT 6 LOT 4 LOT 3 LOT 5 LOT 6 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 LOT 17 LOT 14 LOT 16 LOT 15 TRACT C ACCESS & DRAINAGE EASEMENT BLOCK 6 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 18+50 19+00 20+00 21+00 22+00 23+00 23+50 5086.65 5083.65 5080.76 5078.68 5076.80 5087.40 5085.90 5085.15 5084.40 5082.90 5082.15 5081.42 5080.19 5079.68 5079.18 5078.18 5077.68 5077.20 5076.50 -0.90% -3.00% -2.00% 75.0' VC PVI STA = 20+97.24 PVI ELEV = 5080.74 BCVS: 20+59.74 BVCE: 5081.86 ECVS: 21+34.74 EVCE: 5079.99 A.D. = 1.00 K = 75.00 75.0' VC PVI STA = 22+96.77 PVI ELEV = 5076.74 BCVS: 22+59.27 BVCE: 5077.49 ECVS: 23+34.27 EVCE: 5076.41 A.D. = 1.10 K = 68.18 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING WINGED FOOT DR. SEE SHEET R3 CARNOUSTIE DR. SEE SHEET R5 ROYAL TROON AVE. P P WINGED FOOT DR. SEE SHEET R3 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 7 LOT 6 LOT 5 LOT 8 LOT 10 LOT 9 LOT 11 LOT 13 LOT 13 LOT 14 LOT 22 LOT 21 LOT 12 LOT 23 LOT 20 LOT 5 LOT 4 LOT 2 LOT 3 TRACT E ACCESS & DRAINAGE EASEMENT BLOCK 6 BLOCK 5 BLOCK 9 LOT 3 LOT 4 LOT 2 LOT 1 LOT 12 LOT 11 BLOCK 10 6' PAN R20' R20' R20' R20' 6' UTILITY EASEMENT (TYP.) 5' DRAINAGE AND GRADING EASEMENT (TYP.) 10' MID-BLOCK PAN 31" DRIVE-OVER CURB AND GUTTER 5065 5070 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.55% -2.30% -2.10% -2.40% PVI STA = 20+00.00 PVI ELEV = 5102.26 PVI STA = 21+85.48 PVI ELEV = 5097.99 PVI STA = 23+45.09 PVI ELEV = 5094.64 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.10% -2.40% -2.30% -25.00% (TEMPORARY TIE IN) PVI STA = 19+98.13 PVI ELEV = 5101.90 PVI STA = 23+45.26 PVI ELEV = 5093.81 PVI STA = 21+85.65 PVI ELEV = 5097.16 PROPOSED GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE 5104.17 5103.53 5102.89 5102.26 5101.68 5101.11 5100.53 5099.96 5099.38 5098.81 5098.23 5097.68 5097.16 5096.63 5096.11 5095.58 5095.06 5094.52 5093.92 5101.43 5075 5080 5085 5090 5095 5075 5080 5085 5090 5095 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 -0.50% 0.50% 0.50% -0.50% -0.50% PVI STA = 31+25.00 PVI ELEV = 5082.76 PVI STA = 35+50.00 PVI ELEV = 5081.87 ECVS: 29+89.68 EVCE: 5083.44 150.0' VC HP ELEV = 5082.21 HP STA = 36+54.57 PVI STA = 36+54.57 PVI ELEV = 5082.40 BVCS: 35+79.57 BVCE: 5082.02 EVCS: 37+29.57 EVCE: 5082.02 A.D. = 1.00 K = 150.00 150.0' VC HP ELEV = 5083.19 HP STA = 32+48.57 PVI STA = 32+48.57 PVI ELEV = 5083.38 BVCS: 31+73.57 BVCE: 5083.00 EVCS: 33+23.57 EVCE: 5083.00 A.D. = 1.00 K = 150.00 5075 5080 5085 5090 5095 5075 5080 5085 5090 5095 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 -0.50% 0.50% -0.50% 0.50% -0.50% 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 -0.50% -0.78% -1.20% -0.65% 0.75% -0.80% -0.87% -0.50% PVI STA = 40+00.00 PVI ELEV = 5080.67 PVI STA = 41+57.69 PVI ELEV = 5079.59 PVI STA = 43+57.69 PVI ELEV = 5077.85 PVI STA = 45+92.69 PVI ELEV = 5075.03 150.0' VC LP ELEV = 5073.80 LP STA = 48+06.17 PVI STA = 48+11.32 PVI ELEV = 5073.54 BCVS: 47+36.32 BVCE: 5074.03 ECVS: 48+86.32 EVCE: 5074.10 A.D. = 1.40 K = 107.24 -0.80% -0.50% -1.20% -1.00% PVI STA = 40+61.54 PVI ELEV = 5079.53 PVI STA = 41+57.86 PVI ELEV = 5078.76 PVI STA = 43+58.22 PVI ELEV = 5076.76 PVI STA = 45+93.22 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 5065 5070 5075 5080 5085 5065 5070 5075 5080 5085 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 -0.90% -0.40% -0.60% -0.50% -1.50% -0.83% PVI STA = 15+00.00 PVI ELEV = 5074.62 PVI STA = 16+17.46 PVI ELEV = 5073.61 PVI STA = 19+13.22 PVI ELEV = 5071.84 PVI STA = 21+02.50 PVI ELEV = 5070.89 150.0' VC LP ELEV = 5074.52 LP STA = 14+62.50 PVI STA = 14+25.00 PVI ELEV = 5074.24 BCVS: 13+50 BVCE: 5075.37 ECVS: 15+00 EVCE: 5074.62 A.D. = 2.00 K = 75.00 -0.90% -0.60% -0.50% -0.40% PVI STA = 15+69.00 PVI ELEV = 5073.35 PVI STA = 16+17.46 PVI ELEV = 5072.91 PVI STA = 19+13.22 PVI ELEV = 5071.14 PVI STA = 21+02.50 5060 5065 5070 5075 5080 5060 5065 5070 5075 5080 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 5060 5065 5070 5075 5080 5060 5065 5070 5075 5080 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 150.0' VC PVI STA = 27+44.23 PVI ELEV = 5068.32 BVCS: 26+69.23 BVCE: 5068.62 EVCS: 28+19.23 EVCE: 5068.70 A.D. = 0.90 K = 166.67 -0.40% 0.50% 0.50% -23.66% (TEMPORARY TIE IN) -0.40% PVI STA = 28+19.45 PVI ELEV = 5068.00 PVI STA = 28+27.74 PVI ELEV = 5066.04 PVI STA = 27+44.28 PVI ELEV = 5067.63 FUTURE GRADE EXISTING GRADE 5070.50 5070.40 5070.30 5070.20 5070.10 5070.00 5069.90 5069.80 5069.70 5069.60 5069.50 5069.40 5069.30 5069.20 5069.10 CENTER LINE 19+50 5094 5096 5100 5104 5108 5094 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 20+00 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 20+50 5090 5092 5096 5100 5104 5108 5090 5092 5096 5100 5104 5108 -40 -20 0 20 40 CENTER LINE 21+00 5090 5092 5096 5100 5104 5090 5092 5096 5100 5104 -40 -20 0 20 40 X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 EAST DOUGLAS ROAD 6' SIDEWALK 15' UTILITY EASEMENT STORM LINE D SEE SHEET ST3 STREET LIGHT (TYP.) 48' EOP- 78' R.O.W NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING STORM CULVERT EXISTING / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X V.P. X X ST 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 44+50 45+00 45+50 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 14+50 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+00 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 15+50 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+00 5062 5064 5068 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 22+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 23+50 5058 X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EAST DOUGLAS ROAD 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 600.0' (50:1 REDIRECT TAPER) 154.4' STORAGE PROPOSED 48.0' HALF ROW EXISTING 30.0' HALF ROW EXISTING EDGE OF ASPHALT BETHPAGE DRIVE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X M M X X X X X 10" W 10" W EAST DOUGLAS ROAD TURNBERRY ROAD 12' TRAVEL LANE 12' TRAVEL LANE EXISTING "RIGHT LANE BIKES ONLY" SIGN L 576.6' KIAWAH DRIVE A A L P 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 4 4 1 8 8 6.0' BIKE LANE 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE EXISTING STOP SIGN & STREET NAME SIGN 72.0' RIGHT-OF-WAY 100.0' 3 3 100.0' BETHPAGE DR. BALTUSROL DR. BALTUSROL CT. 96.66 96.66 96.82 98.76 97.82 97.13 96.27 96.38 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 2.5% 2.5% 2.0% 1.0% 1.0% 4.0% 3.0% 100' CROWN TRANSITION 2.3% 3.7% LOT 2 LOT 1 LOT 20 LOT 19 LOT 18 BLOCK 9 BLOCK 6 95.19 95.52 98.13 96.28 97.82 2.9% 3.3% 2.5% 2.8% 2.8% 2.8% 2.8% 2.2% 2.8% 99.18 98.76 97.71 96.66 97.08 R20' R20' 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 3.0% 3.0% 3.0% 3.0% 3.0% WINGED FOOT DR. KIAWAH DR. 82.76 82.18 83.41 84.47 82.84 81.37 82.36 83.66 81.79 0.5% 2.6% 1.7% 2.5% 3.2% 4.1% 74.99' CROWN TRANSITION 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER STOP SIGN 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK LOT 10 LOT 11 LOT 1 LOT 23 LOT 2 BLOCK 3 BLOCK 2 82.47 81.37 81.66 81.99 82.77 R20' R20' 9' UTILITY EASEMENT 4.1% 3.7% 3.3% 2.9% 84.88 84.46 83.55 83.97 82.76 83.18 2.8% 2.8% 2.8% 2.2% 2.8% 2.8% 2.5% ROYAL TROON AVE. CARNOUSTIE DR. 77.00 77.14 77.13 76.29 76.20 76.11 77.03 76.48 76.61 76.38 0.8% 0.6% 1.3% 0.5% 1.6% 0.6% 0.6% 0.6% 0.6% 75' CROWN TRANSITION 53' R.O.W 30' - 4.5' SIDEWALK 4.5' SIDEWALK LOT 10 LOT 13 LOT 14 LOT 15 LOT 19 LOT 21 LOT 20 BLOCK 10 77.55 9' UTILITY EASEMENT 1.0% 76.56 1.0% 2.0% 76.11 76.32 76.51 76.93 76.74 76.53 2.2% 2.8% 3.0% 2.8% 2.8% 2.8% 0.6% 0.6% 0.6% 0.6% 76.90 2.0% 9' UTILITY EASEMENT R20' R20' 75' CROWN TRANSITION ROYAL TROON AVE. BALTUSROL DR. 75.25 75.43 75.35 74.98 75.22 76.00 75.51 75.58 74.82 1.2% 1.1% 75.06 74.94 0.5% 0.5% 1.0% 0.6% 0.6% 0.6% 0.5% 0.6% 1.4% R73' R191.5' R191.5' R35' MID-BLOCK PAN LOT 13 LOT 4 LOT 2 LOT 1 LOT 3 LOT 22 LOT 12 LOT 23 BLOCK 6 BLOCK 9 75.01 74.91 75.41 75.36 75.43 75.85 75' CROWN TRANSITION SIDEWALK CULVERT 0.8% 0.8% 1.0% 0.8% 1.1% 0.5% 0.6% 1.2% 0.9% V.P. V.V.P. P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G / / / / / / / / X X X X X V.P. X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com UNDERDRAIN CLEAN-OUT LOCATION. SEE SERVICE CLEAN-OUT DETAIL FOR RISER & VALVE BOX INFORMATION. CLEAN-OUTS SHALL BE PLACED DOWNSTREAM OF MANHOLES AT MAJOR CHANGE IN DIRECTION. NORTHERN ENG. MODIFICATION NOV. 7, 2018 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: SEE TRENCH WIDTH TABLE BELOW ELCO WATER DISTRICT DETAIL: DRAWN: DATE: BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL D1 DETAILS 67 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL ELCO WATER DISTRICT DETAIL: DRAWN: DATE: ELCO WATER DISTRICT DETAIL: DRAWN: DATE: 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" SEE ELCO STANDARD BEDDING DETAIL BEDDED IN PEA GRAVEL 6" IN ALL DIRECTIONS ELCO WATER DISTRICT DETAIL: DRAWN: DATE: RKB 10/91 WATER MAIN CORPORATION STOP BRASS DOUBLE STRAPPING SADDLE (SUBJECT TO DISTRICT APPROVAL) TYPE 'K' COPPER - PL BED IN PEA GRAVEL 6" ALL DIRECTIONS D2 DETAILS 68 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 6" 3'-9" (F.C.) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 20' 4" White Line 20' 4' 6' Flow Line Curb 2' Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk Detached Attached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, CONST. see DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0" 6'-0" T.C. F.L. Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. 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 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SCREEN SLOT TABLE A B C D E PIPE SIZE ROWS OF SLOTS MAXIMUM SLOT LENGTH MAXIMUM SLOT WIDTH APPROX. SLOT SPACING O.C. MINIMUM OPEN AREA PER FOOT 6" 3 (MIN.) - 6 (MAX.) 1-3/8" 0.032" 0.516" 1.98 SQ. IN. 500 DIMENSIONS FOR SLOTTED HDPE PIPE 502 MONITORING WELL EXTEND MIN. 6" INTO SUBGRADE 8" VARIES (REFER TO STORM DRAIN PLAN) NOTES: 1 - GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS SEE DRAWING NO. 7001-110-065 4 - PERFORATIONS SHOULD NOT BE ON OR WITHIN 1" OF ADAPTERS. 5 - HOLES SHOULD BE STAGGERED EVERY OTHER ROW, AS SHOWN. 6 - MIN. 90° SEPARATION BETWEEN HOLES (MAX. 4 HOLES PER ROW) 2" MIN Ø .375" MAX SIDE VIEW HOLE SIZE & LOCATION NTS ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 1/2" THK GALV. STEEL PLATE ORIFICE 1'-5" 1/2" Ø HOLES FOR 3/8" Ø EXPANSION BOLTS EMBEDDED 2" INTO CONCRETE WALL @ 12" O.C. MIN. INVERT ELEV. Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 601 100-YEAR ORIFICE PLATE 600 INLET SUMMARY POND 3'S ORIFICE PLATE SHOULD BE PLACED .5' BELOW RIM OF AREA INLET SEE DETAIL ABOVE. C C A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW A A SECTION A-A PLAN VIEW (FOR STORM SEWERS I, K, & M) DIRECTION OF FLOW PROPOSED NATIVE MATERIAL SUBBASE FLOWLINE OF NOTCH FINISH GROUND 9.0" 8' 8' 6.0" 9.0" INVERT OF PIPE (SEE STORM SEWER PLAN AND PROFILES) DIRECTION OF FLOW STORM SEWER PIPE 6.0" TYP. SLOPE GRADING TO MATCH INTO FLARED END SECTION AND TOP OF FOREBAY. MAXIMUM 3:1 SLOPE (4:1 TYPICAL) WITHIN IMMEDIATE VICINITY OF FLARED END SECTION. FLARED END SECTION NOTE: 1. SEE STORM SEWER PLAN AND PROFILES FOR STORM SEWER INVERT ELEVATIONS, PIPE SIZES, PIPE SLOPES, AND FLARED END SECTION SIZES. STORM SEWER PIPE FLARED END SECTION (3) 2" HOLES 2.0" HOLE (TYP.) 1.0" SPACING (TYP.) (3) 2" HOLES Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com D7 DETAILS 73 E C B E E C D PLAN STANDARD CONCRETE NOTES 700 TYPICAL FOREBAY MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) TOP OF WALL (B) 701 OVERFLOW WEIR 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN. THICK SIDEWALL (TYP. BOTH SIDES) 3 FT. 5 FT. 3 FT. 6 IN. 6 IN. BACK OF CURB FLOW LINE SEE DETAIL "A" WARPED CURB & 4 FT. OPENING GUTTER (TYP. BOTH SIDES) 6 IN. 17 IN. 3 FT.-3 IN. 14 IN. 11 FT. 6 IN. 2 FT. 4 FT.- 6 IN. 6 IN. SEE CURB FACE ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE 6 IN. 3 FT.-6 IN. 4 FT. WARPED GUTTER DEPRESSED GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE 6 IN. 6 IN. 1% SLOPE FOR DRAINAGE 6 IN. WALL 3 IN. RAD. 6 IN. EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 10 IN. EMBEDMENT 8 8.5 FLUSH WITH CURB FACE NTS 1 1/2 IN. R #4 BAR 18 IN. LONG 2 IN. 2 IN. 4:1 6 IN. MAX/MIN. 8 IN. 2:1 #5 BAR 6 IN. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 IN. 1/4 IN. 1 1/4 IN. DIA. X 24 IN. GALV. 3 1/2 IN. AT TOP. 3 IN. X 3 IN. X 3/8 IN. PLATE 6 IN. 1/4 IN.-1 IN. LEG WARPED GUTTER VARIABLE MAX. HEIGHT-10 FT. 2 FT. -6 IN. MIN. (UNLESS SQUASH PIPE IS USED) STEEL ROD - THREADED 3 FT.-6 IN. 6 IN. 1. SEE D-8B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 4 FT. A A B B A A INLET SUMMARY INLET ID TYPE A2 CDOT TYPE C C1 CURB INLET-4 FT D1 DOUBLE CURB INLET D2 DOUBLE CURB INLET D3 DOUBLE CURB INLET D4 AREA INLET D5 CURB INLET-4 FT D6 CURB INLET-4 FT E1 CURB INLET-4 FT D6 DETAILS 72 POND 1 POND 3* ELEV A. 5059.00 N/A ELEV B. 5060.25 N/A ELEV C. 5061.25 N/A Dwq (FT.) 1.25 N/A Ls (FT.) 4 N/A Ws (FT.) 5 N/A Wo 4 N/A WQ PLATE HOLE DIA. (IN.) 1 1/8 N/A # OF ROWS 6 N/A # OF COLUMNS 1 N/A **AREA INLET W/ ORIFICE UTILIZED FOR POND 3 OUTLET POND INV. ELEV. CIRCULAR ORIFICE DIAMETER (IN) 1 5058.20 3 3/4 3 5076.90 8 3/4 CONSTRUCT ORIFICE PLATE @ ELEVATION 5076.9 FOR OUTFALL D4 MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. TOP 12" TO BE SOLID, WITHOUT PERFORATIONS 12" SOLID TOP NO PERFORATIONS WITHIN 1" OF ADAPTORS OPEN BOTTOM TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 8" MIN. THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE 4" 4" R2" 4" 4" R2" 6" OUTLET PIPE FRONT VIEW SIDE VIEW 501 CONCRETE COLLAR PLAN A A C B B C SECTION A-A SECTION B-B SECTION C-C DETAIL 1 SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B D5 DETAILS 71 DETAILS CONSTRUCTION STORMWATER DETAIL BIORETENTION D-53 1. CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2. PRE-CONSTRUCTION 2.1. CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2. CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3. DURING CONSTRUCTION: 3.1. CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2. LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3. THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4. GEOTEXTILE LINERS: 4.1. WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2. WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3. WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4. WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5. AGGREGATES AND BSM: 5.1. ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2. RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3. DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4. THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ NOTES: 8" MIN 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 2" MIN 30" MIN 1 12" MAX GEOTEXTILE LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH 4 MAX NON-FLOATABLE MULCH (AS PER PLAN) 3" PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER FOREBAY IS REQUIRED TO BE PLACED AT ALL INFLOW LOCATIONS; WITH A MINIMUM 3" DROP FROM GUTTER FLOWLINE TO FOREBAY 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS STANDARD CROSS-SECTION 1 2 WALLED CROSS-SECTION PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH COVER PLATE 8" SIDEWALK CHASE 18" MIN OVERFLOW RISER OPTION (AS PER PLAN) REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN 6. UNDERDRAIN: 6.1. UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2. DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3. UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7. OVERFLOW INLET: 7.1. AN OVERFLOW INLET OR RISER PIPE SHALL BE PROVIDED. 7.2. ALL OVERFLOW RISER PIPE SHALL BE CAPPED WITH A DOME-SHAPED GRATE. 7.3. AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS. 8. CLEANOUTS: 8.1. PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2. CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3. CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9. FOREBAY: 9.1. THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 10. LANDSCAPE MATERIALS 10.1. CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2. IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3. ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4. LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5. TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 2" MIN 8" MIN 4" 8" NATIVE SOIL ZONE FLAT 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 Transition back of walk (typ.) Broom finish Broom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Flowline (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slope 1:12 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varies * (max.) A A 5' (max) (Radius varies) (typ.) back of walk Transition 2 Broom finish BACK OF WALK / LANDING Retaining Curb (Optional) 12" (max.) (min.) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Varies * Detectable Warning 1/4" per ft. 1" per ft. 1" per ft. 1" per ft. 1" per ft. On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of the ramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel material will be provided upon request. 3. Each ramp shall align perpendicular to the street in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standards for other necessary criteria needed to construct these ramps that is not specified on this drawing. 5. Construct the ramps and walk so the corner area all drains to the street. 6. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. PLAN VIEW NTS Ramp Flare Gutter Ramp Ramp Flare Curb Curb Conc. Flare PanelsPanels Truncated dome panels: 1-2'x2.5' 1-2'x2' Truncated Dome Warning Detection Plan Locations LEGEND: ⅊ BOC- Property Back Line of curb PT - Point of Tangency Flow line Section A-A NTS 4'-6" 2'-6" 2'-0" 2'-0" t Varies Varies 4.5' 6.0' .5' 1.5' 4.5' 1.5 ' 12.0' 12.0' 4.5' .5' 4.5' 6.0' Landscaped Area PT Curb A A 6" Curb (TYP) 0" Curb Full height curb Truncated dome warning detection ⅊  PT of walk R15.⅊ 0' ⅊ & BOW 5'-6" BOC to walk w/ vertical curb 5'-7" BOC to walk w/ drive over curb Conc. Sidewalk Area to be landscaped Conc. walk Gutter or Apron Truncate Dome Warning Panel 1:12 Max slope 1:20 Slope PT of curb return 6" Conc. Flare 6" Curb (TYP) See note 6 Curb Flare Varies Curb Flare Ramp Curb Curb Flare Ramp Varies Panels Panels 6" Ramp Width: 4.5' 5.0' 6.0' 7.0' 8.0' Note: Truncated dome panels are available in 2'x2' squares and 2'x2.5' rectangles. Combine the widths to fit the ramp. Panels may be cut to no less than a 2'x1.5' size. Panel Width Combinations: 2'+2.5' 2.5'+2.5' 2'+2'+2' 2.5'+2'+2.5' 2'+2'+2'+2' Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the back of curb. 3. If curb and gutter are poured monolithic with ramp, place dome edge at back of curb as shown. If not poured monolithic, place dome edge 6" from back of curb. Case 1-Directional Ramps Case 2-Non-Directional Ramps Varies Panels Ramp Panels Flare Curb Case 3-Mid-Block Ramps 6" Panels Panels Flare 6" Flare Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gutter or Apron ℄Center line of ramp BOC-Back of Curb -FOC Flow -Face line of Curb Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BOC BOC 1:20 1:12 max slope slope Panels embedded in the concrete ramps Section A-A (Center line of ramp) NTS Flow line Curb and Gutter BOC See Note 3 400 ASPHALT PAVEMENT JOINT D4 DETAILS 70 For Thickness 2' min. (L) NOTES: 1. 6' wide pan for residential streets. 2. All intersections to have access ramps. 3. Standard Curb and Gutter Section, See Standard Drawing 701 4. 0" Curb Height, See Section A-A 5. All of these pedestrian improvements shall be in ROW or a pedestrian or public access easement. 6. Detectable Warning to extend the full width of the ramp and be 2'-0" in the direction of travel. Maximum slope in the direction of travel shall be no more than 5.0 percent (1:20). Material to be approved by local engineer 7. T = 6" for residential and 8" for commercial. 8. Distance from back of curb to the beginning of Detectable Warning cannot be greater than 5'-0" TYPE III DETACHED WALK N.T.S. SECTIONS A-A CLASSIFICATION APPROACH TYPE Single Family 12' 24' Commercial I, II, III, or IV Multi Family 24' 36' 24' 36' MINIMUM WIDTH WIDTH MAXIMUM Industrial 24' 36' I, II, III, or IV I or II RESIDENTIAL: * * * * * DRIVEWAY WIDTHS High volume driveways (Type III or IV) allowed for 350 or greater trip ends/day. * 30' maximum for 3 car garages. * *No single opening shall exceed 36'. Wider driveways shall be divided w/a median not less than 6' wide. 1/4" per ft. 1" per ft. 1:50 Slope  T Walk 1:50 1:12 (max.) Gutter Parkway Sidewalk Detached 1:12 A A (max) 2' Flare See Note 4 See Note 3 If Concrete Driveway Expansion Joint See Note 6 1/4" per ft. 1" per ft. 1:12 (max.) 1" per ft. Driveway FL See Note 8 I, II, III, or IV Sidewalk Detached 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 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 d d 8' MIN. WIDTH WHERE CROSSING A COLLECTOR ROADWAY. ** **   LENGTH (for monolithic pour) 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' FROM F Street Curb See Figure 16-1 SWSAMPLEAVE 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" PAVEMENT MARKINGS Projected Flowline (FL) Broken line 4" white 10' Segments 30' Gaps (3:1 Ratio) Wide Lane 1.5'x9' 8" White Line 4" white Double Line 4" Yellow 4" Space CROSSWALK MARKINGS: STRIPING: PREFERENTIAL LANE SYMBOL: STOP LINES: MANDATORY MOVEMENT: 1.5'x9 100' Taper (min.) .2L L = Turn Bay Storage Length .4L 10' .4L 10' 4" Ywllow 4" White Extension Line An Engineering study should be required before crosswalk markings are installed in locations away from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in alignment with the access ramps / sidewalks. On curves: Dotted extension of lane edge with same as solid downstream line, 2' segments, 4' gaps. Mandatory movement lanes shall use a lane-use arrow marking, the word marking "only", another lane-use arrow marking (accompanied by signs). Symbols & words are 8' of more in height -- use CDOT specification sizes. Place stop lines (1.5' x Variable typ.) only when inportant to indicate the point behind which vehicles are required to stop (more often on main arterials) -- placement should ordinarily be 4' in advance of and parallel to the nearest crosswalk line in the absence of a marked crosswalk, the stop line should be placed at the desired stopping point no more than 30' or less than 4' from the nearest edge of the intersecting roadway. PLS shall be used for designated bikeways. Intersection placement -- the symbol shall be placed downstream to convey to turning traffic that the bike lane exists. It shall be placed 4" down from the PCR & centered on the bike lane. Frequency of placement between blocks is a matter for Engineering judgement. All Longitudinal (lane) striping shall terminate at the Continental crosswalk bars -- except the downstream bike lane which shall terminate at the curb return. If a stop line is in place -- upstream stripping shall terminate at the stop line. Not Required with lane lengths less than 100'. Not Required with lane lengths less than 100'. 8" White Line 8" White 8" White Extension Line Extension 4" White Line 65' (min) 4' 300 2' CONCRETE PAN (PRIVATE ON-SITE) D3 DETAILS 69 ELCO WATER DISTRICT DETAIL: DRAWN: DATE: A A EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL Sanitary Sewer Main Subdrain Main Sanitary Service Subdrain Service (No Perforations) Reducing WYE Trench Stake Identifier (Sanitary Sewer) (Subdrain) Stake Identifier Sanitary Sewer Main Subdrain Main PLAN VIEW CROSS SECTION Bedding (Non-Perforated Pipe) by the approved plans. Pipe Sizes to be specified FORT COLLINS ONLY / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X F E S M M F E S F E S MM X T ELE F.O. TELE F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / M GAS X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S T ELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B / / / / / / / / / / / / / / / / ST ST AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G UD UD UD UD UD UD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W IR IR 4 2 7 8 5b 3b 5b 4 5a 3b 2 7 8 10 6 6 1a 1a 10 OS1b OS1b OS2 OS2 5a 1b 1b 9a 9 OS3 OS4 OS3 OS4 OS5 OS5 OS1a OS1a SIDEWALK CHASE NATURAL HABITAT BUFFER ZONE OUTFALL PROPOSED FES EXISTING 24" CMP PROPOSED FES SWALE INLET INLET PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASINS OS3 - OS5 INLET INLET WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD CARNOUSTIE DR. BALTUSROL DR. BETHPAGE DR. POND 1 RAIN GARDEN 3 RAIN GARDEN 2 TURNBERRY ROAD RAIN GARDEN 1 INLET (2) BALTUSROL CT. PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASIN OS4 NO. 8 DITCH NO. 8 DITCH RAIN GARDEN 3 100-YEAR OVERFLOW AREA RAIN GARDEN 1 100-YEAR OVERFLOW AREA RAIN GARDEN 2 100-YEAR OVERFLOW AREA 3a 3a POND 2 CONCRETE WEIR CONCRETE WEIR CONCRETE WEIR INLET OUTFALL RIPRAP DR1 DRAINAGE EXHIBIT 66 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET DESIGN POINT A OVERLAND FLOW DRAINAGE BASIN LABEL BASIN DESIGNATION BASIN AREA (AC) DRAINAGE BASIN BOUNDARY B2 1.45 ac FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION NOTES: 1. REFER TO THE FINAL DRAINAGE REPORT FOR COUNTRY CLUB RESERVE DATED 09.18.19 FOR ADDITIONAL INFORMATION. DIRECT FLOW DRAINAGE SUMMARY TABLE DESIGN POINT BASIN ID TOTAL AREA (acres) C2 C100 Tc (min) Q2 (cfs) Q100 (cfs) 1a 1a 8.90 0.29 0.36 23.5 3.8 16.5 1b 1b 2.89 0.25 0.31 25.3 1.0 4.5 2 2 2.96 0.57 0.71 17.7 2.9 12.7 3 3 5.04 0.63 0.79 13.4 6.3 27.5 4 4 6.88 0.32 0.40 16.5 4.0 17.2 5a 5a 0.68 0.73 0.91 9.7 1.1 4.9 5b 5b 2.75 0.62 0.77 13.5 3.4 14.7 6 6 8.17 0.32 0.40 24.8 3.7 16.3 7 7 12.99 0.57 0.71 19.2 12.1 52.8 8 8 10.72 0.29 0.37 22.6 4.7 20.6 9a 9a 2.47 0.33 0.42 22.2 1.3 5.5 9b 9b 7.52 0.27 0.33 19.4 3.3 14.4 10 10 2.63 0.25 0.31 21.4 1.0 4.5 OS1a OS1a 1.91 0.67 0.84 22.9 1.9 8.4 OS1b OS1b 2.41 0.68 0.86 24.6 2.4 10.4 OS2 OS2 0.26 0.73 0.91 9.5 0.4 1.9 LID Treatment Summary Table Raingarden ID Total Drainage Area (Ac.) Raingarden Req'd Min. Volume (Cu.-Ft.) Raingarden#1 8.02 5423 Raingarden#2 15.54 8294 Raingarden#3 6.32 3836 Total Newly Developed Area Treated 29.88 Ac. Total Newly Developed Area 33.43 Ac. Percent of Newly Developed Area Treated 89.38 % POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) Water Quality Capture Volume (Ac-Ft) Total Req'd Vol. (Ac-Ft) 100-Yr. WSEL (Ft) Peak Release (cfs) Pond 1 11.41 0.32 11.73 5066.90 0.82 Pond 3 3.85 N/A 3.85 5080.85 4.80 0.9% 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER TRACT C ACCESS & DRAINAGE EASEMENT 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT BALTUSROL CT. 12.51 12.76 13.01 12.76 12.52 12.23 8.84 9.05 9.45 9.95 10.76 12.23 10.73 9.93 9.43 9.48 11.49 11.47 13.90 13.65 13.40 13.65 13.37 13.13 13.22 12.37 12.38 11.65 10.85 11.45 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 33.5' - 33.5' - 13.53 12.73 12.05 18.5' 18.5' R3' R16.5' R3' R16.5' R50' R50' R61.5' R61.5' R50' 31" DRIVE-OVER CURB AND GUTTER 18" OUTFALL CURB AND GUTTER 30' WATERLINE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT 9' UTILITY EASEMENT 4.5' SIDEWALK 2.0% 0.7% 1.0% 1.0% 0.9% 1.1% 1.2% 2.0% 2.0% 2.0% 2.1% 2.0% 2.2% 2.0% 1.9% 2.0% 2.0% 1.9% 2.0% 2.6% 2.6% 2.6% 2.7% 2.5% 2.7% 2.6% 2.6% 2.7% 12.87 4.5' SIDEWALK 9' UTILITY EASEMENT 36' 36' BLOCK 7 INT4 INTERSECTION DETAILS 65 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER J INTERSECTION OF BALTUSROL DR. & ROYAL TROON AVE. A B E D F G H C K J L I K CUL-DE-SAC OF BALTUSROL CT. 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 0.9% 0.6% P WINGED FOOT DR. 82.38 82.35 82.38 82.80 82.00 81.92 82.01 82.07 82.18 82.86 81.96 82.21 82.45 82.45 1.0% 1.2% 0.9% 0.6% 0.9% 0.6% 1.0% 1.0% 0.6% 0.8% 0.6% 50' CROWN TRANSITION 56.35' CROWN TRANSITION 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK 1.4% 0.5% 0.5% 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER SIDEWALK CULVERT MID-BLOCK PAN 2' CONCRETE PAN LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 10 BLOCK 1 0.6% 0.6% 1.0% INT3 INTERSECTION DETAILS 64 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER I INTERSECTION OF ROYAL TROON AVE. & CARNOUSTIE DR. K MIDBLOCK RAMP CROWN TRANSITION ALONG WINGED FOOT DR. A B E D F G H C K J L I 2.5% 2.6% 2.6% 9' UTILITY EASEMENT 2.1% 2.5% 2.5% 2.5% ROYAL TROON AVE. WINGED FOOT DR. 85.25 84.63 85.67 84.89 82.92 82.53 82.53 85.54 3.5% 2.5% 4.7% 1.9% 3.9% 75' CROWN TRANSITION 4.5% 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK LOT 2 LOT 1 LOT 11 LOT 12 LOT 17 LOT 19 LOT 16 LOT 18 BLOCK 1 BLOCK 5 BLOCK 10 84.63 83.35 82.95 85.67 85.25 85.46 85.88 85.67 86.09 2.3% 2.8% 2.8% 2.8% 2.8% 2.8% 4.3% 3.9% 3.5% 3.5% 3.5% 0.6% 0.6% 0.6% 0.6% 0.6% 0.6% R20' R20' 9' UTILITY EASEMENT 9' UTILITY EASEMENT P WINGED FOOT DR. CARNOUSTIE DR. 84.16 84.58 84.16 84.01 83.73 83.81 83.50 83.15 83.31 82.95 83.69 1.5% 1.0% 1.3% 1.1% 1.8% 1.7% 1.0% 0.9% 1.3% 0.6% 1.3% 0.7% 0.6% 75' CROWN TRANSITION 4.5' SIDEWALK 4.5' SIDEWALK 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER STOP SIGN 53' R.O.W 30' - 83.31 1.4% 1.0% LOT 1 LOT 7 LOT 8 BLOCK 9 83.94 83.84 83.48 83.37 82.95 83.81 84.23 0.6% 83.92 1.0% 1.0% 9' UTILITY EASEMENT 9' UTILITY EASEMENT 1.4% 1.4% 1.0% 2.8% 2.8% 2.5% 2.8% 2.8% 2.8% 1.0% 1.0% 9' UTILITY EASEMENT R20' R20' 0.4% BETHPAGE DR. WINGED FOOT DR. 87.74 88.10 87.51 88.46 89.21 86.75 87.17 88.64 86.99 75' CROWN TRANSITION 2.0% 2.0% 3.6% 1.0% 2.0% 30' - 53' R.O.W 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 2.4% LOT 2 LOT 6 LOT 3 LOT 4 LOT 2 LOT 1 BLOCK 1 BLOCK 9 BLOCK 8 87.27 86.75 2.8% 2.2% 2.8% 88.97 88.52 89.63 89.21 88.55 88.10 2.8% 2.8% 2.8% 2.1% 2.1% 2.1% 0.9% 1.0% 1.1% 3.2% 2.8% 2.8% 2.8% 2.0% 2.0% 2.0% R20' R20' 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 4.5' SIDEWALK P INT2 INTERSECTION DETAILS 63 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER E INTERSECTION OF WINGED FOOT DR. & KIAWAH DR. F INTERSECTION OF WINGED FOOT DR. & ROYAL TROON AVE. G INTERSECTION OF WINGED FOOT DR. & CARNOUSTIE DR. H INTERSECTION OF WINGED FOOT DR. & BETHPAGE DR. A B E D F G H C K J L I 3.0% 3.0% 3.0% P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BETHPAGE DR. E. DOUGLAS ROAD 84.96 84.60 84.39 84.20 83.90 84.81 84.62 85.17 85.26 85.26 75' CROWN TRANSITION 31" DRIVBE-OVER CURB AND GUTTER 4.5' SIDEWALK 30' - R25' 53' R.O.W 1.0% 1.4% 1.5% 84.90 85.01 2.3% 1.0% 1.9% 1.2% 1.4% 1.3% 1.4% ON GRADE CURB CHASE SIDEWALK CULVERT SWALE 4.5' SIDEWALK 31" DRIVE-OVER CURB AND GUTTER 85.39 85.39 85.81 85.91 85.45 85.05 1.1% 0.9% 1.1% 1.0% 0.7% 1.1% 2.8% 2.8% 3.0% 3.0% 3.6% NATURAL HABITAT BUFFER ZONE 15' UTILITY EASEMENT 6' SIDEWALK 15' UTILITY EASEMENT 6' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 85.06 2.0% R25' 10' PAN 1.1% 1.5% TRACT A DRAINAGE EASEMENT P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X E. DOUGLAS ROAD WINGED FOOT DR. 80.74 81.15 80.82 80.18 80.07 79.53 79.66 79.81 79.94 79.73 74.8' CROWN TRANSITION 2.6% 2.0% 1.5% 1.5% 1.9% 0.8% 0.5% 0.5% 1.9% 1.7% 0.5% R25' 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK 2.6% 2.3% 0.5% R25' LOT 24 BLOCK 1 81.36 81.36 81.78 10' PAN 81.07 80.45 80.80 2.5% 2.5% 2.6% 2.4% 9' UTILITY EASEMENT 9' UTILITY EASEMENT 2.9% 3.0% 3.5% 0.8% 0.5% 30" VERTICAL CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 30" VERTICAL CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER TRACT A DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT LOT 1 BLOCK 2 P / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / KIAWAH DR. TURNBERRY ROAD 71.46 71.53 71.12 71.30 71.21 71.00 71.48 71.66 72.11 72.11 72.53 1.0% 1.0% 1.3% 0.6% 0.6% 0.6% 0.5% 1.6% 1.3% 1.2% 2.0% 1.0% 30' - 53' R.O.W 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER LOT 2 LOT 10 LOT 1 BLOCK 2 BLOCK 3 75' CROWN TRANSITION 71.63 0.6% 0.6% 0.6% 4.5' SIDEWALK 9' UTILITY EASEMENT 4.5' SIDEWALK 72.09 71.84 71.67 2.6% 2.4% 2.2% 10' PAN 0.5% 0.6% 0.5% 30" VERTICAL CURB AND GUTTER TRACT B ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT P INT1 INTERSECTION DETAILS 62 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 1 inch = ft. 20 0 20 Feet 20 40 60 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER A INTERSECTION OF BETHPAGE DR & DOUGLAS ROAD B INTERSECTION OF WINGED FOOT DR & DOUGLAS ROAD C INTERSECTION OF BETHPAGE DR & BALTUSROL CT. D INTERSECTION OF KIAWAH DR. & TURNBERRY RD. 6.0' BIKE LANE 7 60.0' R.O.W 24.1' EOP NATURAL HABITAT BUFFER ZONE 6' SIDEWALK 15.0' UTILITY EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / G T X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M / / / / / / / / / / / / / / / / / / / / / / / / T T X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 576.6' 299.9' (50:1 REDIRECT TAPER) TURNBERRY ROAD 4 4 300.2' (50:1 REDIRECT TAPER) 8 8 6.0' BIKE LANE 12' TRAVEL LANE 12' TRAVEL LANE 4 12' TRAVEL LANE 12' TRAVEL LANE 72.0' RIGHT-OF-WAY 12' TURN LANE 7 L L 6.0' BIKE LANE 6' SIDEWALK 15.0' UTILITY EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT SP2 STRIPING PLAN TURNBERRY ROAD 61 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE SIGN EXISTING EDGE OF ASPHALT WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) (DO NOT USE) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 MEDIAN LINE YELLOW 18" WIDE 50' O.C. 45° ANGLES 10' 30' 10' 30' 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 4" WHITE DASHED LINE 3' 3' 3' 3' 3' O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING 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 FT. 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 ONE COAT HIGH BUILD 20-22 MILS. 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 FT. 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 FT. COLLINS 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 FT. COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FT. COLLINS 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. P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. STRIPING LEGEND: STRIPING NOTES: 8" DOTTED SKIP WHITE LINE 3' 9' 3' 9' 3' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. SP1 SP2 MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE BELOW LEFT 30.0' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT 10.0' EXISTING GRAVEL ROAD 50.0' EOP- 6.0' BIKE LANE 4.3'± A L 8 4 4 7 7 7 3 4 100.0' L 7 7 49' EOP- 6' SIDEWALK 15' UTILITY EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / EAST DOUGLAS ROAD 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE PROPOSED 48.0' HALF ROW EXISTING 30.0' HALF ROW EXISTING EDGE OF ASPHALT 6.0' BIKE LANE 4.4'± A 4 4 8 4 4 7 L NATURAL HABITAT TRACT A BUFFER ZONE (NHBZ) DRAINAGE EASEMENT 49' EOP- 15.0' UTILITY EASEMENT 6' SIDEWALK / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X EAST DOUGLAS ROAD 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TURN LANE TURNBERRY ROAD 12' TRAVEL LANE 12' TRAVEL LANE 64.8' STORAGE 540.0' (45:1 REDIRECT TAPER) 200.0' (16.7:1 BAY TAPER) 235.0' STORAGE PROPOSED 60.0' HALF ROW EXISTING 30.0' HALF ROW EXISTING EDGE OF ASPHALT EXISTING 60.0' ROW No. 8 OUTLET DITCH EXISTING "RIGHT LANE BIKES ONLY" SIGN EXISTING "45 MPH" SIGN PROPOSED 48.0' HALF ROW EXISTING 30.0' HALF ROW 435.0' DECELERATION WINGED FOOT DRIVE 4.7'± 4.6'± 6.0' BIKE LANE L A A B B 4 4 4 4 1 7 3 3 3 P L 100.0' 3 L "BEGIN RIGHT TURN YIELD TO BIKES SIGN" (R4-4) TRACT B ACCESS & DRAINAGE EASEMENT NATURAL HABITAT BUFFER ZONE 32.8' EOP-EOP 61.1' EOP- 15.0' UTILITY EASEMENT 6' SIDEWALK SP1 STRIPING PLAN EAST DOUGLAS ROAD 60 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED RIGHT-OF-WAY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE SIGN EXISTING EDGE OF ASPHALT WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 6" SOLID WHITE LINE (2) 4" SOLID LINES; 4" APART DOUBLE YELLOW LINE 4" BROKEN YELLOW LINE 8" SOLID WHITE LINE DOUBLE YELLOW LINE 4" SOLID AND 4" BROKEN; 4" APART 9 6 3 5 1 8 2 4 7 STRAIGHT AND RIGHT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING BICYCLIST AND ARROW 18" X 9' CROSSING LINE, SEE NOTES PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING 18" WIDE STOP BAR PREFORMED PLASTIC PAVEMENT MARKING "STOP" (22.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STRAIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING RIGHT TURN ARROW (15.5 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING LEFT TURN ARROW (15.5 S.F. EA.) RIGHT AND LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING TWO WAY LEFT TURN ARROW (31 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING PREFORMED PLASTIC PAVEMENT MARKING "ONLY" (22.5 S.F. EA.) (DO NOT USE) L H D C B A K E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING 11 MEDIAN LINE YELLOW 18" WIDE 50' O.C. 45° ANGLES 10' 30' 10' 30' 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 4" WHITE DASHED LINE 3' 3' 3' 3' 3' O 18" WIDE WHITE MEDIAN STRIPING PREFORMED PLASTIC PAVEMENT MARKING 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 FT. 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 ONE COAT HIGH BUILD 20-22 MILS. 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 FT. 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 FT. COLLINS 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 FT. COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FT. COLLINS 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. P. STREET NAME SIGNS AT INTERSECTIONS SHALL BE INSTALLED ABOVE STOP SIGNS ON SAME POLE, PER LCUASS DRAWING 1401. STRIPING LEGEND: STRIPING NOTES: 8" DOTTED SKIP WHITE LINE 3' 9' 3' 9' 3' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 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. REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. SP1 SP2 MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE BELOW LEFT MATCH LINE SEE BELOW LEFT 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 24+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 25+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 26+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 27+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+00 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 28+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -2.03% -2.48% -1.85% -1.88% -1.60% -2.09% -1.52% -2.42% -1.59% -2.27% -1.90% -1.89% -2.34% -1.95% -2.76% -1.59% -3.11% -2.03% -3.28% -2.25% -3.40% -2.23% -3.49% -3.21% -2.51% EXISTING GROUND PROPOSED GROUND / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / G T X X X X X X X ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M GAS / / / / / / / / / / / / / / / / / / / / / / / / T T X X X X X / / / / / / / / ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 TURNBERRY ROAD STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE A SEE SHEET ST1 50' EOP- 72' R.O.W 15' UTILITY EASEMENT 20' DRIVE-OVER CURB AND GUTTER 4' TRANSITION ±190 SQ. FT. OF CONCRETE TYPE III BARRICADE 10' EXISTING GRAVEL ROAD STREET LIGHT (TYP.) 6' SIDEWALK EXISTING STORM CULVERT 37' EOP-EOP TRACT C ACCESS & DRAINAGE EASEMENT 30" VERTICAL CURB AND GUTTER Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER XS5 ROADWAY CROSS SECTIONS TURNBERRY ROAD 59 CROSS SECTION PROFILES TURNBERRY ROAD XS5 XS4 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 16+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 17+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 18+50 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+00 5062 5064 5068 5072 5076 5062 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 19+50 5062 5064 5068 5072 5076 5062 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+00 5062 5064 5068 5072 5076 5062 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 20+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+00 5054 5056 5060 5064 5068 5072 5076 5054 5056 5060 5064 5068 5072 5076 -40 -20 0 20 40 CENTER LINE Horizontal Scale 1" = 20' Vertical Scale 1" = 2' 21+50 5058 5060 5064 5068 5072 5076 5058 5060 5064 5068 5072 5076 -40 -20 0 20 40 -1.55% -3.33% -1.81% -3.19% -2.05% -3.16% -2.07% -2.37% -2.00% -2.71% -1.96% -2.19% -1.92% -1.70% -2.15% -1.60% -2.49% -2.00% -2.48% -2.46% -2.30% -2.64% -2.13% -1.79% EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND WIDENING / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X M M X X X GAS GAS GAS ST 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 E. DOUGLASS RD. SEE SHEET XS3 TURNBERRY ROAD STORM LINE B SEE SHEET ST2 50' EOP- 30" VERTICAL CURB AND GUTTER STREET LIGHT (TYP.) 72' R.O.W 15' UTILITY EASEMENT NATURAL HABITAT BUFFER ZONE (NHBZ) 6' SIDEWALK 10' CONCRETE PAN EXISTING STORM CULVERT KIAWAH DR. SEE SHEET R4 72' R.O.W LOT 10 TRACT B ACCESS & DRAINAGE EASEMENT BLOCK 2 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER XS4 ROADWAY CROSS SECTIONS TURNBERRY ROAD 58 CROSS SECTION PROFILES TURNBERRY ROAD XS5 XS4 46+00 46+50 47+00 EAST DOUGLAS ROAD WINGED FOOT DR. SEE SHEET R3 TURNBERRY RD. SEE SHEET XS5 STORM LINE D SEE SHEET ST3 NATURAL HABITAT BUFFER ZONE (NHBZ) 10' PAN 6' SIDEWALK 15' UTILITY EASEMENT EXISTING EOP 61' EOP- 90' R.O.W 78' R.O.W 60' R.O.W 30" VERTICAL CURB AND GUTTER CENTER LINE 39+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 39+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 40+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 40+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 41+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 41+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 42+00 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 42+50 5070 5072 5076 5080 5084 5070 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 43+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 43+50 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 44+00 5066 5068 5072 5076 5080 5084 5066 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 44+50 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 45+00 5062 5064 5068 5072 5076 5080 5084 5062 5064 5068 5072 5076 5080 5084 -40 -20 0 20 40 CENTER LINE 45+50 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 46+00 5062 5064 5068 5072 5076 5080 5062 5064 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 46+50 5066 5068 5072 5076 5080 5066 5068 5072 5076 5080 -40 -20 0 20 40 CENTER LINE 47+00 5058 5060 5064 5068 5072 5076 5080 5058 5060 5064 5068 5072 5076 5080 -40 -20 0 20 40 -2.72% -3.08% -3.27% -2.63% -2.38% -2.32% -2.36% -2.35% -2.26% -2.11% -2.02% -2.04% -2.10% -2.19% Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER XS3 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 57 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 PUMP HOUSE 30" VERTICAL CURB AND GUTTER CENTER LINE 29+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 29+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 30+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 30+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 31+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 31+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 32+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 32+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 33+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 33+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 34+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 34+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 35+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 35+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 36+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 36+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 37+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 37+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 38+00 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 CENTER LINE 38+50 5070 5072 5076 5080 5084 5088 5070 5072 5076 5080 5084 5088 -40 -20 0 20 40 -3.53% -3.33% -3.49% -3.58% -3.82% -3.31% -2.20% -1.64% -1.73% -2.21% -2.70% -2.81% -3.05% -3.35% -2.16% -1.59% -1.62% -1.75% -1.97% -2.33% EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER XS2 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 56 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 CENTER LINE 21+50 5090 5092 5096 5100 5104 5090 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 22+00 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 22+50 5086 5088 5092 5096 5100 5104 5086 5088 5092 5096 5100 5104 -40 -20 0 20 40 CENTER LINE 23+00 5086 5088 5092 5096 5100 5086 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 23+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 24+00 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 24+50 5082 5084 5088 5092 5096 5100 5082 5084 5088 5092 5096 5100 -40 -20 0 20 40 CENTER LINE 25+00 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 CENTER LINE 25+50 5078 5080 5084 5088 5092 5096 5078 5080 5084 5088 5092 5096 -40 -20 0 20 40 CENTER LINE 26+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 27+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 27+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 28+00 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 28+50 5074 5076 5080 5084 5088 5092 5074 5076 5080 5084 5088 5092 -40 -20 0 20 40 CENTER LINE 26+00 5074 5076 5080 5084 5088 5092 5096 5074 5076 5080 5084 5088 5092 5096 -40 -20 0 20 40 -2.37% -1.98% -2.06% -2.14% -2.14% -1.94% -1.99% -2.01% -1.96% -1.90% -2.05% -2.22% -2.45% -2.34% -2.58% -2.60% -3.03% -3.38% EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X F E S F E S F E S X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 EAST DOUGLAS ROAD BETHPAGE DR. SEE SHEET R1 6' SIDEWALK 15' UTILITY EASEMENT EXISTING STORM CULVERT 36' EOP-EOP 49' EOP- 78' R.O.W 30" VERTICAL CURB AND GUTTER EXISTING EOP EXISTING 10' GRAVEL ROAD TYPE III BARRICADE 20' DRIVE OVER CURB AND GUTTER 4' TAPPER 4' TAPPER ±190 SQ. FT. OF CONCRETE STREET LIGHT (TYP.) 10' PAN Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER XS1 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 55 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 5069.00 5068.90 5068.80 5068.70 5068.60 5068.53 5068.49 5068.50 5068.54 5068.61 5068.73 5068.85 5068.98 5069.10 5069.23 5069.35 5069.48 5069.60 5069.73 5069.85 5069.98 5070.10 5069.81 5069.71 5069.61 5069.51 5069.41 5069.31 5069.21 5069.11 5069.01 5068.91 5068.81 5068.71 5068.61 5068.51 5068.41 5068.31 5068.21 5068.11 5068.01 5067.91 5067.81 5067.71 5067.66 5067.78 5067.91 5066.69 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / T / / / / / / / / ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 72' ROW 6' SIDEWALK TURNBERRY ROAD 20' ROLL OVER CURB AND GUTTER 4' TRANSITION TRACT C ACCESS & DRAINAGE EASEMENT 15' UTILITY EASEMENT 50' EOP -  10' EXISTING GRAVEL ROAD 36.9' EOP - EOP TYPE III BARRICADE EXISTING CULVERT 30" VERTICAL CURB AND GUTTER STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE A SEE SHEET ST1 CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R13 PLAN AND PROFILE TURNBERRY ROAD 54 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 22+00 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER NORTH MATCH LINE SEE SHEET R12 STA 22+00 R13 R12 MATCH LINE SEE SHEET R12 STA 22+00 PVI ELEV = 5070.20 PROPOSED GRADE EXISTING GROUND FUTURE GRADE EXISTING GROUND 5076.12 5075.74 5075.37 5075.03 5074.78 5074.62 5074.53 5074.53 INFINITY 5074.41 5074.20 5073.99 5073.76 5073.56 5073.41 5073.26 5073.11 5072.96 5072.81 5072.66 5072.51 5072.36 5072.22 5072.07 5071.92 5071.78 5071.65 5071.53 5071.40 5071.28 5071.15 5071.03 5070.90 5070.80 5070.70 5070.60 5070.50 5073.29 5073.07 5072.87 5072.72 5072.57 5072.42 5072.27 5072.12 5071.97 5071.82 5071.67 5071.52 5071.37 5071.22 5071.08 5070.96 5070.83 5070.71 5070.58 5070.46 5070.33 5070.21 5070.11 5070.01 5069.91 5069.81 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ST E. DOUGLASS RD. SEE SHEET R11 72' ROW 6' SIDEWALK TURNBERRY ROAD R25' R25' 50' EOP -  15' UTILITY EASEMENT 6' SIDEWALK 15' UTILITY EASEMENT 72' R.O.W 24.2' EOP - EOP KIAWAH DR. SEE SHEET R4 TRACT B ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT P 10' PAN NATURAL HABITAT BUFFER ZONE P 30" VERTICAL CURB AND GUTTER STORM LINE B SEE SHEET ST2 EXISTING CULVERT CENTERLINE TURNBERRY ROAD SCALE : 1" = 40' (H) 1" = 5' (V) R12 PLAN AND PROFILE TURNBERRY ROAD 53 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 MATCH LINE SEE SHEET R13 STA 22+00 LINE MATCH STA 22+00 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER R13 R12 MATCH LINE SEE SHEET R13 STA 22+00 PVI ELEV = 5073.94 FUTURE GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5081.04 5080.92 5080.79 5080.67 5080.54 5080.42 5080.25 5080.05 5079.85 5079.65 5079.44 5079.22 5079.01 5078.79 5078.57 5078.35 5078.14 5077.92 5077.64 5077.34 5077.04 5076.74 5076.44 5076.14 5075.84 5075.54 5075.24 5074.97 5074.78 5074.59 5074.43 5074.26 5074.10 5073.95 5073.85 5073.80 5073.82 5073.89 5074.02 5080.22 5080.09 5079.97 5079.84 5079.72 5079.59 5079.43 5079.23 5079.03 5078.83 5078.59 5078.34 5078.09 5077.84 5077.59 5077.34 5077.09 5076.84 5076.56 5076.26 5075.96 5075.66 5075.36 5075.06 5074.76 5074.46 5074.16 FUTURE ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ST 6' SIDEWALK 6' SIDEWALK 90' ROW P WINGED FOOT DR. SEE SHEET R2 TURNBERRY RD. SEE SHEET R13 EAST DOUGLAS ROAD 15' UTILITY EASEMENT 15' UTILITY EASEMENT P "BEGIN RIGHT TURN YIELD TO BIKES SIGN" (R4-4) 60.6' EOP -  48.6' EOP -  EXISTING CULVERT STORM LINE D SEE SHEET ST3 TRACT B ACCESS & DRAINAGE EASEMENT 30" VERTICAL CURB AND GUTTER R25' R25' R25' EXISTING SPEED LIMIT SIGN 32.67' EOP - EOP 60' R.O.W CENTERLINE EAST DOUGLAS ROAD SCALE : 1" = 40' (H) 1" = 5' (V) R11 PLAN AND PROFILE EAST DOUGLAS ROAD 52 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 39+00 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER MATCH LINE SEE SHEET R10 STA 39+00 RIGHT FLOWLINE EAST DOUGLAS ROAD SCALE : 1" = 40' (H) 1" = 5' (V) R11 R10 R9 MATCH LINE SEE SHEET R10 STA 39+00 PVI STA = 31+25.17 PVI ELEV = 5081.93 PVI STA = 35+50.17 PVI ELEV = 5081.05 150.0' VC HP ELEV = 5082.37 HP STA = 32+48.74 PVI STA = 32+48.74 PVI ELEV = 5082.55 BVCS: 31+73.74 BVCE: 5082.18 EVCS: 33+23.74 EVCE: 5082.18 A.D. = 1.00 K = 150.00 150.0' VC HP ELEV = 5081.38 HP STA = 36+54.74 PVI STA = 36+54.74 PVI ELEV = 5081.57 BVCS: 35+79.74 BVCE: 5081.19 EVCS: 37+29.74 EVCE: 5081.19 A.D. = 1.00 K = 150.00 ECVS: 29+89.86 EVCE: 5082.61 PROPOSED GRADE EXISTING GROUND FUTURE GRADE EXISTING GROUND 5083.85 5083.67 5083.52 5083.39 5083.26 5083.14 5083.01 5082.89 5082.76 5082.89 5083.01 5083.11 5083.17 5083.19 5083.17 5083.10 5083.00 5082.87 5082.75 5082.62 5082.50 5082.37 5082.25 5082.12 5082.00 5081.87 5082.00 5082.11 5082.18 5082.21 5082.19 5082.14 5082.04 5081.92 5081.79 5081.67 5081.54 5081.42 5081.29 5083.02 5082.84 5082.69 5082.56 5082.44 5082.31 5082.19 5082.06 5081.94 5082.06 5082.18 5082.29 5082.35 5082.37 5082.34 5082.28 5082.17 5082.05 5081.92 5081.80 5081.67 5081.55 5081.42 5081.30 5081.17 5081.05 5081.17 5081.28 5081.35 5081.38 5081.37 5081.31 5081.22 5081.09 5080.97 5080.84 5080.72 5080.59 5080.47 FUTURE ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 78' ROW 6' SIDEWALK EAST DOUGLAS ROAD 6' SIDEWALK 15' UTILITY EASEMENT NATURAL HABITAT BUFFER ZONE STORM LINE D SEE SHEET ST3 LANDSCAPING WALL EXISTING CULVERT 48.3' EOP -  30" VERTICAL CURB AND GUTTER TRACT A DRAINAGE EASEMENT CENTERLINE EAST DOUGLAS ROAD SCALE : 1" = 40' (H) 1" = 5' (V) R10 PLAN AND PROFILE EAST DOUGLAS ROAD 51 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 MATCH LINE SEE SHEET R11 STA 39+00 LINE MATCH STA 39+00 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER MATCH LINE SEE SHEET R9 STA 29+00 LINE MATCH STA 29+00 R11 R10 R9 MATCH LINE SEE SHEET R11 STA 39+00 MATCH LINE SEE SHEET R9 STA 29+00 5100.85 5100.28 5099.70 5099.13 5098.55 5097.98 5097.40 5096.86 5096.33 5095.81 5095.28 5094.76 5094.23 5093.69 5093.09 FUTURE ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 78' ROW 6' SIDEWALK P TYPE III BARRICADE BETHPAGE DR. SEE SHEET R1 EAST DOUGLAS ROAD 20' DRIVE-OVER CURB AND GUTTER 4' TRANSITION (TYP.) 48.5' EOP -  30" VERTICAL CURB AND GUTTER 15' UTILITY EASEMENT EXISTING CULVERT EXISTING CULVERT 36.3' EOP - EOP R25' R25' 10' PAN SWALE TRACT C ACCESS & DRAINAGE EASEMENT 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 450.0' VC PVI STA = 27+64.68 PVI ELEV = 5084.56 BCVS: 25+39.68 BVCE: 5089.97 A.D. = 1.90 K = 236.73 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 450.0' VC PVI STA = 27+64.86 PVI ELEV = 5083.74 BCVS: 25+39.86 BVCE: 5089.14 A.D. = 1.90 K = 236.84 FUTURE GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5092.72 5092.12 5091.52 5090.92 5090.32 5089.72 5089.14 5088.59 5088.07 5087.57 5087.10 5086.66 5086.24 5085.85 5085.49 5085.15 5084.83 5084.55 5084.29 5091.89 5091.29 5090.69 5090.09 5089.49 5088.90 5088.32 5087.77 5087.25 5086.75 5086.28 5085.83 5085.42 5085.03 5084.66 5084.32 5084.01 5083.72 5083.46 FUTURE ELEVATION EXISTING ELEVATION PROPOSED ELEVATION EXISTING ELEVATION CENTERLINE EAST DOUGLAS ROAD SCALE : 1" = 40' (H) 1" = 5' (V) R9 PLAN AND PROFILE EAST DOUGLAS ROAD 50 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 MATCH LINE SEE SHEET R10 STA 29+00 LINE MATCH STA 29+00 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER MATCH LINE SEE SHEET R10 STA 29+00 R11 R10 R9 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.82 5075.59 5076.22 5076.82 5077.42 5078.02 5079.86 5083.35 5076.04 5075.54 5075.14 5075.25 5075.77 5075.92 5076.07 5076.37 5076.52 5076.67 5076.97 5077.12 5077.27 5077.57 5077.72 5077.87 5078.21 5078.58 5079.13 5080.73 5081.60 5082.48 5084.23 5085.10 5085.83 2.20% 3.50% -0.90% 0.60% PVI STA = 31+77.42 PVI ELEV = 5085.88 PVI STA = 31+63.58 PVI ELEV = 5085.58 PVI STA = 24+59.27 PVI ELEV = 5074.94 50.0' VC PVI STA = 24+29.26 PVI ELEV = 5075.55 BVCS: 24+04.26 BVCE: 5075.78 EVCS: 24+54.26 EVCE: 5075.05 A.D. = 1.10 K = 45.45 50.0' VC PVI STA = 24+89.28 PVI ELEV = 5075.55 BVCS: 24+64.28 BVCE: 5075.05 EVCS: 25+14.28 EVCE: 5075.70 A.D. = 1.40 K = 35.71 100.0' VC PVI STA = 29+57.42 PVI ELEV = 5078.36 BCVS: 29+07.42 BVCE: 5078.06 ECVS: 30+07.42 EVCE: 5080.11 A.D. = 2.90 K = 34.48 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 2.20% 3.50% -0.90% 0.60% 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.23 5074.91 5075.64 5076.24 5076.86 5077.45 5078.67 5081.91 5075.36 5075.11 5074.98 5074.86 5075.11 5075.31 5075.49 5075.79 5075.94 5076.09 5076.39 5076.55 5076.71 5077.01 5077.16 5077.31 5077.60 5077.80 5078.15 5079.34 5080.16 5081.04 5082.82 5083.91 -1.14% 0.50% 0.80% 0.80% 0.60% 0.62% 0.59% 3.30% 3.50% 3.90% 4.30% 4.50% 4.70% -0.80% -0.50% -1.29% PVI STA = 23+68.39 PVI ELEV = 5075.41 PVI STA = 25+00.25 PVI ELEV = 5074.91 PVI STA = 25+55.60 PVI ELEV = 5075.35 PVI STA = 25+65.61 PVI ELEV = 5075.43 PVI STA = 27+06.12 PVI ELEV = 5076.28 PVI STA = 28+16.35 PVI ELEV = 5076.96 PVI STA = 30+44.06 PVI ELEV = 5079.96 PVI STA = 31+17.70 PVI ELEV = 5082.53 PVI STA = 31+27.70 PVI ELEV = 5082.92 PVI STA = 31+37.70 PVI ELEV = 5083.35 PVI STA = 31+66.12 PVI ELEV = 5084.63 PVI STA = 31+71.53 PVI ELEV = 5084.89 PVI STA = 23+75.51 PVI ELEV = 5075.36 PVI STA = 24+82.44 PVI ELEV = 5074.82 PVI STA = 23+64.11 PVI ELEV = 5075.46 106.0' VC PVI STA = 29+83.09 PVI ELEV = 5077.94 BCVS: 29+30.09 BVCE: 5077.63 ECVS: 30+36.09 EVCE: 5079.69 A.D. = 2.71 K = 39.04 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 23+50 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 5075.47 5075.27 5075.87 5076.46 5077.05 5077.65 5079.96 5083.56 5075.73 5075.19 5075.02 5075.14 5075.42 5075.57 5075.72 5076.02 5076.17 5076.32 5076.61 5076.75 5076.90 5077.20 5077.35 5077.50 5077.94 5078.42 5079.09 5080.83 5081.71 5082.59 5084.54 -0.90% -1.20% 3.90% -1.20% -0.90% 0.50% 3.72% 3.50% 0.64% 0.60% 0.58% 0.60% 0.60% PVI STA = 24+48.73 PVI ELEV = 5075.01 PVI STA = 24+38.69 PVI ELEV = 5075.06 PVI STA = 24+21.52 PVI ELEV = 5075.22 PVI STA = 31+27.47 PVI ELEV = 5084.63 PVI STA = 23+96.95 PVI ELEV = 5075.51 PVI STA = 23+90.92 PVI ELEV = 5075.58 PVI STA = 24+52.54 PVI ELEV = 5075.03 PVI STA = 24+97.05 PVI ELEV = 5075.25 PVI STA = 29+99.99 PVI ELEV = 5079.96 PVI STA = 30+73.64 PVI ELEV = 5082.53 PVI STA = 28+89.12 PVI ELEV = 5077.58 PVI STA = 27+92.13 PVI ELEV = 5077.00 PVI STA = 25+27.11 PVI ELEV = 5075.43 PVI STA = 26+40.31 PVI ELEV = 5076.11 99.4' VC PVI STA = 29+45.92 PVI ELEV = 5077.94 BCVS: 28+96.23 BVCE: 5077.63 ECVS: 29+95.62 EVCE: 5079.79 A.D. = 3.09 K = 32.22 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE ROYAL TROON AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) R8 PLAN AND PROFILE ROYAL TROON AVENUE 49 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 23+50 LEFT FLOWLINE ROYAL TROON AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R7 STA 23+50 RIGHT FLOWLINE ROYAL TROON AVENUE SCALE : 1" = 40' (H) 1" = 5' (V) R6 R8 R7 GROUND 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 18+50 19+00 20+00 21+00 22+00 23+00 23+50 5086.78 5083.76 5080.74 5078.53 5076.56 5087.53 5086.03 5085.28 5084.52 5082.99 5082.23 5081.46 5080.10 5079.55 5079.04 5078.03 5077.52 5077.01 5076.21 -2.04% -3.06% -3.00% PVI STA = 19+63.32 PVI ELEV = 5084.88 73.5' VC PVI STA = 21+12.53 PVI ELEV = 5080.32 BCVS: 20+75.76 BVCE: 5081.44 ECVS: 21+49.30 EVCE: 5079.57 A.D. = 1.02 K = 71.95 74.5' VC PVI STA = 23+08.43 PVI ELEV = 5076.33 BCVS: 22+71.18 BVCE: 5077.08 ECVS: 23+45.68 EVCE: 5075.99 A.D. = 1.14 K = 65.52 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 18+50 19+00 20+00 21+00 22+00 23+00 23+50 5085.69 5082.73 5079.99 5078.00 5076.22 5086.44 5084.94 5084.20 5083.47 5082.00 5081.26 5080.59 5079.47 5078.98 5078.49 5077.51 5077.02 5076.58 5075.95 -3.00% -2.94% -1.29% -1.03% -1.96% PVI STA = 19+26.99 PVI ELEV = 5084.88 PVI STA = 23+22.76 PVI ELEV = 5075.97 PVI STA = 23+32.96 PVI ELEV = 5075.87 76.5' VC PVI STA = 20+82.09 PVI ELEV = 5080.32 BCVS: 20+43.86 BVCE: 5081.44 ECVS: 21+20.32 EVCE: 5079.57 A.D. = 0.98 K = 78.11 75.0' VC PVI STA = 22+85.26 PVI ELEV = 5076.33 BCVS: 22+47.76 BVCE: 5077.06 ECVS: 23+22.76 EVCE: 5075.97 A.D. = 1.02 K = 73.80 PROPOSED GRADE EXISTING GROUND BALTUSROL DR. 53' ROW 30' - 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT SWALE LOT 28 LOT 27 LOT 31 LOT 25 LOT 26 LOT 30 LOT 29 LOT 5 LOT 4 LOT 2 LOT 1 LOT 3 TRACT C ACCESS & DRAINAGE EASEMENT BLOCK 6 31" DRIVE-OVER CURB AND GUTTER EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R7 PLAN AND PROFILE BALTUSROL DRIVE 48 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 18+50 NORTH LINE MATCH STA 23+50 LEFT FLOWLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R8 STA 23+50 MATCH LINE SEE SHEET R6 STA 18+50 R6 R8 R7 BLOCK 7 R20' R20' 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 18" OUTFALL CURB AND GUTTER 5100 5105 5110 5115 5120 5125 5100 5105 5110 5115 5120 5125 9+50 10+00 11+00 12+00 13+00 14+00 -5.00% -8.29% -2.00% -2.83% -1.94% -2.98% 2.20% -2.40% -2.00% PVI STA = 10+00.00 PVI ELEV = 5113.01 PVI STA = 11+41.50 PVI ELEV = 5110.85 PVI STA = 11+26.84 PVI ELEV = 5112.00 PVI STA = 10+90.84 PVI ELEV = 5112.68 PVI STA = 10+84.83 PVI ELEV = 5112.82 PVI STA = 10+48.83 PVI ELEV = 5113.48 PVI STA = 10+33.50 PVI ELEV = 5113.90 PVI STA = 11+72.74 PVI ELEV = 5110.05 75.0' VC PVI STA = 12+51.76 PVI ELEV = 5108.46 BVCS: 12+14.26 BVCE: 5109.21 EVCS: 12+89.26 EVCE: 5106.59 A.D. = 3.00 K = 25.00 75.0' VC PVI STA = 13+70.01 PVI ELEV = 5102.55 BCVS: 13+32.51 BVCE: 5104.43 A.D. = 2.00 K = 37.50 5113.01 5112.45 5109.50 5106.05 5113.65 5113.41 5112.92 5111.95 5110.59 5110.00 5108.98 5108.24 5107.26 5104.80 5103.59 5102.54 PROPOSED EXISTING GRADE GROUND PROPOSED GRADE EXISTING GROUND 5095 5100 5105 5110 5115 5120 5095 5100 5105 5110 5115 5120 9+50 10+00 11+00 12+00 13+00 14+00 5108.55 5107.83 5106.92 5105.81 5104.61 5103.42 5102.37 -1.93% -4.82% PVI STA = 12+01.76 PVI ELEV = 5109.05 93.4' VC PVI STA = 12+53.64 PVI ELEV = 5108.05 BVCS: 12+06.95 BVCE: 5108.95 EVCS: 13+00.32 EVCE: 5105.80 A.D. = 2.89 K = 32.29 77.8' VC PVI STA = 13+76.32 PVI ELEV = 5102.13 BCVS: 13+37.41 BVCE: 5104.01 A.D. = 1.93 K = 40.36 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5095 5100 5105 5110 5115 5120 5095 5100 5105 5110 5115 5120 9+50 10+00 11+00 12+00 13+00 14+00 5108.53 5107.73 5106.69 5105.45 5104.15 5102.92 5101.88 -2.08% -5.19% -3.12% PVI STA = 12+11.96 PVI ELEV = 5108.84 81.4' VC PVI STA = 12+50.03 PVI ELEV = 5108.05 BVCS: 12+11.96 BVCE: 5108.84 EVCS: 12+93.34 EVCE: 5105.80 A.D. = 3.12 K = 26.11 72.2' VC PVI STA = 13+63.85 PVI ELEV = 5102.13 BCVS: 13+27.75 BVCE: 5104.01 ECVS: 13+99.94 EVCE: 5101.01 A.D. = 2.08 K = 34.74 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 14+00 15+00 16+00 17+00 18+00 18+50 5098.65 5095.65 5092.65 5089.65 5100.90 5100.15 5099.40 5097.90 5097.15 5096.40 5094.90 5094.15 5093.40 5091.90 5091.15 5090.40 5088.90 -3.00% PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 14+00 15+00 16+00 17+00 18+00 18+50 5098.49 5095.54 5092.71 5089.78 5100.73 5099.99 5099.24 5097.74 5096.99 5096.25 5094.83 5094.13 5093.42 5092.00 5091.28 5090.53 5089.03 -3.00% -2.83% -3.00% -2.89% PVI STA = 17+41.42 PVI ELEV = 5091.54 PVI STA = 15+71.34 PVI ELEV = 5096.35 PVI STA = 14+40.09 PVI ELEV = 5100.29 ECVS: 14+15.22 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 14+00 15+00 16+00 17+00 18+00 18+50 5097.98 5094.89 5091.70 5088.69 5100.23 5099.48 5098.73 5097.23 5096.48 5095.69 5094.09 5093.30 5092.50 5090.94 5090.19 5089.44 5087.94 -3.19% -3.00% -3.12% -3.00% PVI STA = 17+05.09 PVI ELEV = 5091.54 PVI STA = 14+23.01 PVI ELEV = 5100.29 PVI STA = 15+54.26 PVI ELEV = 5096.35 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R6 PLAN AND PROFILE BALTUSROL DRIVE /BALTUSROL COURT 47 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 R6 R8 R7 LINE MATCH STA 18+50 LEFT FLOWLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BALTUSROL DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R7 STA 18+50 RIGHT FLOWLINE BALTUSROL COURT SCALE : 1" = 40' (H) 1" = 5' (V) CENTERLINE BALTUSROL COURT SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE BALTUSROL COURT SCALE : 1" = 40' (H) 1" = 5' (V) EVCE: 5076.90 A.D. = 1.40 K = 35.71 75.0' VC PVI STA = 13+77.55 PVI ELEV = 5079.73 BCVS: 13+40.05 BVCE: 5080.67 ECVS: 14+15.05 EVCE: 5079.51 A.D. = 1.90 K = 39.47 PROPOSED GRADE EXISTING GROUND 5083.73 5083.53 5084.02 5084.40 5084.61 5084.75 5084.75 5084.55 5084.14 5083.55 5082.92 5082.30 5081.67 5081.05 5080.43 5079.95 5079.63 5079.45 5079.30 5079.15 5079.00 5078.85 5078.70 5078.55 5078.40 5078.25 5078.10 5077.95 5077.80 5077.65 5077.49 5077.19 5076.72 5076.47 PROPOSED GRADE EXISTING GROUND WINGED FOOT DR. SEE SHEET R2 ROYAL TROON AVE. SEE SHEET R8 30'  -  4.5' SIDEWALK CARNOUSTIE DR. 4.5' SIDEWALK 53' ROW WINGED FOOT DR. SEE SHEET R2 P P 9' UTILITY EASEMENT 9' UTILITY EASEMENT R20' R20' R20' R20' ROYAL TROON AVE. SEE SHEET R8 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT (TYP.) LOT 19 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 13 LOT 17 LOT 15 LOT 19 LOT 21 LOT 18 LOT 16 LOT 20 LOT 14 LOT 1 LOT 7 LOT 8 LOT 4 LOT 3 LOT 2 LOT 5 LOT 4 LOT 6 BLOCK 10 BLOCK 10 BLOCK 9 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 PROPOSED GRADE EXISTING GROUND 5083.30 5083.69 5083.98 5084.20 5084.35 5084.29 5083.98 5083.43 5082.78 5082.16 5081.53 5080.90 5080.28 5079.73 5079.33 5079.10 5078.95 5078.80 5078.64 5078.49 5078.33 5078.18 5078.02 5077.87 5077.71 5077.56 5077.41 5077.26 5077.11 5076.93 5076.68 -0.60% -0.60% -0.60% -0.62% -2.75% -2.50% 0.66% 1.00% 1.00% 1.80% 1.40% -1.00% -1.40% PVI STA = 10+16.83 PVI ELEV = 5083.15 PVI STA = 10+35.00 PVI ELEV = 5083.48 PVI STA = 10+61.05 PVI ELEV = 5083.84 PVI STA = 10+70.54 PVI ELEV = 5083.94 PVI STA = 10+92.62 PVI ELEV = 5084.16 PVI STA = 12+09.89 PVI ELEV = 5083.16 PVI STA = 14+55.60 PVI ELEV = 5078.76 PVI STA = 16+68.35 PVI ELEV = 5077.45 PVI STA = 17+20.33 PVI ELEV = 5077.13 PVI STA = 17+43.15 PVI ELEV = 5077.00 PVI STA = 17+81.58 PVI ELEV = 5076.61 PVI STA = 17+98.60 PVI ELEV = 5076.38 86.4' VC HP ELEV = 5084.36 HP STA = 11+31.50 PVI STA = 11+57.92 PVI ELEV = 5084.59 BVCS: 11+14.74 BVCE: 5084.30 EVCS: 12+01.11 EVCE: 5083.40 A.D. = 3.42 K = 25.27 75.0' VC PVI STA = 13+63.61 PVI ELEV = 5079.31 BCVS: 13+26.11 BVCE: 5080.25 ECVS: 14+01.11 EVCE: 5079.09 A.D. = 1.90 K = 39.47 PROPOSED GRADE EXISTING GROUND 5070 5075 5080 5085 5090 5095 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 5083.59 5083.83 5084.03 5084.17 5084.31 5084.35 5084.22 5083.92 5083.45 5082.85 5082.23 5081.60 5080.98 5080.35 5079.78 5079.37 5079.12 5078.96 5078.81 5078.67 5078.52 5078.38 5078.23 5078.08 5077.94 5077.79 5077.65 5077.50 5077.35 5077.20 5077.02 5076.77 5076.49 -2.00% 0.55% 1.04% -1.00% -2.29% -2.50% 0.90% 0.55% -0.60% -0.58% -0.60% -0.80% PVI STA = 10+16.83 PVI ELEV = 5083.50 PVI STA = 10+34.97 PVI ELEV = 5083.69 PVI STA = 10+70.55 PVI ELEV = 5084.01 PVI STA = 10+97.04 PVI ELEV = 5084.16 PVI STA = 12+37.76 PVI ELEV = 5083.16 PVI STA = 14+83.47 PVI ELEV = 5078.76 PVI STA = 17+09.38 PVI ELEV = 5077.45 PVI STA = 17+61.36 PVI ELEV = 5077.13 PVI STA = 17+74.37 PVI ELEV = 5077.03 PVI STA = 18+21.74 PVI ELEV = 5076.56 PVI STA = 18+39.56 PVI ELEV = 5076.20 103.6' VC HP ELEV = 5084.36 HP STA = 11+43.65 PVI STA = 11+75.40 PVI ELEV = 5084.59 BVCS: 11+23.58 BVCE: 5084.30 EVCS: 12+27.21 EVCE: 5083.40 A.D. = 2.84 K = 36.44 75.0' VC PVI STA = 13+91.48 PVI ELEV = 5079.31 BCVS: 13+53.98 BVCE: 5080.25 ECVS: 14+28.98 EVCE: 5079.09 A.D. = 1.90 K = 39.47 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER CENTERLINE CARNOUSTIE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R5 PLAN AND PROFILE CARNOUSTIE DRIVE 46 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 R5 LEFT FLOWLINE CARNOUSTIE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARNOUSTIE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) 5077.76 5077.13 5076.51 5075.88 5075.26 5074.63 5074.04 5073.58 5073.29 5073.13 5072.98 5072.83 5072.68 5072.53 5072.29 5071.87 5071.36 5071.67 PROPOSED GRADE EXISTING GROUND / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 53' ROW 30' - KIAWAH DR. WINGED FOOT DR. SEE SHEET R2 WINGED FOOT DR. SEE SHEET R3 TURNBERRY RD. SEE SHEET R12 P P STORM LINE B SEE SHEET ST2 R20' R20' R25' R25' 5' DRAINAGE AND GRADING EASEMENT (TYP.) 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT 31" DRIVE-OVER CURB AND GUTTER BLOCK 2 BLOCK 3 LOT 5 LOT 2 LOT 6 LOT 1 LOT 3 LOT 7 LOT 4 LOT 8 LOT 10 LOT 9 LOT 11 LOT 7 LOT 6 LOT 8 LOT 9 LOT 10 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 10' CONCRETE PAN TURNBERRY RD. SEE SHEET R12 31" DRIVE-OVER CURB AND GUTTER 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -1.00% -1.04% -2.50% -2.48% -2.50% -0.63% -0.60% -1.70% -2.10% PVI STA = 10+33.17 PVI ELEV = 5082.47 PVI STA = 16+26.98 PVI ELEV = 5071.53 PVI STA = 16+48.98 PVI ELEV = 5071.30 PVI STA = 11+73.48 PVI ELEV = 5079.25 PVI STA = 12+86.87 PVI ELEV = 5076.45 PVI STA = 15+60.65 PVI ELEV = 5072.16 PVI STA = 15+68.98 PVI ELEV = 5072.11 PVI STA = 10+50.11 PVI ELEV = 5082.18 PVI STA = 10+88.83 PVI ELEV = 5081.37 73.6' VC PVI STA = 14+24.00 PVI ELEV = 5073.02 BCVS: 13+87.22 BVCE: 5073.94 ECVS: 14+60.77 EVCE: 5072.79 A.D. = 1.87 K = 39.32 PROPOSED GRADE EXISTING GROUND 5082.19 5081.66 5081.09 5080.47 5079.84 5079.22 5078.60 5077.98 5077.36 5076.74 5076.12 5075.49 5074.87 5074.24 5073.64 5073.18 5072.87 5072.70 5072.54 5072.38 5072.23 5072.05 5071.80 5071.55 PROPOSED GRADE EXISTING GROUND 5065 5070 5075 5080 5085 5090 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 -4.10% -4.10% -3.70% -3.30% -2.90% -2.50% -2.53% -0.57% -0.60% -1.00% -1.40% -1.60% -2.50% PVI STA = 10+33.17 PVI ELEV = 5083.41 PVI STA = 10+48.83 PVI ELEV = 5082.77 PVI STA = 10+58.83 PVI ELEV = 5082.36 PVI STA = 10+68.83 PVI ELEV = 5081.99 PVI STA = 10+78.83 PVI ELEV = 5081.66 PVI STA = 10+88.83 PVI ELEV = 5081.37 PVI STA = 11+73.48 PVI ELEV = 5079.25 PVI STA = 12+84.62 PVI ELEV = 5076.45 PVI STA = 15+71.89 PVI ELEV = 5072.16 PVI STA = 15+80.22 PVI ELEV = 5072.11 PVI STA = 16+25.12 PVI ELEV = 5071.66 PVI STA = 16+38.22 PVI ELEV = 5071.48 PVI STA = 16+60.22 PVI ELEV = 5071.12 76.4' VC PVI STA = 14+21.75 PVI ELEV = 5073.02 BCVS: 13+83.52 BVCE: 5073.97 ECVS: 14+59.97 EVCE: 5072.80 A.D. = 1.93 K = 39.67 PROPOSED GRADE EXISTING GROUND 5082.72 5081.79 5081.09 5080.47 5079.84 5079.22 5078.58 5077.95 5077.32 5076.69 5076.06 5075.44 5074.81 5074.19 5073.60 5073.15 5072.87 5072.71 5072.57 5072.43 5072.28 5072.14 5071.91 5071.66 5071.29 PROPOSED GRADE EXISTING GROUND CENTERLINE KIAWAH DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD R4 PLAN AND PROFILE KIAWAH DRIVE 45 LEFT FLOWLINE KIAWAH DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE KIAWAH DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R4 5085.82 5085.20 5084.57 5083.95 5083.32 5082.70 5082.07 5081.45 5080.82 5080.20 5080.00 5080.75 / / / / / / / / / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / X X X E. DOUGLAS RD SEE SHEET R11 ROYAL TROON AVE. SEE SHEET R8 KIAWAH DR. SEE SHEET R4 WINGED FOOT DR. P P P 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) LOT 18 LOT 17 LOT 19 LOT 22 LOT 23 LOT 24 LOT 21 LOT 20 LOT 2 LOT 2 LOT 1 LOT 3 LOT 1 LOT 3 LOT 2 LOT 1 LOT 12 BLOCK 1 BLOCK 4 STORM LINE D SEE SHEET ST3 4.5' SIDEWALK 4.5' SIDEWALK R25' R25' R20' R20' 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 10' CONCRETE PAN SWALE NATURAL HABITAT BUFFER ZONE 31" DRIVE-OVER CURB AND GUTTER 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5085.53 5086.14 5086.78 5086.31 5083.71 5081.12 5085.38 5085.68 5085.83 5085.99 5086.30 5086.46 5086.62 5086.93 5086.94 5086.73 5085.69 5085.03 5084.37 5083.05 5082.40 5081.74 5080.59 5080.12 0.63% -1.71% -1.90% -2.63% -2.30% 0.60% PVI STA = 20+65.30 PVI ELEV = 5085.93 PVI STA = 24+89.48 PVI ELEV = 5081.36 PVI STA = 25+12.98 PVI ELEV = 5080.82 PVI STA = 25+46.28 PVI ELEV = 5080.18 PVI STA = 25+68.24 PVI ELEV = 5079.81 95.0' VC HP ELEV = 5086.96 HP STA = 22+38.27 PVI STA = 22+67.38 PVI ELEV = 5087.20 BVCS: 22+19.88 BVCE: 5086.90 EVCS: 23+14.88 EVCE: 5085.95 A.D. = 3.26 K = 29.11 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 19+50 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5085.53 5086.11 5086.66 5086.67 5084.55 5082.17 5079.95 5085.38 5085.68 5085.83 5085.98 5086.25 5086.39 5086.52 5086.79 5086.91 5086.88 5086.29 5085.74 5085.15 5083.96 5083.36 5082.77 5081.57 5080.98 5080.44 PVI STA = 25+93.31 PVI ELEV = 5080.08 PVI STA = 26+15.37 PVI ELEV = 5079.66 PVI STA = 25+60.10 PVI ELEV = 5080.74 PVI STA = 20+23.15 PVI ELEV = 5085.67 PVI STA = 20+65.30 PVI ELEV = 5085.93 PVI STA = 19+53.10 PVI ELEV = 5085.25 0.54% -2.00% -1.89% -2.38% 0.60% 0.60% 105.0' VC HP ELEV = 5086.92 HP STA = 22+57.80 PVI STA = 22+90.77 PVI ELEV = 5087.15 BVCS: 22+38.27 BVCE: 5086.87 EVCS: 23+43.27 EVCE: 5085.90 A.D. = 2.93 K = 35.89 CENTERLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) R3 PLAN AND PROFILE WINGED FOOT DRIVE 44 ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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+50 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER LEFT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) R2 R3 NORTH MATCH LINE SEE SHEET R3 STA 19+50 5087.94 5087.44 5086.94 5086.44 5085.94 5085.44 5084.94 5084.45 5084.04 5083.71 5083.45 5083.20 5082.95 5082.67 5082.28 5082.24 5082.60 5082.80 5082.95 5083.10 5083.25 5083.40 5083.55 5083.70 5083.85 5084.00 5084.15 5084.30 5084.45 5084.60 5084.75 5084.90 5085.05 5085.20 5085.35 5085.50 -2.20% 2.29% 0.60% -2.29% -2.00% -1.00% BETHPAGE DR. SEE SHEET R1 CARNOUSTIE DR. SEE SHEET R5 WINGED FOOT DR. P 30' - P BETHPAGE DR. SEE SHEET R1 5' DRAINAGE AND GRADING EASEMENT (TYP.) 5' DRAINAGE AND GRADING EASEMENT (TYP.) 53' R.O.W LOT 3 LOT 6 LOT 1 LOT 2 LOT 4 LOT 5 LOT 6 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 7 LOT 8 LOT 10 LOT 11 LOT 17 LOT 1 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 2 LOT 3 LOT 7 LOT 8 LOT 6 LOT 5 BLOCK 1 BLOCK 1 BLOCK 10 2' CONCRETE PAN 31" DRIVE-OVER CURB AND GUTTER 4.5' SIDEWALK 4.5' SIDEWALK 9' UTILITY EASEMENT 9' UTILITY EASEMENT R20' R20' R20' 2' CONCRETE PAN R20' 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 PVI STA = 10+39.42 PVI ELEV = 5087.74 PVI STA = 10+88.83 PVI ELEV = 5086.75 PVI STA = 13+58.66 PVI ELEV = 5082.45 PVI STA = 13+78.66 PVI ELEV = 5082.21 PVI STA = 14+06.16 PVI ELEV = 5081.96 PVI STA = 14+13.66 PVI ELEV = 5081.92 PVI STA = 14+31.16 PVI ELEV = 5082.01 PVI STA = 14+75.00 PVI ELEV = 5082.38 75.0' VC PVI STA = 12+49.16 PVI ELEV = 5083.54 BCVS: 12+11.66 BVCE: 5084.29 ECVS: 12+86.66 EVCE: 5083.17 A.D. = 1.00 K = 75.00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.52 5084.52 5083.03 5082.01 5082.53 5083.13 5083.73 5084.33 5084.93 5087.52 5087.02 5086.02 5085.52 5085.02 5084.04 5083.62 5083.29 5082.78 5082.53 5082.25 5081.98 5082.17 5082.38 5082.68 5082.83 5082.98 5083.28 5083.43 5083.58 5083.88 5084.03 5084.18 5084.48 5084.63 5084.78 5085.08 -0.50% -0.90% -1.20% -2.00% -2.00% 0.60% 0.50% 0.86% -1.00% 5075 5080 5085 5090 5095 5100 5075 5080 5085 5090 5095 5100 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.52 5084.52 5083.03 5082.14 5082.53 5083.13 5083.73 5084.33 5084.93 5087.92 5087.09 5086.02 5085.52 5085.02 5084.04 5083.62 5083.29 5082.78 5082.53 5082.31 5082.13 5082.25 5082.38 5082.68 5082.83 5082.98 5083.28 5083.43 5083.58 5083.88 5084.03 5084.18 5084.48 5084.63 5084.78 5085.08 -0.80% -0.50% 0.60% 0.50% -3.60% -3.20% -2.80% -2.40% -2.00% -1.00% PVI STA = 10+35.00 PVI ELEV = 5088.46 PVI STA = 13+91.99 PVI ELEV = 5082.18 PVI STA = 14+13.65 PVI ELEV = 5082.07 PVI STA = 14+68.65 PVI ELEV = 5082.35 PVI STA = 10+61.33 PVI ELEV = 5087.51 PVI STA = 10+68.83 PVI ELEV = 5087.27 PVI STA = 10+78.83 PVI ELEV = 5086.99 PVI STA = 10+88.83 PVI ELEV = 5086.75 PVI STA = 13+58.65 PVI ELEV = 5082.45 75.0' VC PVI STA = 12+49.16 PVI ELEV = 5083.54 BCVS: 12+11.66 BVCE: 5084.29 ECVS: 12+86.66 EVCE: 5083.17 A.D. = 1.00 K = 75.00 CENTERLINE WINGED FOOT DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R2 PLAN AND PROFILE WINGED FOOT DRIVE 43 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER LINE MATCH STA 19+50 R2 R3 LEFT FLOWLINE WINGED FOOT DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE WINGED FOOT DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 31" DRIVE-OVER CURB AND GUTTER 31" DRIVE-OVER CURB AND GUTTER ABANDONED WELL 10' CONCRETE PAN R25' R25' R20' R20' R20' R20' TRACT C ACCESS & DRAINAGE EASEMENT 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 -2.99% 2.20% 2.00% 1.00% 2.50% PVI STA = 10+00.00 PVI ELEV = 5085.46 PVI STA = 10+30.00 PVI ELEV = 5084.56 PVI STA = 10+35.00 PVI ELEV = 5084.39 PVI STA = 10+40.00 PVI ELEV = 5084.56 PVI STA = 18+15.92 PVI ELEV = 5098.13 PVI STA = 18+02.08 PVI ELEV = 5097.82 50.0' VC PVI STA = 10+90.00 PVI ELEV = 5085.56 BVCS: 10+65 BVCE: 5085.06 EVCS: 11+15 EVCE: 5085.81 A.D. = 1.00 K = 50.00 75.0' VC PVI STA = 14+59.29 PVI ELEV = 5089.25 BCVS: 14+21.79 BVCE: 5088.88 ECVS: 14+96.79 EVCE: 5090.19 A.D. = 1.50 K = 50.00 5085.46 5084.71 5084.76 5085.25 5085.64 5085.91 5086.16 5086.41 5086.66 5086.91 5087.16 5087.41 5087.66 5087.91 5088.16 5088.41 5088.66 5088.91 5089.24 5089.69 5090.27 5090.90 5091.52 5092.15 5092.77 5093.40 5094.02 5094.65 5095.27 5095.90 5096.52 5097.15 5097.77 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 1.00% 1.90% 1.50% 1.10% 1.10% 1.10% 2.50% 0.92% 2.30% 2.00% PVI STA = 10+35.00 PVI ELEV = 5084.20 PVI STA = 10+57.00 PVI ELEV = 5084.62 PVI STA = 10+94.17 PVI ELEV = 5085.17 PVI STA = 11+01.88 PVI ELEV = 5085.26 PVI STA = 12+25.12 PVI ELEV = 5086.39 PVI STA = 13+26.20 PVI ELEV = 5087.40 PVI STA = 13+89.67 PVI ELEV = 5088.10 PVI STA = 17+02.08 PVI ELEV = 5094.90 PVI STA = 17+61.31 PVI ELEV = 5096.27 PVI STA = 17+80.92 PVI ELEV = 5096.66 74.3' VC PVI STA = 14+61.46 PVI ELEV = 5088.89 BCVS: 14+24.28 BVCE: 5088.48 ECVS: 14+98.63 EVCE: 5089.82 A.D. = 1.40 K = 53.11 5084.48 5084.89 5085.24 5085.47 5085.70 5085.93 5086.16 5086.39 5086.64 5086.89 5087.14 5087.39 5087.66 5087.94 5088.21 5088.49 5088.82 5089.28 5089.85 5090.48 5091.10 5091.73 5092.35 5092.98 5093.60 5094.23 5094.85 5095.43 5096.01 5096.54 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 0.98% 1.00% 1.10% 1.00% 0.93% 2.50% 3.10% 3.70% 4.00% PVI STA = 10+35.00 PVI ELEV = 5084.60 PVI STA = 10+57.00 PVI ELEV = 5084.81 PVI STA = 11+01.88 PVI ELEV = 5085.26 PVI STA = 12+04.58 PVI ELEV = 5086.39 PVI STA = 13+05.66 PVI ELEV = 5087.40 PVI STA = 17+02.08 PVI ELEV = 5094.90 PVI STA = 17+22.08 PVI ELEV = 5095.52 PVI STA = 17+42.58 PVI ELEV = 5096.28 PVI STA = 17+80.92 PVI ELEV = 5097.82 75.7' VC PVI STA = 14+59.29 PVI ELEV = 5088.83 BCVS: 14+21.46 BVCE: 5088.48 ECVS: 14+97.11 EVCE: 5089.78 A.D. = 1.57 K = 48.28 5084.74 5084.99 5085.24 5085.51 5085.79 5086.06 5086.34 5086.59 5086.84 5087.09 5087.34 5087.58 5087.81 5088.05 5088.28 5088.52 5088.83 5089.28 5089.85 5090.48 5091.10 5091.73 5092.35 5092.98 5093.60 5094.23 5094.85 5095.63 5096.58 5097.58 EXISTING GROUND PROPOSED GRADE PROPOSED GRADE EXISTING GROUND KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE BETHPAGE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) R1 PLAN AND PROFILE BETHPAGE DRIVE 42 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 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 LEFT FLOWLINE BETHPAGE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BETHPAGE DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com R1 EXISTING RIGHT-OF-WAY SIGN LEGEND: PROPOSED STORM SEWER PROPOSED STREET LIGHT / / / / / / / / PROPOSED CURB & GUTTER EXISTING EDGE OF ASPHALT PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 6. SEE SHEETS INT1 - INT4 FOR INTERSECTION DETAILS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ST STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN LEGEND: PROPOSED CENTERLINE PROPOSED EDGE OF ASPHALT / / / / / / / / EXISTING STORM SEWER 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT (TYP.) STA 13+97.29 N: 150029.16 E: 204650.35 OUTLET D4 STA 13+63.79 N: 149995.67 E: 204649.97 FES D7 STA 10+00.00 N: 149971.92 E: 205012.93 425.00 LF 15" RCP @ 0.30% 327.41 LF 15" RCP @ 0.50% 33.50 LF 15" RCP @ 0.50% 128.86 LF 15" HDPE @ 0.50% 30.67 LF 15" RCP @ 0.50% 204.26 LF 15" HDPE @ 0.50% E. DOUGLAS ROAD E. DOUGLAS ROAD WINGED FOOT DR. POND 3 (WETLANDS) SWALE EXISTING WATERLINE TO BE VERIFIED BY CONTRACTOR PRIOR TO MOBILIZATION 12" ELCO WATERLINE (SEE PLANS BY OTHERS) 48'  -EOP 78' R.O.W 15' UTILITY EASEMENT UD UD UD 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" SS SD 78' R.O.W 30' - RIPRAP 53' R.O.W TRACT A DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT LOT 1 LOT 23 LOT 24 LOT 2 BLOCK 1 LOT 3 BLOCK 2 NATURAL HABITAT BUFFER ZONE (NHBZ) SWALE NHBZ SANITARY B4 RAIN GARDEN 3 SEE SHEET SS8 RAIN GARDEN 1 5065 5070 5075 5080 5085 5090 5095 5100 5065 5070 5075 5080 5085 5090 5095 5100 22+25 22+00 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+50 204.26 LF 15" HDPE @ 0.50% FES D7 STA 10+00.00 RIM 5074.7± INV. IN 5073.27 (W) 30.67 LF 15" RCP @ 0.50% 128.86 LF 15" HDPE @ 0.50% INLET D5 STA 12+34.93 FL. EL 5080.6± INV. IN 5074.45 (W) INV. OUT 5074.45 (E) INLET D6 STA 12+04.26 FL. EL 5080.5± INV. IN 5074.30 (W) INV. OUT 5074.30 (E) 33.50 LF 15" RCP @ 0.50% 327.41 LF 15" RCP @ 0.50% OUTLET D4 W/ ORIFICE PLATE STA 13+63.79 RIM 5077.4± INV. IN 5075.09 (N) INV. OUT 5075.09 (E) INLET D3 STA 13+97.29 FL. EL 5080.5± INV. IN 5075.26 (W) INV. OUT 5075.26 (S) 425.00 LF 15" RCP @ 0.30% INLET D2 STA 17+24.70 FL. EL 5081.0± INV. IN 5076.90 (W) INV. OUT 5076.90 (E) INLET D1 STA 21+49.70 FL. EL 5081.9± INV. OUT 5078.17 (E) 8" PVC STA.=12+25.61 INV.=5072.00 (WATER LINE LOWERING) 1.5' Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD ST3 PLAN & PROFILE STORM LINE D 41 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: STORM LINE D PROPOSED GROUND EXISTING GROUND CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND 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. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 8. STORM LINES A, B. C, D, E, AND F ARE TO BE PUBLICLY OWNED AND MAINTAINED. 9. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 10. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR TEMPORARY AND PERMANENT CONTROL MEASURES. 11. SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE. INLET SUMMARY INLET ID TYPE A2 CDOT TYPE C C1 CURB INLET-4 FT D1 DOUBLE CURB INLET D2 DOUBLE CURB INLET D3 DOUBLE CURB INLET D4 AREA INLET D5 CURB INLET-4 FT D6 CURB INLET-4 FT E1 CURB INLET-4 FT EXISTING PUMP HOUSE STRM D PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS PAN TRACT C ACCESS & DRAINAGE EASEMENT NO. 8 DITCH 5055 5060 5065 5070 5075 5080 5085 5090 5055 5060 5065 5070 5075 5080 5085 5090 12+50 12+00 11+00 10+00 9+50 208.09 LF 24" RCP @ 0.50% FES B2 STA 10+00.00 INV. 5065.19 (N) HEADWALL B1 STA 12+08.09 INV. 5066.23 (S) EXISTING GROUND PROPOSED GROUND 8" PVC STA.=11+70.50 INV.=5063.61 (WATER LINE LOWERING) 8" PVC STA.=11+60.50 INV.=5060.66 X X X X W W W W W W W 14"W 1976 (AC) 72' ROW 50'  - EOP POND 1 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W INLET C1 STA 10+90.33 N: 149150.61 E: 205379.76 90.33 LF 15" RCP @ 2.00% FES C2 STA 10+00.00 N: 149151.63 E: 205289.43 SANITARY OFFSITE SEWER SEE SHEET OS3 16" ELCO WATERLINE (SEE PLANS BY OTHERS) TURNBERRY ROAD EXISTING 14" ELCO AC WATERLINE 15' UTILITY EASEMENT RIPRAP 2' CONCRETE PAN SUBDRAIN B SEE SHEET SD2 TRACT C ACCESS & DRAINAGE EASEMENT 5055 5060 5065 5070 5075 5080 5085 5090 5055 5060 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 EXISTING GROUND PROPOSED GROUND 90.33 LF 15" RCP @ 2.00% FES C2 STA 10+00.00 INV. 5061.20 (E) INLET C1 STA 10+90.33 FL. EL 5069.5± INV. OUT 5063.01 (W) 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 9+50 10+00 11+00 11+50 60.13 LF 15" RCP @ 3.00% INLET E1 STA 10+60.13 FL. EL 5068.2± INV. OUT 5063.56 (W) FES E2 STA 10+00.00 INV. 5061.76 (E) EXISTING GROUND PROPOSED GROUND X X X X X X X X X X OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W / / / / / / / / 15" SS 15" SS 15" SS 15" SS 15" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W STORM LINE A SEE SHEET ST1 DEPTH GAUGE TRACT C ACCESS & DRAINAGE EASEMENT 2' CONCRETE PAN POND 1 SANITARY SEWER A SEE SHEET SS1 SUBDRAIN A SEE SHEET SD1 SANITARY OFFSITE SEWER SEE SHEET OS3 SUBDRAIN B SEE SHEET SD2 72' R.O.W EXISTING 14" ELCO AC WATERLINE 16" ELCO WATERLINE (SEE PLANS BY OTHERS) TURNBERRY ROAD 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT FES E2 STA 10+00.00 N: 148803.94 E: 205315.32 60.13 LF 15" RCP @ 3.00% INLET E1 STA 10+60.13 N: 148803.28 E: 205375.45 15' UTILITY EASEMENT RIPRAP KEYMAP DOUGLAS RD TURNBERRY RD Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ST2 PLAN AND PROFILE STORM LINE B, C, AND E 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 PROFILE SCALE: NORTH STORM LINE B STRM B ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: NORTH PROFILE SCALE: 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND 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. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 8. STORM LINES A, B. C, D, E, AND F ARE TO BE PUBLICLY OWNED AND MAINTAINED. 9. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 10. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR TEMPORARY AND PERMANENT CONTROL MEASURES. 11. SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE. INLET SUMMARY INLET ID TYPE A2 CDOT TYPE C C1 CURB INLET-4 FT D1 DOUBLE CURB INLET D2 DOUBLE CURB INLET D3 DOUBLE CURB INLET D4 AREA INLET D5 CURB INLET-4 FT D6 CURB INLET-4 FT E1 CURB INLET-4 FT NORTH STORM LINE C STORM LINE E STRM C STRM E PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS 5060 5065 5070 5075 5080 5085 5045 5050 5055 5060 5065 5070 5075 5080 5085 13+00 12+00 11+00 10+00 9+50 OUTFALL A2 STA 11+69.20 FL. EL 5060.1± INV. OUT 5056.89 (E) 169.20 LF 24" RCP @ 1.70% FES A1 STA 10+00.00 INV. 5054.01 (W) PROPOSED GRADE EXISTING GROUND 18.20" X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE / / / / / / / / ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W / / / / / / / / 15" SS 15" SS 15" SS 15" SS 15" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W TURNBERRY ROAD EXISTING 24" CMP 2' CONCRETE PAN POND 1 SANITARY SEWER A SEE SHEET SS1 SUBDRAIN A SEE SHEET SD1 SANITARY OFFSITE SEWER SEE SHEET OS3 72' R.O.W EXISTING 14" ELCO AC WATERLINE 16" ELCO WATERLINE (SEE PLANS BY OTHERS) 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT 15' UTILITY EASEMENT STORM LINE E SEE SHEET ST2 TRACT C ACCESS & DRAINAGE EASEMENT FES F1 STA 10+60.12 N: 148738.90 E: 205350.08 FES F2 STA 10+00.00 N: 148787.89 E: 205315.23 60.12 LF 24" HDPE @ 2.00% 5045 5050 5055 5060 5065 5070 5075 5080 5085 5045 5050 5055 5060 5065 5070 5075 5080 5085 9+50 10+00 10+75 FES F2 STA 10+00.00 INV. 5061.74 (SE) 60.12 LF 24" HDPE @ 2.00% FES F1 STA 10+60.12 INV. 5062.94 (NW) PROPOSED GRADE EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com ST1 PLAN AND PROFILE STORM LINE A AND F 39 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 STORM LINE A KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: NORTH STRM A 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G 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. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3. PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND 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. CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 8. STORM LINES A, B. C, D, E, AND F ARE TO BE PUBLICLY OWNED AND MAINTAINED. 9. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 10. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORTS FOR TEMPORARY AND PERMANENT CONTROL MEASURES. 11. SEE DETAIL SHEET EC2 FOR RIPRAP SCHEDULE. INLET SUMMARY INLET ID TYPE A2 CDOT TYPE C C1 CURB INLET-4 FT D1 DOUBLE CURB INLET D2 DOUBLE CURB INLET D3 DOUBLE CURB INLET D4 AREA INLET D5 CURB INLET-4 FT D6 CURB INLET-4 FT E1 CURB INLET-4 FT ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: STORM LINE F STRM F PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS PUBLICLY OWNED AND MAINTAINED BY CITY OF FORT COLLINS SEE SHEET SS7 SANITARY LINE A5-1 SEE SHEET SS5 30' - 53' R.O.W 5065 5070 5075 5080 5085 5090 5095 5065 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 14+00 14+50 160.51 LF 6" HDPE @ 0.50% SD CO C2 STA ??? RIM 5081.2± INV. IN 5071.36 (W) INV. IN 5071.36 (E) INV. OUT 5071.36 (S) 260.01 LF 6" HDPE @ 0.50% SD CO C3 STA ??? RIM 5083.0± INV. OUT 5072.66 (W) SD 6''x6'' TEE C1 STA 10+00.00 RIM 5082.0± INV. IN 5070.56 (E) INV. IN 5070.56 (N) INV. OUT 5070.56 (W) 160.51 LF 6" PERFORATED HDPE @ 0.50% SD CO C2 STA 11+60.51 RIM 5081.2± INV. IN 5071.36 (W) INV. IN 5071.36 (E) INV. OUT 5071.36 (S) 260.01 LF 6" PERFORATED HDPE @ 0.50% SD CO C3 STA 14+20.52 RIM 5083.0± INV. OUT 5072.66 (W) 8" PVC STA.=10+12.01 INV.=5076.77 PROPOSED GROUND EXISTING GROUND 5065 5070 5075 5080 5085 5090 5095 5065 5070 5075 5080 5085 5090 5095 13+50 13+00 12+00 11+00 10+00 9+50 297.12 LF 6" PERFORATED HDPE @ 0.50% SD CO C2.1 STA 12+97.12 RIM 5086.9± INV. OUT 5072.85 (E) SD CO C2 STA 10+00.00 RIM 5081.2± INV. IN 5071.36 (W) INV. IN 5071.36 (E) INV. OUT 5071.36 (S) PROPOSED GROUND EXISTING GROUND W W W W W W W W W W E E E E E E E E E E E 8" W 8" W 8" W 8" W 8" W 8" W UD UD UD 8" W SD SD SD SD SD SD SD SD SD SD SD SD 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 SD SD SD SD SD SD SD SD SD SD 297.12 LF 6" HDPE @ 0.50% SD CO C2.1 STA 12+97.12 N: 149839.89 E: 203543.09 SD CO C2 STA 10+00.00 N: 149836.53 E: 203840.20 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BETHPAGE DR. WINGED FOOT DR. BLOCK 1 SANITARY LINE A5-1 SEE SHEET SS5 SANITARY LINE A5-1.5 SEE SHEET SS7 53' R.O.W 30' - 30' - 53' R.O.W Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SD3 PLAN AND PROFILE SUBDRAIN C AND C2 38 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL 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 SUBDRAIN C PROFILE SCALE: KEYMAP DOUGLAS RD TURNBERRY RD SUBDRAIN C2 PROFILE SCALE: SD C2 SD C NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 7. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 8. 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. 9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B, AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER W W W W W W W W W W X X X X X X G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD UD UD SD SD 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" W 8" W SD CO A2 STA 20+52.82 N: 148762.14 E: 204838.00 399.06 LF 6" HDPE @ 0.30% 218.39 LF 6" HDPE @ 0.30% SD CO A3 STA 22+71.22 N: 148932.25 E: 204701.05 SD CO A4 STA 23+24.97 N: 148930.87 E: 204647.32 SD CO A5 STA 27+22.25 N: 148972.80 E: 204252.25 53.75 LF 6" HDPE @ 0.30% 397.29 LF 6" HDPE @ 0.30% SANITARY LINE A SEE SHEET SS1 LOT 2 LOT 1 LOT 13 LOT 12 TRACT C ACCESS & DRAINAGE EASEMENT 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT EXISTING GRAVEL ROAD Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SD2 PLAN AND PROFILE SUBDRAIN A 37 KEYMAP DOUGLAS RD TURNBERRY RD SUBDRAIN A SD A BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL 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 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 7. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 8. 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. 9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B, AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER MATCH LINE SEE SHEET SD1 STA 17+00 BOXELDER ACCESS ROAD LINE MATCH STA 17+00 SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W SD CO A1 STA 16+53.76 N: 148754.88 E: 205237.00 OUTFALL A2 (SD) STA 10+00.00 N: 149404.35 E: 205311.71 653.76 LF 6" HDPE @ 0.40% STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 TRACT C ACCESS & DRAINAGE EASEMENT 2' CONCRETE PAN STORM LINE F SEE SHEET ST1 STORM LINE A SEE SHEET ST1 X W W W W W W W W 14"W 1976 (AC) 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD SD SD CO B1 STA 13+12.65 N: 149648.72 E: 205245.40 SD B2 CO STA 12+43.60 N: 149647.94 E: 205314.43 OUTFALL A2 (SD) 69.04 LF 6" HDPE @ 0.10% 243.60 LF 6" HDPE @ 1.26% KIAWAH DR. TURNBERRY ROAD SANITARY SEWER B SEE SHEET SS8 STORM LINE B SEE SHEET ST2 LOT 8 LOT 9 LOT 10 LOT 1 LOT 2 LOT 3 BLOCK 2 BLOCK 3 OUTFALL A2 (SD) STA 10+00.00 N: 149404.35 E: 205311.71 5055 5060 5065 5070 5075 5080 5085 5090 5055 5060 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 13+00 13+50 243.60 LF 6" HDPE @ 1.26% SD B2 CO STA 12+43.60 RIM 5072.3± INV. IN 5059.95 (W) INV. OUT 5059.95 (S) 69.04 LF 6" PERFORATED HDPE @ 0.10% SD CO B1 STA 13+12.65 RIM 5072.7± INV. IN 5060.02 (W) INV. OUT 5060.02 (E) EXISTING GROUND PROPOSED GROUND SUBDRAIN B BECOMES TYPICAL AFTER SD CO B1. SEE DETAIL FOR MORE INFORMATION OUTFALL A2 (SD) STA 10+00.00 RIM 5059.6± INV. IN 5056.89 (N) INV. IN 5056.89 (S) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com SD1 PLAN AND PROFILE SUBDRAIN B AND A 36 PROFILE SCALE: KEYMAP DOUGLAS RD TURNBERRY RD SUBDRAIN A SD A BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL 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 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 7. ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 8. 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. 9. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 10. ALL SUBDRAINS ARE TO BE PUBLICLY OWNED AND MAINTAINED. STORM LINES A, B, AND D ARE ALSO TO TO BE PUBLICLY OWNED AND MAINTAINED. RAIN GARDEN UNDERDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER LINE MATCH STA 17+00 PROFILE SCALE: SUBDRAIN B MATCH LINE SEE SHEET SD2 STA 17+00 LOT 23 LOT 24 LOT 21 LOT 2 LOT 3 LOT 8 LOT 10 LOT 11 LOT 1 TRACT A DRAINAGE LOT 9 BLOCK 3 BLOCK 1 STORM LINE D SEE SHEET ST3 SANITARY SEWER B SEE SHEET SS8 9 UTILITY EASEMENT 9 UTILITY EASEMENT 30' - 53' R.O.W 5065 5070 5075 5080 5085 5090 5095 5100 5065 5070 5075 5080 5085 5090 5095 5100 11+00 10+00 9+50 SSMH B4 STA 10+00.00 RIM 5083.9± INV. IN 5071.47 (N) INV. IN 5071.47 (SW) INV. OUT 5071.27 (E) 72.53 LF 8" PVC @ 0.50% SSMH B4-1 STA 10+72.53 RIM 5082.2± INV. OUT 5071.83 (S) 8" PVC STA.=10+10.12 INV.=5077.68 SUBDRAIN PROPOSED GROUND EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SANITARY SEWER B4 PROFILE SCALE: SS9 PLAN AND PROFILE SANITARY SEWER B4 35 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 SAN B4 S S S S S S S S S S S 16" W 16" W 16" W 16" W 16" W 16" W 16" W A.V. 8" W 8" W 8" W 8" W 8" W 8" W 8" W SD 8" SS 8" SS 8" SS SD SD SD SD SD 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 SD SD SD SD SD SD SD SD SD SD W W W W W W W 14"W 1976 (AC) KIAWAH DR. TURNBERRY ROAD WINGED FOOT DR. SSMH OS12 STA 10+00.00 N: 149648.70 E: 205424.38 178.64 LF 8" PVC @ 0.50% SSMH B1 STA 11+78.64 N: 149650.72 E: 205245.75 102.87 LF 8" PVC @ 0.50% SSMH B2 STA 12+81.52 N: 149684.86 E: 205148.71 239.82 LF 8" PVC @ 2.00% SSMH B3 STA 15+21.33 N: 149791.54 E: 204933.92 169.63 LF 8" PVC @ 2.50% SSMH B4 STA 16+90.96 N: 149855.42 E: 204776.79 111.98 LF 8" PVC @ 2.50% SSMH B5 STA 18+02.94 N: 149762.25 E: 204714.67 111.80 LF 8" PVC @ 0.50% SSMH B6 STA 19+14.75 N: 149696.75 E: 204624.06 40.63 LF 8" PVC @ 0.50% SSMH B7 STA 19+55.38 N: 149686.17 E: 204584.83 30' - 53' R.O.W SANITARY SEWER B4 SEE SHEET SS9 SANITARY SEWER OFFSITE SEE SHEET OS4 LOT 19 LOT 22 LOT 23 LOT 21 LOT 20 LOT 2 LOT 4 LOT 3 LOT 5 LOT 8 LOT 7 LOT 9 LOT 10 LOT 1 LOT 2 LOT 3 LOT 4 LOT 8 LOT 10 LOT 11 LOT 2 LOT 1 LOT 3 LOT 6 LOT 1 LOT 2 LOT 1 LOT 7 LOT 6 LOT 5 LOT 7 TRACT B ACCESS & DRAINAGE EASEMENT TRACT A DRAINAGE EASEMENT LOT 9 BLOCK 3 BLOCK 2 SANITARY SEWER A5-1.5 SEE SHEET SS7 BLOCK 1 STORM LINE B SEE SHEET ST2 9' UTILITY EASEMENT 9' UTILITY EASEMENT 5055 5060 5065 5070 5075 5080 5085 5090 5095 5100 5055 5060 5065 5070 5075 5080 5085 5090 5095 5100 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH OS12 STA 10+00.00 RIM 5071.6± INV. IN 5060.23 (N) INV. IN 5060.22 (W) INV. OUT 5060.03 (S) 178.64 LF 8" PVC @ 0.50% SSMH B1 STA 11+78.64 RIM 5072.7± INV. IN 5061.32 (W) INV. OUT 5061.12 (E) 102.87 LF 8" PVC @ 0.50% SSMH B2 STA 12+81.52 RIM 5073.6± INV. IN 5062.03 (NW) INV. OUT 5061.83 (E) 239.82 LF 8" PVC @ 2.00% SSMH B3 STA 15+21.33 RIM 5079.6± INV. IN 5067.03 (W) INV. OUT 5066.83 (SE) 169.63 LF 8" PVC @ 2.50% SSMH B4 STA 16+90.96 RIM 5083.9± INV. IN 5071.47 (N) INV. IN 5071.47 (SW) INV. OUT 5071.27 (E) 111.98 LF 8" PVC @ 2.50% SSMH B5 STA 18+02.94 RIM 5086.6± INV. IN 5074.47 (SW) INV. OUT 5074.27 (NE) 111.80 LF 8" PVC @ 0.50% SSMH B6 STA 19+14.75 RIM 5087.0± INV. IN 5075.23 (W) INV. OUT 5075.03 (NE) 40.63 LF 8" PVC @ 0.50% SSMH B7 STA 19+55.38 RIM 5086.9± INV. OUT 5075.43 (E) SUBDRAIN SUBDRAIN SUBDRAIN 24" RCP STA.=10+87.59 INV.=5065.99 16" PVC STA.=10+32.00 INV.=5065.55 14" AC STA.=10+26.91 INV.=5066.50 PROPOSED GROUND EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SANITARY SEWER B PROFILE SCALE: SAN B SS8 PLAN AND PROFILE SANITARY SEWER B 34 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 53' R.O.W 30' - W S S S W W W S S S S SSS S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S W S S S S W 8" W 8" SS 8" SS 8" SS SD SD SD SD IR 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 S 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD A.V. WINGED FOOT DR. ROYAL TROON AVE. WINGED FOOT DR. B LOT 3 LOT 6 LOT 4 LOT 5 LOT 6 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 7 LOT 8 LOT 10 LOT 11 LOT 17 LOT 18 LOT 19 LOT 20 LOT 3 LOT 2 LOT 1 LOT 1 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 2 LOT 3 BLOCK 10 SSMH A5-1.5-2 STA 18+01.07 N: 149670.60 E: 204497.39 401.03 LF 8" PVC @ 0.50% SSMH A5-1.5-1 STA 14+00.04 N: 149675.12 E: 204096.38 400.04 LF 8" PVC @ 0.50% SSMH A5-1.5 STA 10+00.00 N: 149679.65 E: 203696.37 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY LINE A5 SEE SHEET SS4 SANITARY LINE A5-1 SEE SHEET SS5 10' 8" W 8" W 8" W 8" W 8" W 8" SS SD SD SD SD W W W W S S S S S W W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD SD SD BETHPAGE DR. W W W W W W W W E E E E E E E LOT 3 LOT 4 LOT 2 LOT 1 LOT 2 LOT 7 LOT 6 SSMH A5-1.6 STA 10+00.00 N: 149682.73 E: 203423.01 55.12 LF 8" PVC @ 2.00% SSMH A5-1.6-1 STA 10+55.12 N: 149737.85 E: 203423.64 SANITARY LINE A5-1 SEE SHEET SS6 30'  - 53' R.O.W 5070 5075 5080 5085 5090 5095 5100 5105 5070 5075 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 SSMH A5-1.6-1 STA 10+55.12 RIM 5088.2± INV. OUT 5077.84 (S) 55.12 LF 8" PVC @ 2.00% SSMH A5-1.6 STA 21+08.37 RIM 5089.0± INV. IN 5076.73 (S) INV. IN 5076.73 (N) INV. OUT 5076.53 (E) SUBDRAIN PROPOSED GROUND PROPOSED GRADE Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SS7 PLAN AND PROFILE SANITARY SEWER A5-1.5 & A5-1.6 33 SANITARY SEWER A5-1.5 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: SANITARY SEWER A5-1.6 NORTH NORTH SAN A5-1.6 SAN A5-1.5 SD SD SD SD A.V. BETHPAGE DR. WINGED FOOT DR. W W W W W E E E E E LOT 9 LOT 3 LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 4 LOT 5 LOT 1 LOT 7 LOT 8 LOT 4 LOT 6 LOT 5 BLOCK 9 SSMH A5-1.3 STA 16+49.72 N: 149501.60 E: 203728.42 80.29 LF 8" PVC @ 0.50% SSMH A5-1.4 STA 17+30.01 N: 149574.66 E: 203695.12 105.00 LF 8" PVC @ 1.00% SSMH A5-1.5 STA 18+35.00 N: 149679.65 E: 203696.37 273.37 LF 8" PVC @ 2.00% SSMH A5-1.6 STA 21+08.37 N: 149682.73 E: 203423.01 265.77 LF 8" PVC @ 2.00% 273.37 LF 8" PVC @ 2.00% 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 10' 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 SD SD SD SD SD SD SD S S S S S S W W W W W W W W W W S S S S S W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS SD SD BETHPAGE DR. BALTUSROL DR. W W W W W W E E E E E E E AW LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 1 SSMH A5-1.6 STA 21+08.37 N: 149682.73 E: 203423.01 265.77 LF 8" PVC @ 2.00% SSMH A5-1.7 STA 23+74.14 N: 149416.98 E: 203420.01 273.37 LF 8" PVC @ 2.00% 53' R.O.W 30' - SANITARY LINE A5-1.6 SEE SHEET SS7 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 10' 5065 5070 5075 5080 5085 5090 5095 5100 5065 5070 5075 5080 5085 5090 5095 5100 21+00 20+00 19+00 18+00 105.00 LF 8" PVC @ 1.00% SSMH A5-1.5 STA 18+35.00 RIM 5083.7± INV. IN 5071.07 (W) INV. IN 5071.07 (E) INV. OUT 5070.87 (S) 273.37 LF 8" PVC @ 2.00% SUBDRAIN PROPOSED GROUND EXISTING GROUND 5075 5080 5085 5090 5095 5100 5105 5110 5075 5080 5085 5090 5095 5100 5105 5110 24+00 23+00 22+00 21+00 SSMH A5-1.6 STA 21+08.37 RIM 5089.0± INV. IN 5076.73 (S) INV. IN 5076.73 (N) INV. OUT 5076.53 (E) 265.77 LF 8" PVC @ 2.00% SSMH A5-1.7 STA 23+74.14 RIM 5095.2± INV. OUT 5082.05 (N) SUBDRAIN PROPOSED GROUND EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SS6 PLAN AND PROFILE SANITARY SEWER A5-1 32 SANITARY SEWER A5-1 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: NORTH NORTH MATCH LINE SEE SHEET SS6 STA 21+00 MATCH LINE SEE SHEET SS5 STA 22+00 MATCH LINE SEE SHEET SS6 STA 22+00 LINE MATCH STA 18+00 LINE MATCH STA 21+00 LINE MATCH STA 21+00 SAN A5-1 SAN A5-1 W W W W W W W W W W W W W W S S S S S S S S S W W W W S S S SSS S S S S W W W W W W W S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD IR 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 SD SD SD SD SD SD SD A.V. CARNOUSTIE DR. WINGED FOOT DR. LOT 13 LOT 12 LOT 15 LOT 17 LOT 19 LOT 21 LOT 18 LOT 16 LOT 20 LOT 14 LOT 9 TRACT E ACCESS & DRAINAGE EASEMENT LOT 3 LOT 1 LOT 2 LOT 7 LOT 8 LOT 9 LOT 1 LOT 4 LOT 19 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 3 LOT 2 LOT 7 LOT 8 LOT 4 LOT 3 LOT 6 LOT 5 LOT 10 LOT 11 LOT 44 BLOCK 10 BLOCK 9 BLOCK 9 SSMH A5-1 STA 12+38.20 N: 149205.38 E: 204292.73 226.48 LF 8" PVC @ 0.50% SSMH A5-1.1 STA 12+26.48 N: 149256.66 E: 204072.13 72.86 LF 8" PVC @ 0.50% SSMH A5-1.2 STA 12+99.35 N: 149288.69 E: 204006.68 350.37 LF 8" PVC @ 0.50% SSMH A5-1.3 STA 16+49.72 N: 149501.60 E: 203728.42 80.29 LF 8" PVC @ 0.50% SSMH A5-1.4 STA 17+30.01 N: 149574.66 E: 203695.12 105.00 LF 8" PVC @ 1.00% SSMH A5-1.5 STA 18+35.00 N: 149679.65 E: 203696.37 273.37 LF 8" PVC @ 2.00% SSMH A5-1.6 STA 21+08.37 N: 149682.73 E: 203423.01 265.77 LF 8" PVC @ 2.00% 273.37 LF 8" PVC @ 2.00% 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY SEWER A5 SEE SHEET SS4  -  53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 10' 10' 5060 5065 5070 5075 5080 5085 5090 5095 5060 5065 5070 5075 5080 5085 5090 5095 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 226.48 LF 8" PVC @ 0.50% SSMH A5-1.1 STA 12+26.48 RIM 5078.2± INV. IN 5066.70 (NW) INV. OUT 5066.50 (E) 72.86 LF 8" PVC @ 0.50% SSMH A5-1.2 STA 12+99.35 RIM 5078.7± INV. IN 5067.26 (NW) INV. OUT 5067.06 (SE) 350.37 LF 8" PVC @ 0.50% SSMH A5-1.3 STA 16+49.72 RIM 5084.3± INV. IN 5069.22 (NW) INV. OUT 5069.01 (SE) 80.29 LF 8" PVC @ 0.50% SSMH A5-1.4 STA 17+30.01 RIM 5084.5± INV. IN 5069.82 (N) INV. OUT 5069.62 (SE) SSMH A5-1 STA 10+00.00 RIM 5076.6± INV. IN 5065.37 (W) INV. IN 5065.37 (N) INV. OUT 5065.17 (S) SUBDRAIN SUBDRAIN PROPOSED GROUND EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SS5 PLAN AND PROFILE SANITARY SEWER A5-1 31 SANITARY SEWER A5-1 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD NORTH MATCH LINE SEE SHEET SS6 STA 18+00 LINE MATCH STA 22+00 SAN A5-1 S S S S S S S S S S W W W W W W W W W W W W W S S S S S S S S S S W S W W 8" W 8" W 8" SS IR 8" SS 8" SS 8" SS 8" SS SD SD 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD WINGED FOOT DR. ROYAL TROON AVE. B SSMH A5 STA 10+00.00 N: 148971.28 E: 204248.68 238.20 LF 8" PVC @ 0.50% SSMH A5-1 STA 12+38.20 N: 149205.38 E: 204292.73 109.20 LF 8" PVC @ 0.50% SSMH A5-2 STA 13+47.40 N: 149309.06 E: 204326.99 102.64 LF 8" PVC @ 0.50% SSMH A5-3 STA 14+50.04 N: 149397.03 E: 204379.87 127.63 LF 8" PVC @ 0.50% SSMH A5-4 STA 15+77.67 N: 149521.21 E: 204409.36 85.07 LF 8" PVC @ 4.00% SSMH A5-5 STA 17+70.11 N: 149606.27 E: 204410.32 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT SANITARY SEWER A5-1.5 SEE SHEET SS7 SANITARY SEWER A5-1 SEE SHEET SS5 SANITARY SEWER A SEE SHEET SS1 LOT 22 LOT 21 LOT 12 LOT 20 TRACT E ACCESS & DRAINAGE EASEMENT LOT 16 LOT 15 LOT 14 LOT 13 LOT 18 LOT 17 LOT 19 LOT 2 LOT 1 LOT 3 LOT 3 LOT 4 LOT 1 LOT 2 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 12 LOT 11 LOT 10 LOT 9 LOT 13 LOT 14 BLOCK 5 10' 5060 5065 5070 5075 5080 5085 5090 5095 5060 5065 5070 5075 5080 5085 5090 5095 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH A5-2 STA 13+47.40 RIM 5077.2± INV. IN 5066.11 (NE) INV. OUT 5065.91 (S) 109.20 LF 8" PVC @ 0.50% SSMH A5-1 STA 12+38.20 RIM 5076.6± INV. IN 5065.37 (W) INV. IN 5065.37 (N) INV. OUT 5065.17 (S) 238.20 LF 8" PVC @ 0.50% SSMH A5 STA 10+00.00 RIM 5075.2± INV. IN 5063.98 (SW) INV. IN 5063.98 (N) INV. OUT 5063.78 (E) SSMH A5-5 STA 17+70.11 RIM 5083.7± INV. OUT 5071.07 (S) 85.07 LF 8" PVC @ 4.00% SSMH A5-4 STA 15+77.67 RIM 5080.7± INV. IN 5067.66 (N) INV. OUT 5067.46 (S) 127.63 LF 8" PVC @ 0.50% SSMH A5-3 STA 14+50.04 RIM 5077.9± INV. IN 5066.83 (N) INV. OUT 5066.63 (SW) 102.64 LF 8" PVC @ 0.50% SUBDRAIN SUBDRAIN 8" PVC STA.=12+48.39 INV.=5071.39 PROPOSED GROUND EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SS4 PLAN AND PROFILE SANITARY SEWER A5 30 SANITARY SEWER A5 ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD SAN A5 LOT 6 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 LOT 21 BLOCK 6 BLOCK 7 BLOCK 6 92.73 LF 8" PVC @ 3.00% SSMH A11 STA 31+52.33 N: 149296.77 E: 203451.86 121.72 LF 8" PVC @ 3.00% SSMH A12 STA 32+74.05 N: 149298.11 E: 203330.14 123.73 LF 8" PVC @ 3.00% SSMH A13 STA 33+97.78 N: 149278.87 E: 203207.92 128.16 LF 8" PVC @ 3.00% SSMH A14 STA 35+25.94 N: 149220.39 E: 203093.88 152.47 LF 8" PVC @ 3.00% SSMH A15 STA 36+78.41 N: 149129.88 E: 202971.18 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT BALTUSROL CT. 5085 5090 5095 5100 5105 5110 5115 5120 5085 5090 5095 5100 5105 5110 5115 5120 37+00 36+00 35+00 34+00 33+00 123.73 LF 8" PVC @ 3.00% SSMH A13 STA 33+97.78 RIM 5105.9± INV. IN 5092.72 (SW) INV. OUT 5092.52 (E) 128.16 LF 8" PVC @ 3.00% SSMH A14 STA 35+25.94 RIM 5110.0± INV. IN 5096.76 (SW) INV. OUT 5096.56 (NE) 152.47 LF 8" PVC @ 3.00% SSMH A15 STA 36+78.41 RIM 5113.5± INV. OUT 5101.34 (NE) SUBDRAIN SUBDRAIN Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SANITARY SEWER A ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: MATCH LINE SEE SHEET SS2 STA 33+50 LINE MATCH STA 33+00 SAN A SS3 PLAN AND PROFILE SANITARY SEWER A 29 S S S S S S S S S S S W W W W W W W W W S S S S S S S S S W W W W W W W W W S S S S S S S S S W W W W W W W S S S W W W S S S W W W W W W S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W S W W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SANITARY SEWER A5 SEE SHEET SS4 LOT 29 LOT 20 LOT 19 LOT 18 LOT 17 LOT 14 LOT 16 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 13 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 LOT 34 LOT 33 LOT 32 LOT 28 LOT 22 LOT 27 LOT 23 LOT 31 LOT 21 LOT 24 LOT 25 LOT 26 LOT 30 LOT 1 BLOCK 6 BLOCK 6 BLOCK 9 BLOCK 6 SSMH A5 STA 22+49.28 N: 148971.28 E: 204248.68 40.86 LF 8" PVC @ 0.50% SSMH A6 STA 22+90.13 N: 148941.67 E: 204220.53 218.81 LF 8" PVC @ 0.50% SSMH A7 STA 25+08.94 N: 148988.24 E: 204006.74 171.12 LF 8" PVC @ 2.25% SSMH A8 STA 26+80.06 N: 149062.76 E: 203852.70 286.88 LF 8" PVC @ 3.00% SSMH A9 STA 29+66.94 N: 149237.09 E: 203624.86 92.67 LF 8" PVC @ 3.50% SSMH A10 STA 30+59.60 N: 149280.92 E: 203543.22 92.73 LF 8" PVC @ 3.00% SSMH A11 STA 31+52.33 N: 149296.77 E: 203451.86 121.72 LF 8" PVC @ 3.00% SSMH A12 STA 32+74.05 N: 149298.11 E: 203330.14 123.73 LF 8" PVC @ 3.00% 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30' - 53' R.O.W CARNOUSTIE DR. BALTUSROL DR. ROYAL TROON AVE. LOT 29 LOT 13 LOT 12 LOT 32 LOT 17 LOT 28 LOT 15 LOT 19 LOT 21 LOT 27 LOT 18 LOT 16 LOT 20 LOT 14 LOT 31 LOT 25 LOT 26 LOT 30 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 44 LOT 13 5060 5065 5070 5075 5080 5085 5090 5095 5060 5065 5070 5075 5080 5085 5090 5095 28+00 27+00 26+00 25+00 24+00 23+00 22+00 5070 5075 5080 5085 5090 5095 5100 5105 5070 5075 5080 5085 5090 5095 5100 5105 33+00 32+00 31+00 30+00 29+00 28+00 SSMH A5 STA 22+49.28 RIM 5075.2± INV. IN 5063.98 (SW) INV. IN 5063.98 (N) INV. OUT 5063.78 (E) 40.86 LF 8" PVC @ 0.50% SSMH A6 STA 22+90.13 RIM 5075.6± INV. IN 5064.38 (W) INV. OUT 5064.18 (NE) 218.81 LF 8" PVC @ 0.50% SSMH A7 STA 25+08.94 RIM 5078.6± INV. IN 5065.67 (NW) INV. OUT 5065.47 (E) 171.12 LF 8" PVC @ 2.25% SSMH A8 STA 26+80.06 RIM 5082.8± INV. IN 5069.72 (NW) INV. OUT 5069.52 (SE) 286.88 LF 8" PVC @ 3.00% SSMH A9 STA 29+66.94 RIM 5091.5± INV. IN 5078.53 (NW) INV. OUT 5078.33 (SE) 92.67 LF 8" PVC @ 3.50% SSMH A10 STA 30+59.60 RIM 5094.3± INV. IN 5081.97 (W) INV. OUT 5081.77 (SE) 92.73 LF 8" PVC @ 3.00% SSMH A11 STA 31+52.33 RIM 5097.1± INV. IN 5084.96 (W) INV. OUT 5084.75 (E) 121.72 LF 8" PVC @ 3.00% SSMH A12 STA 32+74.05 RIM 5100.8± INV. IN 5088.81 (W) INV. OUT 5088.61 (E) 8" PVC STA.=22+38.54 INV.=5069.84 8" PVC STA.=22+78.43 INV.=5070.29 SUBDRAIN SUBDRAIN SUBDRAIN SUBDRAIN Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SANITARY SEWER A ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: MATCH LINE SEE SHEET SS1 STA 22+00 LINE MATCH STA 22+00 MATCH LINE SEE SHEET SS3 STA 33+00 LINE MATCH STA 33+00 SAN A SS2 PLAN AND PROFILE SANITARY SEWER A 28 W W W W W W X X X X X X X G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E X X X X X X X X X X X X X X X OHE OHE OHE OHE OHE / / / / / / / / ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W / / / / / / / / STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT LOT 2 LOT 1 BLOCK 6 TRACT C ACCESS & DRAINAGE EASEMENT SSMH OS9 STA 10+00.00 N: 148749.66 E: 205414.19 177.26 LF 8" PVC @ 0.94% SSMH A1 STA 11+77.26 N: 148752.88 E: 205236.97 400.00 LF 8" PVC @ 0.50% SSMH A2 STA 15+77.26 N: 148760.15 E: 204837.03 218.34 LF 8" PVC @ 0.50% SSMH A3 STA 17+95.60 N: 148930.23 E: 204700.11 53.68 LF 8" PVC @ 0.50% SSMH A4 STA 18+49.28 N: 148929.07 E: 204646.44 400.00 LF 8" PVC @ 0.50% 40.86 LF 8" PVC @ 0.50% SSMH A6 STA 22+90.13 N: 148941.67 E: 204220.53 TURNBERRY ROAD SUBDRAIN A SEE SHEET SD1 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 22+00 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 SSMH OS9 STA 10+00.00 RIM 5068.2± INV. IN 5055.95 (N) INV. IN 5055.95 (W) INV. OUT 5055.75 (S) 177.26 LF 8" PVC @ 0.94% SSMH A2 STA 15+77.26 RIM 5071.1± INV. IN 5060.02 (NW) INV. OUT 5059.82 (E) 218.34 LF 8" PVC @ 0.50% SSMH A3 STA 17+95.60 RIM 5073.4± INV. IN 5061.31 (W) INV. OUT 5061.11 (SE) 53.68 LF 8" PVC @ 0.50% SSMH A4 STA 18+49.28 RIM 5072.2± INV. IN 5061.78 (W) INV. OUT 5061.58 (E) 400.00 LF 8" PVC @ 0.50% SSMH A1 STA 11+77.26 RIM 5066.4± INV. IN 5057.82 (W) INV. OUT 5057.62 (E) 400.00 LF 8" PVC @ 0.50% SUBDRAIN SUBDRAIN A (SEE SHEET SD1) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL SS1 PLAN AND PROFILE SANITARY SEWER A 27 SANITARY SEWER A ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G KEYMAP DOUGLAS RD TURNBERRY RD PROFILE SCALE: LINE MATCH STA 22+00 MATCH LINE SEE SHEET SS2 STA 21+50 SAN A 16" W 16" W 16" W 16" W 16" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD SD TURNBERRY ROAD DOUGLAS ROAD STORM LINE 3 SEE SHEET C2.06 LOT 1 LOT 2 TRACT B ACCESS & DRAINAGE EASEMENT LOT 8 LOT 9 LOT 10 BLOCK 2 SSMH OS11 STA 45+89.34 N: 149549.60 E: 205423.26 99.10 LF 15" PVC @ 0.48% SSMH OS12 STA 46+88.44 N: 149648.70 E: 205424.38 396.37 LF 15" PVC @ 0.50% SSMH OS13 STA 50+84.81 N: 150045.05 E: 205428.85 STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 50' -EOP 72' R.O.W 14" AC ELCO WATER LINE 15' UTILITY EASEMENT PROPOSED 16" ELCO WATER LINE BY OTHERS PROPOSED 12" ELCO WATER LINE BY OTHERS 15' UTILITY EASEMENT 5055 5060 5065 5070 5075 5080 5085 5090 5055 5060 5065 5070 5075 5080 5085 5090 45+50 46+00 47+00 48+00 49+00 50+00 51+00 400.00 LF 15" PVC @ 0.30% SSMH OS11 STA 45+89.34 RIM 5071.2± INV. IN 5059.55 (N) INV. OUT 5059.35 (S) 99.10 LF 15" PVC @ 0.48% SSMH OS12 STA 46+88.44 RIM 5071.6± INV. IN 5060.23 (N) INV. IN 5060.22 (W) INV. OUT 5060.03 (S) 396.37 LF 15" PVC @ 0.50% SSMH OS13 STA 50+84.81 RIM 5074.4± INV. OUT 5062.21 (S) 10" PVC STA.=50+74.19 INV.=5068.82 EXISTING GROUND PROPOSED GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH KEYMAP DOUGLAS RD TURNBERRY RD OS1 OS2 OS3 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 45+50 PROFILE SCALE: OS4 PLAN & PROFILE OFFSITE SANITARY SEWER 26 MATCH LINE SEE SHEET OS3 STA 45+50 OS4 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G OFFSITE SANITARY SEWER ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W TURNBERRY ROAD 30' SANITARY EASEMENT ACCESS ROAD FOR BOXELDER SSMH OS8 STA 35+32.64 N: 148492.97 E: 205411.26 256.70 LF 15" PVC @ 0.18% SSMH OS9 STA 37+89.34 N: 148749.66 E: 205414.19 400.00 LF 15" PVC @ 0.50% SSMH OS10 STA 41+89.34 N: 149149.63 E: 205418.75 400.00 LF 15" PVC @ 0.30% STORM LINE 3 STORM LINE 3 SEE SHEET C2.06 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 STORM LINE 3 SEE SHEET C2.06 PROPOSED 16" ELCO WATER LINE BY OTHERS STORM LINE 3 SEE SHEET C2.06 14" AC ELCO WATER LINE EXISTING 12" ADS 15' UTILITY EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT LOT 1 LOT 2 ±37' EOP-EOP 42' ℄-R.O.W 50' -EOP 72' R.O.W SSMH OS11 STA 45+89.34 N: 149549.60 E: 205423.26 400.00 LF 15" PVC @ 0.30% 99.10 LF 15" PVC @ 0.48% 15' UTILITY EASEMENT 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 33+50 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 45+50 400.00 LF 15" PVC @ 0.18% SSMH OS8 STA 35+32.64 RIM 5069.1± INV. IN 5055.29 (N) INV. OUT 5055.09 (S) 256.70 LF 15" PVC @ 0.18% SSMH OS9 STA 37+89.34 RIM 5068.2± INV. IN 5055.95 (N) INV. IN 5055.95 (W) INV. OUT 5055.75 (S) 400.00 LF 15" PVC @ 0.50% SSMH OS10 STA 41+89.34 RIM 5069.3± INV. IN 5058.15 (N) INV. OUT 5057.95 (S) 400.00 LF 15" PVC @ 0.30% EXISTING GROUND PROPOSED GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET OS4 STA 45+50 LINE MATCH STA 45+50 PROFILE SCALE: MATCH LINE SEE SHEET OS2 STA 33+50 LINE MATCH STA 33+50 OS3 PLAN & PROFILE OFFSITE SANITARY SEWER 25 OS1 OS2 OS3 OS4 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G OFFSITE SANITARY SEWER ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 W W W W W W W W W W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) W W V WV H Y D 24" W 24" W 24" W 24" W W W W W W WV WV W W W 14"W 1976 (AC) (DIP) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS TURNBERRY ROAD 14" AC ELCO WATERLINE SSMH OS5 STA 23+32.64 N: 147293.05 E: 205397.79 400.00 LF 15" PVC @ 0.18% SSMH OS6 STA 27+32.64 N: 147693.02 E: 205402.31 400.00 LF 15" PVC @ 0.18% SSMH OS7 STA 31+32.64 N: 148093.00 E: 205406.82 400.00 LF 15" PVC @ 0.18% 14" AC ELCO WATER LINE SERRAMONTE DRIVE ±37' EOP-EOP 5050 5055 5060 5065 5070 5075 5080 5085 5050 5055 5060 5065 5070 5075 5080 5085 21+50 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 33+50 400.00 LF 15" PVC @ 0.18% SSMH OS6 STA 27+32.64 RIM 5068.6± INV. IN 5053.45 (N) INV. OUT 5053.25 (S) 400.00 LF 15" PVC @ 0.18% SSMH OS7 STA 31+32.64 RIM 5070.0± INV. IN 5054.37 (N) INV. OUT 5054.17 (S) 400.00 LF 15" PVC @ 0.18% 400.00 LF 15" PVC @ 0.18% SSMH OS5 STA 23+32.64 RIM 5070.0± INV. IN 5052.53 (N) INV. OUT 5052.33 (S) EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET OS3 STA 33+50 LINE MATCH STA 33+50 PROFILE SCALE: LINE MATCH STA 21+50 MATCH LINE SEE SHEET OS1 STA 21+50 OS2 PLAN & PROFILE OFFSITE SANITARY SEWER 24 OS1 OS2 OS3 OS4 OFFSITE SANITARY SEWER EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / MH MH 12" SS MH 12" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS TURNBERRY ROAD BRIGHTWATER DRIVE PRIVATE ACCESS DRIVE EOP (TYP.) 24" DIP ELCO WATERLINE 14" AC ELCO WATER LINE CONTRACTOR TO VERIFY LOCATION PRIOR TO CONSTRUCTION. EX OS SSMH2 INV. IN=5046.52 (S) INV. OUT=5046.52 (E) EX OS SSMH3 STA ??? N: 145959.33 E: 205419.04 268.14 LF 15" PVC @ 1.56% SSMH OS2 STA 12+68.14 N: 146228.62 E: 205385.78 264.50 LF 15" PVC @ 0.18% SSMH OS3 STA 15+32.64 N: 146493.10 E: 205388.76 400.00 LF 15" PVC @ 0.18% SSMH OS4 STA 19+32.64 N: 146893.07 E: 205393.28 400.00 LF 15" PVC @ 0.18% ±37' EOP-EOP 5045 5050 5055 5060 5065 5070 5075 5080 5045 5050 5055 5060 5065 5070 5075 5080 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 21+50 268.14 LF 15" PVC @ 1.56% EX OS SSMH3 STA ??? RIM 5062.9± INV. IN 5044.84 (W) INV. OUT 5044.64 (S) SSMH OS4 STA 19+32.64 RIM 5069.0± INV. IN 5051.61 (N) INV. OUT 5051.41 (S) 400.00 LF 15" PVC @ 0.18% SSMH OS2 STA 12+68.14 RIM 5064.1± INV. IN 5050.01 (N) INV. OUT 5049.81 (S) 264.50 LF 15" PVC @ 0.18% 400.00 LF 15" PVC @ 0.18% SSMH OS3 STA 15+32.64 RIM 5066.0± INV. IN 5050.69 (N) INV. OUT 5050.49 (S) EXISTING GROUND Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com NORTH KEYMAP DOUGLAS RD TURNBERRY RD OS1 PLAN & PROFILE OFFSITE SANITARY SEWER 23 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET OS2 STA 22+00 LINE MATCH STA 21+50 PROFILE SCALE: OS1 OS2 OS3 OS4 OFFSITE SANITARY SEWER ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE LEGEND: NOTES: W OHE OHE T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVER HEAD ELECTRICAL PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE PROPOSED STREET LIGHT EASEMENT LINE EXISTING 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. SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS. 3. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAIN CLEANOUTS WITHIN THE RIGHT-OF-WAY PER TOWN STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. 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. 6. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS, SERVICES AND UNDERDRAINS. 7. ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 8. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 12. CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES WITHIN THE EXISTING 50' GAS LINE EASEMENT WITH MAGELLAN, AND COMPLY WITH ALL MAGELLAN ENCROACHMENT CRITERIA 13. ALL NON-POTABLE IRRIGATION AND WELL-TRANSFER PIPES SHALL HAVE A STANDARD BURY DEPTH OF 30" TO TOP OF PIPE. 14. GROUNDWATER BARRIERS SHALL BE PLACED PER BOXELDER SANITATION DISTRICT STANDARDS. NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING GAS G X X X X E OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W W W W W W W W 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G G G W W W E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W LOT 5 LOT 1 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) TURNBERRY ROAD SANITARY SEWER A SEE SHEET SS1. 30' SANITARY SEWER EASEMENT BY TO BE DEDICATED BY SEPARATE DOCUMENT STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE F SEE SHEET ST1 SUBDRAIN A SEE SHEET SD1 2' CONCRETE PAN BOXELDER GRAVEL ACCESS ROAD SANITARY OFFSITE SEWER SEE SHEET OS3 EXISTING PUMP HOUSE EXISTING PUMP HOUSE FIRE HYDRANT N:148958.37 E:205376.09 16" ELCO WATERLINE (SEE PLANS BY OTHERS) EXISTING 14" AC ELCO WATERLINE 268.53 LF 6" PERFORATED HDPE @ 0.10% CONCRETE COLLAR RG2 INV. IN=5067.54 (SW) FG=5067.54 EXISTING ELECTRIC LINE DEPTH GAUGE EXISTING CULVERT STORM LINE A SEE SHEET ST1 2' CONCRETE PAN TRACT C ACCESS & DRAINAGE EASEMENT 15' UTILITY EASEMENT Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U5 U4 U5 U6 U1 U2 U3 U6 UTILITY PLAN 22 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W 8" W W W W S S S S S S S S S S S S S W W W W W W W W W S S S S S S S S S W W W W W W W W W S S S S S S S S W W W W W W S S S W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S S W W W W W W W W W W W W W W W W W W S S W W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD SD SD SD BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 12 LOT 11 LOT 6 92.59 LF 8" PVC S27°40'43"W 244.28 LF 8" PVC S11°16'47"W 19.46 LF 8" PVC S57°01'44"W 145.03 LF 8" PVC N77°42'44"W 207.94 LF 8" PVC N52°34'45"W 11 2 . 2 3 L F 8 " P V C R = 3 9 2 . 0 0 ' 3 3 6 . 45 L F 8 " P V C R = 7 67 . 00 ' 196.71 LF 8" PVC N76°57'06"W 1 4 8 .88 L F 8 " PV C R = 35 0. 0 0 ' LOT 29 LOT 14 LOT 16 LOT 15 LOT 11 LOT 10 LOT 12 LOT 13 LOT 10 LOT 34 LOT 11 TRACT D ACCESS, DRAINAGE & UTILITY EASEMENT LOT 33 LOT 13 LOT 12 LOT 32 LOT 14 LOT 31 LOT 30 TRACT E ACCESS & DRAINAGE EASEMENT LOT 29 LOT 9 LOT 10 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 13 LOT 17 LOT 28 LOT 15 LOT 22 LOT 19 LOT 21 LOT 27 LOT 18 LOT 16 LOT 12 LOT 23 LOT 20 LOT 14 LOT 24 LOT 25 LOT 26 LOT 30 CARNOUSTIE DR. BALTUSROL DR. ROYAL TROON AVE. STA. 14+93.90 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149409.79 E:203864.86 STA. 14+68.23 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149235.02 E:204314.11 STA. 14+91.81 8"X8" TEE w/ TB 2 - 8" GV (S & W) N:149212.27 E:204307.94 STA. 17+70.48 45.00° BEND w/ TB N:148947.53 E:204240.63 STA. 17+51.02 45.00° BEND w/ TB N:148958.12 E:204256.96 STA. 20+82.67 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149031.42 E:203940.75 CONCRETE FOREBAY CONCRETE FOREBAY SANITARY SEWER A SEE SHEET SS2. FIRE HYDRANT N:149041.32 E:203945.32 SANITARY SEWER A5-1 SEE SHEET SS5 SANITARY SEWER A5 SEE SHEET SS4 6' UTILITY 6' UTILITY EASEMENT EASEMENT 5' DRAINAGE EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP.) TRACT C ACCESS & DRAINAGE EASEMENT 2' FLAT BOTTOM SWALE FIRE HYDRANT N:149242.70 E:204288.84 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP.) 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT BLOCK 6 BLOCK 9 BLOCK 9 BLOCK 5 RIP-RAP OVERFLOW PROTECTION (SEE SHEET EC1 FOR ADDITIONAL EROSION MEASURES) CLEANOUT RG2 INV. OUT=5067.95 (NE) FG=5069.81 138.10 LF 6" PERFORATED HDPE @ 0.10% MONITORING WELL RG2 INV. IN=5067.81 (SW) INV. OUT=5067.81 (NE) FG=5070.65 268.53 LF 6" PERFORATED HDPE @ 0.10% EXISTING WATERLINE EXISTING GAS LINE TRACT C ACCESS & DRAINAGE EASEMENT SIDEWALK CULVERT (TYP.) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U2 MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U4 U4 U5 U6 U1 U2 U3 U5 UTILITY PLAN 21 E E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X AW W W W W W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E E E E E E E E E E E 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S W W W S S S S S S S S S S S S S W W W W W W W W W W W W W S S S W W S S W A .V. 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 W CHERRYWOOD ACRES TRACT 6 LOT 18 LOT 17 117.29 LF 8" PVC N89°21'11"W 48.80 LF 8" PVC S53°35'05"W 112.65 LF 8" PVC S89°11'17"W 1 92 . 55 L F 8 " P V C R = 3 0 0 .0 0 ' 2 6 3 . 9 2 L F 8 " P V C R = 40 8 . 0 0 ' 18 6 . 4 2 L F 8 " P V C R = 3 00 . 0 0 ' LOT 6 LOT 4 LOT 3 LOT 5 LOT 6 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 LOT 2 LOT 1 LOT 34 LOT 21 BALTUSROL CT. JUANITA LANE STA. 26+62.60 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (S) N:149306.87 E:203441.88 STA. 26+75.70 8"X8" TEE w/ TB 1 - 8" GV (N) N:149307.02 E:203428.77 STA. 32+03.60 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (S) N:149148.91 E:202939.48 STA. 33+76.55 AIR/VACUUM RELIEF VALVE N:149139.54 E:202767.16 FIRE HYDRANT N:149130.83 E:202943.74 SANITARY SEWER A SEE SHEET SS3. 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 2' FLAT BOTTOM SWALE 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. 33+68.62 10"X8" REDUCER 1 - 8" GV (E) N:149139.51 E:202775.09 30' WATERLINE EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT EXISTING TRANSFORMER STA. 33+81.52 TIE TO EXISTING 10" AC ELCO WATERLINE N:149139.32 E:202762.19 BLOCK 6 SEE NOTE 14 SEE NOTE 14 EXISTING 10" AC ELCO WATERLINE EXISTING WATERLINE EXISTING GAS LINE EXISTING ELECTRIC LINE Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U1 MATCHLINE - SEE SHEET U4 U4 U5 U6 U1 U2 U3 U4 UTILITY PLAN 20 X X W W W W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST W W W W W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W SD SD SD SD SD SD S S S S S S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W A .V. 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 SD SD SD SD SD 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 SD SD SD SD SD SD SD SD SD SD SD SD STA. 11+53.99 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (NW) N:149885.31 E:204772.17 STA. 13+50.89 AIR/VACUUM RELIEF VALVE N:149731.59 E:204654.83 STA. 10+00.00 12"X8" TEE w/ TB 1 - 12" BFV (E) 1 - 8" GV (S) N:150037.61 E:204788.41 STA. 11+69.95 8"X8" TEE w/ TB 2 - 8" GV (SE & SW) N:149870.32 E:204766.69 60.27 LF 8" PVC S00°38'49"W 4 7 1 . 2 4 L F 8" P V C R = 3 0 0. 0 0 ' 143.79 LF 8" PVC N63°35'15"W 182.01 LF 8" PVC N67°52'32"W 95.50 LF 8" PVC N89°21'11"W 13 4 .9 1 LF 8 " P V C R = 3 0 0 . 00 ' 1 12. 8 6 L F 8 " PV C R = 1 50 8 . 00 ' LOT 22 LOT 23 LOT 24 LOT 21 LOT 20 LOT 2 LOT 4 LOT 3 LOT 5 LOT 8 LOT 9 LOT 10 LOT 1 LOT 2 LOT 3 LOT 4 LOT 8 LOT 10 LOT 9 LOT 11 LOT 2 LOT 1 LOT 3 LOT 6 LOT 1 LOT 7 LOT 5 LOT 7 TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT KIAWAH DR. TURNBERRY ROAD E. DOUGLAS ROAD WINGED FOOT DR. STA. 10+63.23 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149659.77 E:205329.27 STA. 10+00.00 12"X8" TEE w/ TB 1 - 16" BFV (S) 1 - 8" GV (W) N:149659.06 E:205392.50 SANITARY SEWER B SEE SHEET SS8 SANITARY SEWER B4 SEE SHEET SS9 STORM LINE D SEE SHEET ST3 SUBDRAIN B SEE SHEET SD2 STORM LINE B SEE SHEET ST2 12" ELCO WATERLINE (SEE PLANS BY OTHERS) 16" ELCO WATERLINE (SEE PLANS BY OTHERS) EXISTING 14" AC ELCO WATERLINE CONCRETE FOREBAY FIRE HYDRANT N:149888.84 E:204761.65 FIRE HYDRANT N:149671.68 E:205329.41 10.98 LF 6" HDPE @ 0.20% CLEANOUT RG1 INV. OUT=5067.21 (E) FG=5069.21 END BEND RG1 INV. IN=5067.19 (W) INV. OUT=5067.19 (E) FG=5069.21 142.65 LF 6" HDPE @ 0.20% MONITORING WELL RG1 INV. IN=5066.84 (NW) INV. OUT=5066.84 (S) FG=5070.04 61.31 LF 6" HDPE @ 0.20% CONCRETE COLLAR RG1 INV. IN=5066.72 (N) FG=5066.72 29.96 LF 6" HDPE @ 0.20% START BEND RG1 INV. IN=5066.90 (NW) INV. OUT=5066.90 (SE) FG=5069.21 72' R.O.W SANITARY OFFSITE SEWER SEE SHEET OS4 15' UTILITY EASEMENT 15' UTILITY EASEMENT RIPRAP (TYP.) 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 72' R.O.W BLOCK 3 BLOCK 2 LOT 6 STA. 10+55.59 WATERLINE LOWERING (SEE DETAIL) N:149659.69 E:205336.91 STA. 10+51.00 WATERLINE LOWERING (SEE DETAIL) N:149986.61 E:204787.83 RIPRAP (TYP.) 5' DRAINAGE AND GRADING EASEMENT (TYP.) STORM LINE A SEE SHEET ST1 15' UTILITY EASEMENT Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U2 U4 U5 U6 U1 U2 U3 U3 UTILITY PLAN 19 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W W W W W S S S S S S W W W W W W S S S S S S S S SSS S S S S W W W W W W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S S S S S S W S S S S W 8" W 8" W 8" W IR 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD IR 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 S 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD A.V. STA. 15+47.48 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149680.90 E:204468.39 993.30 LF 8" PVC N89°21'11"W 160.38 LF 8" PVC S00°38'49"W 14 1 . 5 4 L F 8 " PV C R = 3 0 0 . 0 0 ' 277.60 LF 8" PVC N52°34'45"W 48.36 LF 8" PVC N24°27'45"W 61.90 LF 8" PVC N00°41'16"E 4 6 . 8 1 L F 8 " P V C R = 3 00 . 00 ' 6 0 . 5 9 L F 8 " P V C R = 2 9 9 .60 ' LOT 3 LOT 6 LOT 2 LOT 4 LOT 5 LOT 6 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 7 LOT 9 LOT 10 LOT 11 LOT 8 LOT 17 LOT 18 LOT 19 LOT 20 LOT 2 LOT 1 LOT 1 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 2 LOT 3 LOT 7 LOT 8 LOT 10 LOT 11 LOT 9 TRACT E ACCESS & DRAINAGE EASEMENT LOT 3 LOT 4 LOT 5 LOT 19 LOT 18 TRACT A DRAINAGE EASEMENT WINGED FOOT DR. CARNOUSTIE DR. E. DOUGLAS ROAD ROYAL TROON AVE. STA. 15+94.70 8"X8" TEE w/ TB 2 - 8" GV (S & E) N:149681.46 E:204421.17 STA. 21+17.37 8"X8" TEE w/ TB 1 - 8" GV (N) N:149687.43 E:203898.53 STA. 23+09.42 8"X8" TEE w/ TB 2 - 8" GV (S & E) N:149689.53 E:203706.49 STA. 17+18.37 11.25° BEND N:149567.39 E:203711.13 STA. 16+98.89 AIR/VACUUM RELIEF VALVE N:149549.66 E:203719.20 STA. 16+70.01 11.25° BEND N:149523.37 E:203731.16 STA. 14+93.90 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) STA. 12+50.24 8"X1" TEE w/ TB (SEE IRRIGATION PLANS FOR ADDITIONAL INFORMATION) N:149432.73 E:204405.00 STORM LINE D SEE SHEET ST3 SUBDRAIN C2 SEE SHEET SD3 SUBDRAIN C SEE SHEET SD3 12" ELCO WATERLINE (SEE PLANS BY OTHERS) POND 3 SIDEWALK CULVERT (TYP.) EXISTING WATERLINE (CONTRACTOR TO LOCATE PRIOR TO MOBILIZATION) NATURAL HABITAT BUFFER ZONE SWALE NATURAL HABITAT BUFFER ZONE CONCRETE FOREBAY FIRE HYDRANT N:149698.45 E:203898.66 FIRE HYDRANT N:149691.99 E:204468.39 FIRE HYDRANT N:149418.88 E:203871.81 SANITARY SEWER A5-1.5 SEE SHEET SS7 SANITARY SEWER A5-1 SEE SHEET SS5 CONCRETE COLLAR RG3 INV. IN=5079.00 (S) FG=5078.80 34.02 LF 6" PERFORATED HDPE @ 0.20% MON ITORING WELL RG3 INV. IN=5079.07 (W) INV. OUT=5079.07 (N) FG=5081.31 232.10 LF 6" PERFORATED HDPE @ 0.20% CLEANOUT RG3 INV. OUT=5079.53 (E) FG=5080.94 SANITARY SEWER A5 SEE SHEET SS4 72' R.O.W 15' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 5' DRAINAGE EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) EXISTING PUMP HOUSE EXISTING ELECTRIC LINE 2' CONCRETE PAN 30' - 6' UTILITY 53' R.O.W EASEMENT 5' DRAINAGE EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP.) 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 53' R.O.W 30' - 9' UTILITY EASEMENT 9' UTILITY EASEMENT STA. 15+92.75 8"X1" TEE w/ TB N:149469.86 E:203786.36 BLOCK 1 BLOCK 10 EXISTING CULVERT Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U1 U4 U5 U6 U1 U2 U3 U2 UTILITY PLAN 18 X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X X X X X X X X X X X X F E S M M F E S F E S M M X X X X TELE F.O. TELE F E S X X / / / / / / / / ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS SD SD SD SD SD SD SD SD S S S S S W W W W W W W W W S S S S S W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS SD SD SD SD 8" SS REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B 25.22 LF 8" PVC N83°22'01"W 31.34 LF 8" PVC R=300.00' 13.18 LF 8" PVC S00°38'49"W 58.81 LF 8" PVC S39°38'13"W 358.61 LF 8" PVC S00°38'49"W 2 0 4 . 1 5 L F 8 " P V C R = 3 0 0 . 0 0 ' 1 4 5 . 2 5 L F 8 " P V C R = 30 0 . 0 0 ' LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 7 LOT 8 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 9 E. DOUGLAS ROAD BETHPAGE DR. WINGED FOOT DR. STA. 10+00.00 12"X8" TEE w/ TB 1 - 12" BFV (E) 1 - 8" GV (S) N:150051.30 E:203575.49 STA. 13+20.81 8"X6" SWIVEL TEE w/ TB 1 - 6" GV (N) N:149764.12 E:203450.64 STA. 13+90.05 8"X8" TEE w/ TB 2 - 8" GV (S & E) N:149696.87 E:203434.81 STA. 12+76.14 11.25° BEND N:149804.84 E:203468.87 EXISTING ELECTRIC LINE FIRE HYDRANT N:149772.39 E:203427.73 SANITARY LINE A5-1.6 SEE SHEET SS7 SANITARY SEWER A5-1 SANITARY SEWER A5-1 SEE SHEET SS6 15' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) 6' UTILITY EASEMETN 6' UTILITY EASEMENT 5' DRAINAGE AND GRADING EASEMENT (TYP.) FIRE HYDRANT N:150041.31 E:203233.16 78' R.O.W EXISTING PUMP HOUSE 30' - 53' R.O.W 9' UTILITY EASEMENT 9' UTILITY EASEMENT ABANDONED OIL WELL 12" ELCO WATERLINE (SEE PLANS BY OTHERS) BLOCK 9 BLOCK 8 SWALE EXISTING WATERLINE (CONTRACTOR TO LOCATE PRIOR TO MOBILIZATION) Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT KEYMAP DOUGLAS RD TURNBERRY RD CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 MATCHLINE - SEE SHEET U4 MATCHLINE - SEE SHEET U2 U4 U5 U6 U1 U2 U3 U1 UTILITY PLAN 17 SD SD SD 8" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W A .V. A.V. 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS IR 8" SS 8" SS 8" SS SD SD SD IR 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 SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS SD SD A .V. V.P. W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W V.P. V.P. A.R.V. GAS GAS V.P. V.P. X X X X X X G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / X X X X X V.P. X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X F E S M M F E S F E S MM X TELE F.O. TELE F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / MGAS / / / / / / / / X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S T ELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X V.P. VAULT CABLE BOX CABLE M M H2O X GAS V.P. GAS W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / ST ST AW W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / W W W W W W W W W W W W 1 4"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E E E G W E TURNBERRY ROAD BETHPAGE DR. WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD CARNOUSTIE DR. BALTUSROL DR. REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B CHERRYWOOD ACRES TRACT 6 LOT 18 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1 FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT SIDEWALK CULVERT (TYP.) UNDERDRAIN FOR RAIN GARDEN 3 CONNECT TO EXISTING ELCO WATERLINE PROPOSED FIRE HYDRANT FIRE HYDRANT UNDERDRAIN FOR RAIN GARDEN 2 UNDERDRAIN FOR RAIN GARDEN 1 FIRE HYDRANT 8" SANITARY SEWER JUANITA LN. BALTUSROL CT. 30' SANITARY SEWER EASEMENT TO BE DEDICATED BY SEPARATE DOCUMENT 8" WATER SIDEWALK CULVERT SIDEWALK CULVERT SANITARY SEWER B SEE SHEET SS8 SANITARY SEWER B4 SEE SHEET SS9 STORM LINE D SEE SHEET ST3 SANITARY SEWER A SEE SHEET SS1. SUBDRAIN B SEE SHEET SD2 STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE B SEE SHEET ST2 SUBDRAIN A SEE SHEET SD1 SUBDRAIN C2 SEE SHEET SD3 SUBDRAIN C SEE SHEET SD3 SANITARY SEWER A5-1.5 SEE SHEET SS7 SANITARY SEWER A5-1 SEE SHEET SS5 SANITARY LINE A5-1.6 SEE SHEET SS7 SANITARY SEWER A5 SEE SHEET SS4 SANITARY OFFSITE SEWER SEE SHEET OS3 FIRE HYDRANT ABANDONED WELL 12" ELCO WATERLINE (SEE PLANS BY OTHERS) 16" ELCO WATERLINE (SEE PLANS BY OTHERS) FLAT BOTTOM SWALE CONCRETE PAN STORM LINE A SEE SHEET ST1 EXISTING WELL HEAD NATURAL HABITAT BUFFER ZONE EXISTING PUMP HOUSE NATURAL HABITAT BUFFER ZONE EXISTING WATERLINE (CONTRACTOR TO LOCATE PRIOR TO MOBILIZATION) DEPTH GAUGE EXISTING 14" AC ELCO WATERLINE EXISTING 10" AC ELCO WATERLINE R350' EXISTING WELL HEAD GAS AND OIL BUFFER R150' R350' R350' GAS AND OIL BUFFER EXISTING WELL HEAD STORM LINE F SEE SHEET ST1 OU1 OVERALL UTILITY PLAN 16 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD 8" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORMLINE 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 WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 3. 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. 4. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 5. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 6. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTIONS SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 7. 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 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 8. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE ELCO AND BOXELDER STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 9. 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. 10. ALL FITTINGS, TEES, PLUGS AND FIRE HYDRANTS SHALL BE PROVIDED WITH ANCHOR COUPLINGS AND/OR JOINT RESTRAINT IN ACCORDANCE WITH ELCO SPECIFICATIONS. THRUST BLOCKS SHALL BE USED ONLY AS REQUIRED PER FIELD CONDITIONS AND AS APPROVED OR DIRECTED BY THE ELCO FIELD INSPECTOR. 11. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12. ALL SUBDRAINS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 13. STORM LINES A, B, C, D, E, AND F ARE TO TO BE PUBLICLY OWNED AND MAINTAINED BY THE CITY OF FORT COLLINS. 14. RAIN GARDENS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE OWNER. 15. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THE DRAINAGE FACILITIES WITH SEDIMENT DURING CONSTRUCTION. 16. INSTALL SERVICE IN 2" HDPE SLEEVE. W OHE OHE T E EXISTING STORM SEWER PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING OVERHEAD ELECTRIC PROPOSED UNDERDRAIN SUBDRAIN CLEANOUT SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED STREET LIGHT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY SS S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE EXISTING SANITARY SEWER EXISTING GAS G PROPOSED FIRE HYDRANT 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U4 U5 U6 U1 U2 U3 NORTH ( IN FEET ) 0 1 INCH = 120 FEET 120 120 240 360 WATTLE "A" WATTLE "B" 1' 2' TYP. 1' 1' 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. 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. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. WP CONCRETE WASHOUT AREA CWA 2 3 ROCK SOCK DETAIL ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2" 100 1-1/2" 90-100 1" 20-55 3/4" 0-15 3/8" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS VEHICLE CONTROL TRACKING PAD VTC 4 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 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. 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) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.) 6' 3' 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 4' 3' 2' ECB 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. 10 RIP-RAP 1 WATTLE INSTALLATION A A PLAN VIEW SECTION A-A 2:1 OP WQCV 8 OUTFALL PROTECTION 5 SILT FENCE 9 INLET PROTECTION ILP IP 6 INDIVIDUAL LOT PROTECTION 7 EROSION CONTROL BLANKET RP RIPRAP SCHEDULE Storm Line Pipe Diameter (ft) Ordinary Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Line A 2.00 Type L 7.00 9.00 1.5 Storm Line B 2.00 Type L 8.00 9.00 1.5 Storm Line C 1.25 Type L 5.00 7.00 1.5 Storm Line D 1.25 Type L 5.00 7.00 1.5 Rain Garden 2 0.00 Type M 5.00 115.00 1.5 / / / / / / / / / / / / / / / / / / / / / / / / M X X X X F E S M M F E S F E S M M X TELE F.O. TELE F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M GAS X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S T ELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X V.P. VAULT CABLE BOX CABLE H2O GAS GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / ST ST AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF UD UD UD UD UD UD IR IR CONCRETE PAN WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. CARNOUSTIE DR. BALTUSROL DR. BETHPAGE DR. RAIN GARDEN 2 BALTUSROL CT. W W W W W IP OP SF SF W POND 1 SIDEWALK CHASE NATURAL HABITAT BUFFER ZONE FES POND 3 RAIN GARDEN 3 INLET (2) CWA IP IP IP SF SF W IP SF RS RS RS OUTFALL INLET INLET INLET E. DOUGLAS ROAD VTC VTC IP IP IP RS RS RS RS VTC W RS RS RAIN GARDEN 1 RS EXISTING 24" CMP TURNBERRY ROAD OP SF SF IP IP RS RS OUTFALL FES W W ECB ECB W W RIPRAP SF SF 8'x8' 9" DEEP INTO FOREBAY. TOP OF FOREBAY TO BE FLUSH WITH RAIN GARDEN. 8'x8' 9" DEEP INTO FOREBAY. TOP OF FOREBAY TO BE FLUSH WITH RAIN GARDEN. 8'x8' 9" DEEP INTO FOREBAY. TOP OF FOREBAY TO BE FLUSH WITH RAIN GARDEN. ECB 60' 20' ECB SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF RP RP RP RP IP RP ECB ± 19,500 SQ. FT. ECB W W W W W EC1 EROSION CONTROL PLAN 14 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com 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 BENCHMARK/BASIS OF BEARING PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED SWALE EXISTING CONTOUR SILT FENCE WATTLE PROTECTION RIP-RAP SF INLET PROTECTION 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 80.19 ACRES 3. SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone________________________________ 4. CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 5. REFER TO THE FINAL STORM WATER MANAGMENT PLAN BY NORTHERN ENGINEERING SERVICES, DATED 06.10.2020 FOR ADDITIONAL INFORMATION. 6. ALL DISTURBED AREAS SHOULD BE REVEGETATED PER THE APPROVED LANDSCAPING PLANS. 7. RAIN GARDENS SHALL BE INSTALLED IN THE LAST PHASE OF DEVELOPMENT TO MINIMIZE POTENTIAL FOR SEDIMENT TO INFILTRATE AND CLOG THE SYSTEM. 8. REFER TO SHEETS G1 - G6 FOR MORE DETAILS REGARDING SLOPES AND ELEVATIONS. GENERAL NOTES: LEGEND: ROCK SOCK WITH MARKER EROSION CONTROL BLANKET 1. 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. 2. 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. 3. 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. 4. CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6. CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7. 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.) 8. 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. 9. 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. 10. CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11. 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. 12. 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. 13. 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. 14. 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. 15. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 16. ALL DOWNSTREAM INLETS ALONG DOUGLAS ROAD AND TURNBERRY ROAD SHOULD HAVE INLET PROTECTION. EROSION CONTROL NOTES: CONCRETE WASHOUT AREA OUTFALL PROTECTION SF W RP IP RS ECB CWA OP OVERLAND FLOW DIRECT FLOW PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14 NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 5075.10 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15 DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION = 5123.89 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST. NORTH ( IN FEET ) 0 1 INCH = 120 FEET TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION 120 120 240 360 Project: COUNTRY CLUB RESERVE CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap PROPOSED STORM SEWER VEHICLE TRACKING PAD VTC / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / UD UD UD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W TURNBERRY ROAD LOT 5 LOT 1 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) POND 1 63.61 67.33 72' ROW 50'  - EOP 30' SANITARY EASEMENT 15' UTILITY EASEMENT 63.21 63.82 62.32 62.93 65.00 61.71 61.20 (76.11) 63.05 62.83 65.71 61.76 61.14 POND 1 4:1 6:1 14.5% 9:1 11:1 2.9% 71.92 58.60 61.61 61.97 63.28 69.26 POND 1 73.04 73.10 (73.93) (73.93) 4.7% 62.72 SWALE 2' CONCRETE PAN EXISTING PUMP HOUSE EXISTING PUMP HOUSE EXISTING WELL ROAD RIPRAP ALL WEATHER ACCESS ROAD FOR BOXELDER DEPTH GAUGE 59.40 1.3% 0.8% 3.0% 68.50 (63.42) 68.54 68.59 7:1 8:1 8:1 11:1 11:1 7:1 TRACT C ACCESS & DRAINAGE EASEMENT STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE F SEE SHEET ST1 0.5% 0.5% 59.34 61.80 61.74 62.94 (71.59) CONCRETE WEIR G6 GRADING PLAN 13 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G5 G3 G4 G5 G6 G1 G2 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 76.12 76.72 76.46 76.94 77.89 77.44 78.38 79.33 78.84 80.21 79.79 80.93 81.42 82.81 82.32 83.75 84.24 85.67 85.18 86.67 87.15 88.67 89.27 90.77 87.17 85.71 70.65 70.35 69.81 FG=86.44 TF=87.11 A FG=84.71 TF=85.38 A FG=94.93 TF=95.60 B FG=94.30 TF=94.97 B FG=92.43 TF=93.10 B FG=90.15 TF=90.82 B FG=88.37 TF=89.04 B FG=86.77 TF=87.44 B FG=85.36 TF=86.03 B FG=83.72 TF=84.39 B FG=82.80 TF=83.47 B FG=81.36 TF=82.03 T FG=80.65 TF=81.32 A FG=79.67 TF=80.34 A FG=81.02 TF=81.69 B FG=81.29 TF=81.96 T FG=81.57 TF=82.24 A FG=81.85 TF=82.52 A FG=82.13 TF=82.80 A FG=82.40 TF=83.07 A FG=83.06 TF=83.73 A TF=83.62 FG=82.33 TF=83.00 A FG=81.96 TF=82.63 A FG=81.59 TF=82.26 A FG=81.17 TF=81.84 A FG=80.78 TF=81.45 A FG=80.02 TF=80.69 A FG=78.85 TF=79.52 A FG=93.75 TF=94.42 B FG=92.12 TF=92.79 B FG=90.02 TF=90.69 B FG=88.52 TF=89.19 B FG=87.03 TF=87.70 B FG=85.59 TF=86.26 B FG=84.17 TF=84.84 B FG=82.77 TF=83.44 B FG=81.64 TF=82.31 B FG=80.68 TF=81.35 B FG=79.74 TF=80.41 B FG=78.79 TF=79.46 B FG=78.19 TF=78.86 B FG=77.52 TF=78.19 B FG=77.16 TF=77.83 B FG=77.03 TF=77.70 B FG=77.27 TF=77.94 B FG=80.05 TF=80.72 B FG=79.57 TF=80.24 B FG=79.27 TF=79.94 B FG=78.97 TF=79.64 B FG=78.57 TF=79.24 B FG=78.16 TF=78.83 B FG=77.86 TF=78.53 B FG=77.56 TF=78.23 B 53' ROW 30'  -  53' ROW 30'  -  53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 89.52 88.02 86.53 85.09 83.67 82.27 81.14 80.18 79.24 78.29 77.69 77.02 76.66 76.53 76.38 76.37 76.50 77.06 77.36 78.07 79.07 78.77 78.47 77.66 69.81 71.41 75.43 75.33 69.81 71.89 75.98 80.02 88.48 91.20 89.25 88.65 87.17 84.01 82.18 80.56 79.31 78.09 86.63 85.03 84.90 84.33 84.13 83.22 82.32 80.77 77.13 76.51 75.90 76.10 80.98 81.29 81.79 81.79 81.83 81.85 81.87 81.90 82.04 82.29 82.37 82.69 83.00 83.64 83.82 85.44 86.74 87.29 80.86 79.93 80.15 78.35 80.68 80.79 81.02 82.56 81.54 81.02 80.74 80.46 80.18 79.46 79.06 78.52 77.49 80.28 81.09 81.46 77.71 77.75 78.09 78.52 78.95 79.38 79.71 80.47 79.88 79.52 83.64 83.74 82.02 85.94 81.03 80.69 77.28 80.67 81.35 81.63 81.90 85.39 78.97 79.17 75.75 70.82 70.81 69.81 69.81 70.81 69.81 69.81 70.81 70.81 69.81 70.81 70.81 3.2% 4.8% 23:1 21:1 93.01 88.34 74.84 FG=80.49 POND 1 TF=81.16 B FG=79.64 TF=80.31 B 69.81 70.81 70.81 69.87 69.87 SIDEWALK CULVERT FLAT BOTTOM SWALE SWALE 10' MIDBLOCK CROSS PAN RIPRAP 0.8% 11:1 23:1 LOT 29 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 34 TRACT D ACCESS, DRAINAGE & UTILITY EASEMENT LOT 13 LOT 33 LOT 12 LOT 32 LOT 17 LOT 28 LOT 15 LOT 22 LOT 19 LOT 21 LOT 27 LOT 18 LOT 16 LOT 12 LOT 23 LOT 20 LOT 14 LOT 31 LOT 24 LOT 25 LOT 26 LOT 30 LOT 14 LOT 16 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 13 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 84.86 79.99 80.52 93.61 80.24 89.27 89.85 BLOCK 6 BLOCK 5 69.63 70.26 CONCRETE WEIR 42.96' 30.27' 42.26' FOREBAY (SEE DETAIL ON SHEET D7) FOREBAY (SEE DETAIL ON SHEET D7) G5 GRADING PLAN 12 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G6 MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 G4 G5 G6 G1 G2 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 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / BALTUSROL DR. BALTUSROL CT. CHERRYWOOD ACRES TRACT 6 LOT 18 LOT 17 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) JUANITA LANE (29.04) 7.12 10.42 12.15 13.69 14.49 15.25 16.22 16.55 16.83 18.09 13.22 12.91 11.95 11.05 9.86 8.83 13.47 18.98 12.93 13.44 13.10 10.48 5.24 12.62 11.62 10.72 9.42 6.21 2.81 0.61 99.11 93.82 96.14 98.36 0.55 2.65 3.77 4.50 92.87 92.12 90.88 89.12 87.55 92.40 95.40 97.67 89.74 87.15 FG=97.11 TF=97.78 B FG=94.93 TF=95.60 B FG=96.01 TF=96.68 B FG=11.49 TF=12.16 A FG=12.54 TF=13.21 A FG=14.12 TF=14.79 A FG=14.76 TF=15.43 A FG=15.66 TF=16.33 A FG=16.66 TF=17.33 A FG=16.83 TF=17.50 A FG=15.00 TF=15.67 B FG=14.71 TF=15.38 B FG=13.72 TF=14.39 B FG=12.72 TF=13.39 B FG=11.92 TF=12.59 B FG=10.94 TF=11.61 B FG=7.36 TF=8.03 B FG=3.90 TF=4.57 B FG=1.71 TF=2.38 B FG=98.90 TF=99.57 B FG=97.61 TF=98.28 B FG=93.75 TF=94.42 B 53' ROW 30'  -  9' UTILITY EASEMEN 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9.08 10.99 11.76 13.00 13.62 13.35 14.26 15.06 16.16 15.47 15.97 13.97 13.22 5.57 11.42 10.32 6.81 99.66 97.44 95.05 94.14 93.63 93.25 86.67 90.66 94.64 5.38 23.13 18.24 16.38 15.55 14.32 5.91 6.15 90.88 94.43 96.01 2.0% 14.41 14.16 11.79 14.27 18.34 16.28 15.45 14.22 9.72 10.89 12.87 13.53 13.22 13.27 13.13 12.37 12.73 12.05 11.74 11.45 11.65 12.38 7.7% 4.7% 4.0% 4.2% 8:1 23.2% 4:1 7.8% 4.5% 3.6% 4:1 8.1% 93.01 88.34 5' MOWN TRAIL FLAT BOTTOM SWALE EXISTING EXISTING WELL ROAD WELL HEAD 23.03 24.21 21.73 26.96 21.79 22.11 24.63 96.61 LOT 2 LOT 1 LOT 34 LOT 21 LOT 4 LOT 3 LOT 5 LOT 6 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 LOT 17 LOT 16 93.61 15.16 6.28 12.22 4.97 3.65 1.75 3.41 1.21 99.71 98.27 BLOCK 6 BLOCK 9 BLOCK 6 G4 GRADING PLAN 11 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G5 MATCHLINE - SEE SHEET G1 G4 G5 G6 G1 G2 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 BOX CABLE H2O X X GAS GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST UD UD UD 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W KIAWAH DR. TURNBERRY ROAD E. DOUGLAS ROAD WINGED FOOT DR. RAIN GARDEN 1 87.32 87.00 81.39 83.41 87.36 87.27 87.54 87.36 87.03 84.56 81.46 78.92 77.55 76.24 74.99 73.77 73.02 72.73 72.47 72.30 72.65 72.95 73.21 73.50 72.30 72.27 72.57 73.01 73.61 74.54 74.26 75.49 75.79 77.04 76.74 78.26 78.07 79.46 80.71 79.47 81.96 80.71 81.96 81.26 81.36 81.46 80.21 78.98 77.76 76.54 75.29 74.04 73.18 72.45 72.27 79.67 79.33 79.31 79.00 73.27 69.21 70.04 66.72 74.10 74.82 77.58 79.58 65.19 62.25 FG=88.82 TF=89.49 FG=88.86 TF=89.53 B FG=88.87 TF=89.54 B FG=87.05 TF=87.72 B FG=84.91 TF=85.58 B FG=88.37 TF=89.04 W FG=88.64 TF=89.31 W FG=88.64 TF=89.31 W FG=83.31 TF=83.98 B FG=86.98 TF=87.65 B FG=82.06 TF=82.73 B FG=80.79 TF=81.46 B FG=79.42 TF=80.09 B FG=78.09 TF=78.76 B FG=76.84 TF=77.51 B FG=75.61 TF=76.28 B FG=74.86 TF=75.53 B FG=74.57 TF=75.24 B FG=74.31 TF=74.98 B FG=74.37 TF=75.04 B FG=75.15 TF=75.82 B FG=75.89 TF=76.56 B FG=77.14 TF=77.81 B FG=78.39 TF=79.06 B FG=79.61 TF=80.28 B FG=80.82 TF=81.49 B FG=82.06 TF=82.73 B FG=83.31 TF=83.98 B FG=84.27 TF=84.94 B 53' ROW 30'  -  53' ROW 30'  -  72' ROW 50'  - EOP 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 80.22 82.81 81.56 80.32 79.11 77.89 76.64 75.39 74.49 73.87 73.52 79.90 87.60 87.87 80.30 80.31 88.14 87.96 80.77 82.81 81.56 80.29 78.92 77.59 76.34 75.11 74.36 74.07 73.81 73.52 84.29 86.42 88.24 88.20 79.66 80.56 83.98 66.23 82.34 81.10 82.97 84.95 86.91 67.53 (75.57) 63.82 75.38 62.32 76.43 61.47 71.76 65.71 70.21 69.21 69.21 69.21 70.21 70.21 69.21 70.21 70.21 69.21 9:1 9:1 6.6% 5.1% 9.5% 14.7% 9.0% 10.9% 14:1 2.9% 85.54 59.99 63.28 67.90 15' UTILITY EASEMENT 59.46 66.53 66.51 SWALE SWALE 10' PAN LANDSCAPING WALL (BY OTHERS) SWALE NHBZ 2' CONCRETE PAN 4:1 5:1 22.1% 11:1 TRACT B ACCESS & DRAINAGE EASEMENT LOT 2 LOT 3 LOT 4 LOT 8 LOT 10 LOT 9 LOT 11 LOT 2 LOT 1 LOT 3 LOT 6 LOT 1 LOT 7 LOT 6 LOT 5 LOT 7 LOT 22 LOT 23 LOT 24 LOT 21 LOT 20 LOT 2 LOT 4 LOT 3 LOT 5 LOT 8 LOT 9 LOT 10 LOT 1 71.23 67.38 67.34 71.73 67.64 72.23 71.70 69.35 71.70 69.45 NATURAL HABITAT BUFFER ZONE STORM LINE B SEE SHEET ST2 STORM LINE D SEE SHEET ST3 BLOCK 2 BLOCK 3 BLOCK 1 BLOCK 4 0.5% 70.96 76.96 20' CONCRETE WEIR FOREBAY (SEE DETAIL ON SHEET D7) G3 GRADING PLAN 10 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G6 MATCHLINE - SEE SHEET G2 G3 G4 G5 G6 G1 G2 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 82.60 82.57 82.52 82.97 83.27 83.57 83.87 82.90 83.20 83.50 83.80 84.10 84.40 84.70 85.00 85.30 85.85 85.49 85.61 85.89 86.33 86.81 87.00 86.85 86.31 85.19 86.39 86.09 85.79 85.67 85.81 85.51 85.37 85.07 85.20 84.89 84.77 84.59 84.28 84.47 84.17 83.97 83.66 83.35 83.04 82.77 82.86 82.76 83.04 83.33 80.79 81.29 79.72 78.51 78.70 75.92 83.41 82.65 82.26 82.14 81.72 82.39 84.14 80.77 80.35 81.06 78.22 FG=85.30 TF=85.97 A FG=86.32 TF=86.99 A FG=85.39 TF=86.06 A FG=86.23 TF=86.90 A FG=86.36 TF=87.03 A FG=86.58 TF=87.25 A FG=86.46 TF=87.13 A FG=86.46 TF=87.13 B FG=86.24 TF=86.91 B FG=86.55 TF=87.22 B FG=86.86 TF=87.53 B FG=86.84 TF=87.51 B FG=88.18 TF=88.85 B FG=87.31 TF=87.98 B FG=86.48 TF=87.15 B FG=85.78 TF=86.45 B FG=85.10 TF=85.77 B FG=84.75 TF=85.42 B FG=85.05 TF=85.72 B FG=85.35 TF=86.02 B FG=85.65 TF=86.32 B FG=85.95 TF=86.62 B FG=86.30 TF=86.97 B FG=86.55 TF=87.22 B FG=86.85 TF=87.52 B FG=87.15 TF=87.82 B FG=87.60 TF=88.27 B FG=87.45 TF=88.12 B FG=87.74 TF=88.41 B FG=88.17 TF=88.84 B FG=88.82 TF=89.49 B FG=87.18 TF=87.85 A FG=87.66 TF=88.33 A FG=87.74 TF=88.41 A FG=87.28 TF=87.95 A FG=86.44 TF=87.11 A FG=82.95 TF=83.62 A FG=82.33 TF=83.00 A FG=87.89 TF=88.56 B FG=84.78 TF=85.45 B FG=82.64 TF=83.31 B FG=81.07 TF=81.74 B FG=80.05 TF=80.72 B FG=88.37 TF=89.04 53' ROW 30'  -  53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 80.57 84.28 79.90 87.60 88.20 87.67 87.24 86.95 86.73 87.09 86.65 86.35 86.05 85.75 85.45 85.15 84.85 84.55 84.25 83.90 83.93 84.60 85.28 85.98 86.81 87.68 81.94 80.94 (78.31) (78.38) (78.50) (78.58) (78.51) (79.09) (79.17) (79.05) (78.77) (79.09) 81.46 81.83 82.26 80.47 81.46 84.98 83.79 84.10 84.30 84.71 85.02 86.59 85.96 85.61 85.56 85.43 86.36 86.05 85.74 85.65 85.96 85.92 85.86 84.82 84.51 84.23 84.32 84.80 84.89 84.92 84.95 84.72 84.94 84.79 85.25 86.44 87.24 85.94 86.57 87.16 85.97 86.91 86.87 85.18 85.63 81.50 81.03 80.69 85.39 86.78 86.68 81.94 81.92 80.94 80.94 80.94 81.94 81.94 80.94 81.94 80.94 80.94 81.94 81.94 80.94 81.94 78.05 79.50 82.45 81.00 78.96 78.42 78.40 12.1% 9.0% 4.4% 2.3% 4.0% 4.4% 79.55 82.14 88.34 SIDEWALK AND CONCRETE CULVERT 10' MIDBLOCK CROSS PAN SWALE SWALE EDGE OF WETLANDS EXISTING PUMP HOUSE LANDSCAPING WALL (BY OTHERS) SWALE SIDEWALK CULVERT NHBZ NATURAL HABITAT BUFFER ZONE NHBZ NHBZ WETLANDS 50' BUFFER ZONE FOREBAY (SEE DETAIL ON SHEET D7) 11:1 TRACT E ACCESS & DRAINAGE EASEMENT TRACT A DRAINAGE EASEMENT LOT 3 LOT 6 LOT 2 LOT 4 LOT 5 LOT 6 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 9 LOT 10 LOT 11 LOT 7 LOT 8 LOT 18 LOT 3 LOT 4 LOT 2 LOT 1 LOT 5 LOT 1 LOT 4 LOT 5 LOT 11 LOT 12 LOT 7 LOT 8 LOT 9 LOT 10 LOT 19 LOT 18 LOT 2 LOT 3 LOT 7 LOT 8 LOT 10 LOT 11 LOT 12 LOT 9 LOT 17 LOT 19 LOT 20 85.67 85.86 88.52 86.04 86.59 86.97 87.50 STORM LINE D SEE SHEET ST3 BLOCK 10 BLOCK 9 BLOCK 1 BLOCK 5 CONCRETE WEIR 152.2' G2 GRADING PLAN 9 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G5 MATCHLINE - SEE SHEET G1 G2 G3 G4 G5 G6 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 M F E S F E S MM X X X X T ELE F.O. TELE F E S X X / / / / / / / / ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E. DOUGLAS ROAD BETHPAGE DR. WINGED FOOT DR. REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B 10.42 12.15 89.74 89.39 89.19 88.67 88.16 87.69 86.39 88.17 86.05 86.57 87.47 88.33 90.72 92.16 88.78 89.26 93.66 94.59 90.19 91.43 95.83 FG=90.08 TF=90.75 B FG=88.18 TF=88.85 B FG=91.67 TF=92.34 A FG=92.71 TF=93.38 A FG=93.79 TF=94.46 A FG=94.88 TF=95.55 A FG=93.34 TF=94.01 B FG=94.59 TF=95.26 B FG=95.84 TF=96.51 B FG=97.11 TF=97.78 B FG=92.09 TF=92.76 B 53' ROW 30'  -  53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT 90.00 90.52 91.54 91.86 93.75 94.23 92.79 87.68 16.38 15.55 14.32 10.99 9.72 90.88 90.40 89.92 89.50 89.09 85.25 86.44 87.24 87.16 90.99 92.24 93.49 94.74 96.01 86.68 15.45 14.22 9.72 10.89 93.29 90.75 10.8% 8:1 88.34 10' PAN "STOP" SIGN EXISTING PUMP EXISTING WELL ROAD EXISTING WELL ROAD ABANDONED WELL (2.00) 1.41 1.2% SWALE 91.59 92.84 94.09 95.34 96.61 LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 85.67 85.86 88.52 86.59 BLOCK 8 BLOCK 9 BLOCK 1 BLOCK 9 BLOCK 9 G1 GRADING PLAN 8 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 G1 G2 G3 G4 G5 G6 78' R.O.W 48.6' EOP -  E S M M F E S F E S M M X T ELE F.O. TELE F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / M GAS / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / VAULT CABLE T T GAS M B F P X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S T ELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / / / / / / / / / X W S O X X VAULT CABLE BOX CABLE M M H2O X GAS GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / ST AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / H Y D / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD BALTUSROL CT. BALTUSROL DR. BETHPAGE DR. TURNBERRY ROAD CARNOUSTIE DR. WINGED FOOT DR. JUANITA LANE REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B CHERRYWOOD ACRES TRACT 6 LOT 18 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1 R350' OIL BUFFER R150' OIL BUFFER R350' OIL BUFFER R350' OIL BUFFER POND 1 POND 3 WETLANDS PERMANENT WSEL = 5079 RAIN GARDEN 3 RAIN GARDEN 2 RAIN GARDEN 1 NHBZ 2' PAN FLAT BOTTOM SWALE NHBZ LANDSCAPING WALL EDGE OF WETLANDS NHBZ INLET (2) ACCESS ROAD FOR BOXELDER MODIFY EXISTING SWALE TO TIE INTO NEW CURB AND GUTTER LOT 7 LOT 5 LOT 7 LOT 2 LOT 3 LOT 4 LOT 8 LOT 10 LOT 9 LOT 11 LOT 6 LOT 8 LOT 9 LOT 10 LOT 1 LOT 7 LOT 6 LOT 11 LOT 1 LOT 2 LOT 4 LOT 3 LOT 5 LOT 7 LOT 33 LOT 13 LOT 12 LOT 32 LOT 17 LOT 28 LOT 15 LOT 22 LOT 19 LOT 21 LOT 27 LOT 18 LOT 16 LOT 23 LOT 12 LOT 20 LOT 14 LOT 31 LOT 21 LOT 9 LOT 24 LOT 25 LOT 26 LOT 30 TRACT E ACCESS & DRAINAGE EASEMENT LOT 29 TRACT A DRAINAGE EASEMENT LOT 3 LOT 3 LOT 6 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 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 18 LOT 2 LOT 1 LOT 3 LOT 3 LOT 4 LOT 2 LOT 1 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 13 LOT 1 LOT 4 LOT 5 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 7 LOT 19 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 2 LOT 3 LOT 7 LOT 8 LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 LOT 1 LOT 10 LOT 34 LOT 11 LOT 44 LOT 17 LOT 19 LOT 22 LOT 23 LOT 24 LOT 21 LOT 20 LOT 4 LOT 3 LOT 5 LOT 6 LOT 28 LOT 1 LOT 2 LOT 26 LOT 25 LOT 27 LOT 24 LOT 23 LOT 22 LOT 20 LOT 19 LOT 18 LOT 17 LOT 14 LOT 16 LOT 15 LOT 11 LOT 9 LOT 10 LOT 12 LOT 13 LOT 8 LOT 7 LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 BLOCK 2 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 BLOCK 5 BLOCK 9 BLOCK 9 BLOCK 10 BLOCK 10 BLOCK 1 BLOCK 1 BLOCK 9 BLOCK 7 BLOCK 6 TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT STORM LINE D SEE SHEET ST3 STORM LINE C SEE SHEET ST2 STORM LINE E SEE SHEET ST2 STORM LINE B SEE SHEET ST2 STORM LINE F SEE SHEET ST1 STORM LINE A SEE SHEET ST1 OG1 OVERALL GRADING PLAN 7 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. THE NATURAL HABITAT BUFFER ZONE IS INTENDED TO BE MAINTAINED IN A NATIVE LANDSCAPE. PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 8. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1 TO JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. THE SURVEY SHALL BE SENT TO THE CITY ENVIRONMENTAL PLANNER. IF ACTIVE NESTS ARE FOUND, THE CITY CITY WILL COORDINATE WITH RELEVANT STATE AND FEDERAL REPRESENTATIVES TO DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 9. PLEASE REFER TO THE EROSION CONTROL PLAN SHEETS AND REPORT FOR TEMPORARY CONTROL MEASURES AND CONSTRUCTION SEQUENCING THAT SHALL BE USED TO PREVENT LOADING OF THIS DRAINAGE FACILITY WITH SEDIMENT DURING CONSTRUCTION. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) G1 G2 G3 G4 G5 G6 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X F E S M M F E S F E S M M X T ELE F.O. TELE F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / M GAS X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X / / / / / / / / / / / / / / / / X V.P. V AULT CABLE BOX CABLE V.GAS P. GAS TH TH TH 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B / / / / / / / / / / / / / / / / ST A.V. AW / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G 8" W 8" W 8" W UD UD UD UD UD UD 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" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 16" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS IR 8" SS 8" SS 8" SS IR 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" W 8" W 8" W 8" W 8" SS 8" SS 8" SS WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD BALTUSROL CT. BALTUSROL DR. BETHPAGE DR. TURNBERRY ROAD CARNOUSTIE DR. WINGED FOOT DR. JUANITA LANE REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B CHERRYWOOD ACRES TRACT 6 LOT 18 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 17 LOT 12 LOT 11 LOT 6 LOT 5 LOT 1 PHASE 2 PHASE 1 Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com PH1 PHASING PLAN 6 NORTH KEYMAP DOUGLAS RD TURNBERRY RD LEGEND: 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. 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. TURNBERRY ROAD IMPROVEMENTS ARE TO BE COMPLETED IN PHASE 1. 4. E. DOUGLAS ROAD IMPROVEMENTS ARE TO BE COMPLETED IN PHASE 2. NOTES: PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET EXISTING STORM SEWER PHASE LINE PROPOSED RIGHT OF WAY PROPOSED STORM SEWER W W W SS SS END OF PHASE ROADWAY AND UTILITY TERMINATIONS FUTURE EXTENSION 50' 60' ( IN FEET ) 0 1 INCH = 120 FEET 120 120 240 360 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X V .P. W S O W S O W S O W S O X X X X X X X X X X X H Y D WV X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / MGAS / / / / / / / / / / / / / / / / / / / / / / / / F E S M F E S TELE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X / / / / / / / / / / / / / / / / F E S M F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X W S O X X X X X X X X X X X X X X V.P. VAULT CABLE BOX CABLE H2O X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST ST ST ST / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 10"W 1976 (AC) 10"W 1976 (AC) 4" (AC) 10"W 1976 (AC) 4" (AC) W W W W W W W W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / G W E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / PUMP HOUSE TO REMAIN GAS LINE TO REMAIN WATERLINE TO REMAIN ELECTRIC LINE TO REMAIN ELECTRIC TRANSFORMER BOX TO REMAIN PUMP HOUSE TO REMAIN VERTICAL PIPE TO REMAIN PUMP HOUSE TO REMAIN ± 345 L.F. OF FENCE TO BE REMOVED ± 1,962 L.F. OF OVERHEAD ELECTRIC LINE TO BE BURIED ± 1,322 L.F. OF FENCE TO BE REMOVED ± 565 L.F. OF FENCE TO BE REMOVED ± 783 L.F.OF FENCE TO BE REMOVED ± 690 L.F. OF FENCE TO BE REMOVED ± 925 S.F. OF WETLAND TO BE RELOCATED TO WETLAND TO THE WEST ± 42,003 S.F. OF WETLANDS TO REMAIN DROP BOX INLET INV. IN= 5062.84 (W) INV. OUT= 5058.62 (E) EXISTING 24" CMP FL = 5063.37 TELEPHONE PEDESTAL TO BE REMOVED OVERHEAD ELECTRIC POLE TO BE REMOVED ± 350 S.F. OF CONCRETE TO BE REMOVED TURNBERRY ROAD TURNBERRY ROAD E. DOUGLAS ROAD OPEN WATER POND TO BE REMOVED OUTFALL PIPE EXTENDS TO BOTTOM OF THE DITCH TO THE EAST BENCHMARK 92-14 N:150095.01 E:205460.88 CP "DAY" N:149746.84 E:204141.24 NE CORNER S30-T8N-R68W N:150052.51 E:205416.94 "STOP" SIGN TO BE RELOCATED "RIGHT LANE BIKES ONLY" SIGN / / / / / / / / / / / / / EXISTING 12" CMP CULVERT TO BE REMOVED EXISTING 12" CMP CULVERT TO BE REMOVED / / / / / / / / / / / / / / FORT COLLINS CITY BOUNDARY EXISTING 60' ROW EXISTING 60' ROW EDGE OF WETLANDS EXISTING WELL ROAD EXISTING ELCO METER TO BE REMOVED EXISTING 12" ADS INV. IN = 5063 (S) INV. OUT = 5062.5 (N) EXISTING STORM CULVERT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ±2,600 L.F. OF 4" AC ELCO WATERLINE TO BE REMOVED ±2,650 L.F. OF 10" PVC ELCO WATERLINE TO BE REMOVED LOT 11 LOT 6 LOT 5 LOT 1 EX2 AND DEMOLITION PLANS EXISTING CONDITIONS 5 NORTH ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES, INC. ADDITIONAL TOPO: PROJECT NUMBER: 103-005 1324-001 DATE: JULY 11, 2006 MAY 2, 2017 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EARTH ENGINEERING CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT EEC PROJECT NUMBER: 1062013 DATE: FEBRUARY 22, 2006 APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL AND MILL AND OVERLAY EX1 EX2 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 G G G G G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X X X X X X X X X X WV TELE H Y D WV WV X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F E S F E S / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / M X X X X X X X F E S M M F E S F E S M M X X TELE F.O. TELE F E S X F E S F E S M M / / / / / / / / / / / / / / / / WV F E S F E S F E S F E S E E F E S / / / / / / / / M F E S F E S MM W S O W F E S F E S M M X GAS F E S X E X E F E S X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / F E S M 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / A .V. AW W W W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 10"W 1976 (AC) 10"W 1976 (AC) 4" (AC) 4" (AC) W E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN EXISTING 10" WATERLINE TO REMAIN ±1,067 L.F OF OVERHEAD ELECTRIC LINE TO BE BURIED GAS VALVE TO REMAIN ELEVATED PIPES (2) TO REMAIN EXISTING CATTLE GUARD TO REMAIN EXISTING FENCE TO REMAIN ELECTRICAL BOX W/ METAL 2 RAIL FENCE TO REMAIN ELECTRICAL BOX W/ METAL 2 RAIL FENCE TO REMAIN WATERLINE TO REMAIN GAS LINE TO REMAIN OIL RIG IN THE MIDDLE OF THE FENCE TO REMAIN ELECTRIC LINE TO REMAIN MSSU W/ METAL 2 RAIL FENCE TO REMAIN FENCE TO REMAIN MAILBOX TO REMAIN MAILBOX TO REMAIN TELEPHONE PEDESTAL TO REMAIN MAILBOXES TO REMAIN MAILBOX TO REMAIN MAILBOXES TO REMAIN EXISTING FIRE HYDRANT TO BE REMOVED TELEPHONE PEDESTAL TO BE REMOVED ± 905 L.F. OF FENCE TO BE REMOVED ± 1,157 L.F. OF FENCE TO BE REMOVED ± 42,003 S.F. OF WETLANDS TO REMAIN E. DOUGLAS ROAD N 1/4 S30-T8N-R68W N:150082.36 E:202773.42 CP "OIL" N:149442.70 E:202963.65 EXISTING 60' ROW ± 4640 L.F. OF INTERNAL PRIVATE WATER SERVICE LINE FENCE TO REMAIN JUANITA LANE ABANDONED WELL HEAD EDGE OF WETLANDS EXISTING WELL ROAD EXISTING WELL ROAD EXISTING WELL ROAD CONTRACTOR TO VERIFY EXISTING WATER LINE PRIOR TO MOBILIZATION EXISTING ELCO AIR VAC TO BE REMOVED EXISTING SERVICE LINE TO ELCO AIR VAC TO BE REMOVED / / / / / / / / / / EXISTING CMP AND TWO (2) FES TO BE REMOVED EXISTING STORM CULVERT EXISTING STORM CULVERT / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B CHERRYWOOD ACRES TRACT 6 EX1 AND DEMOLITION PLANS EXISTING CONDITIONS 4 NORTH ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R Sheet of 73 COUNTRY CLUB RESERVE These drawings are instruments of service provided by Northern Engineering Services, Inc. and are not to be used for any type of construction unless signed and sealed by a Professional Engineer in the employ of Northern Engineering Services, Inc. NOT FOR CONSTRUCTION BID SET 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 E NGINEER ING N O R T H E RN PHONE: 970.221.4158 www.northernengineering.com KEYMAP DOUGLAS RD TURNBERRY RD EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3. CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 4. ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5. CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. ORIGINAL FIELD SURVEY BY: NORTHERN ENGINEERING SERVICES, INC. ADDITIONAL TOPO: PROJECT NUMBER: 103-005 1324-001 DATE: JULY 11, 2006 MAY 2, 2017 EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EARTH ENGINEERING CONSULTANTS, INC. PRELIMINARY GEOTECHNICAL EXPLORATION - BOMA FARM DEVELOPMENT EEC PROJECT NUMBER: 1062013 DATE: FEBRUARY 22, 2006 APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL AND MILL AND OVERLAY EX1 EX2 1. ALL EXISTING TREES WITHIN THE LIMITS OF THE DEVELOPMENT AND WITHIN ANY NATURAL AREA BUFFER ZONES SHALL REMAIN AND BE PROTECTED UNLESS NOTED ON THESE PLANS FOR REMOVAL. 2. WITHIN THE DRIP LINE OF ANY PROTECTED EXISTING TREE, THERE SHALL BE NO CUT OR FILL OVER A FOUR-INCH DEPTH UNLESS A QUALIFIED ARBORIST OR FORESTER HAS EVALUATED AND APPROVED THE DISTURBANCE. 3. ALL PROTECTED EXISTING TREES SHALL BE PRUNED TO THE CITY OF FORT COLLINS FORESTRY STANDARDS. TREE PRUNING AND REMOVAL SHALL BE PERFORMED BY A BUSINESS THAT HOLDS A CURRENT CITY OF FORT COLLINS ARBORIST LICENSE WHERE REQUIRED BY CODE. 4. PRIOR TO AND DURING CONSTRUCTION, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED EXISTING TREES WITH SUCH BARRIERS TO BE OF ORANGE FENCING A MINIMUM OF FOUR (4) FEET IN HEIGHT, SECURED WITH METAL T-POSTS, NO CLOSER THAN SIX (6) FEET FROM THE TRUNK OR ONE-HALF (½) OF THE DRIP LINE, WHICHEVER IS GREATER. THERE SHALL BE NO STORAGE OR MOVEMENT OF EQUIPMENT, MATERIAL, DEBRIS OR FILL WITHIN THE FENCED TREE PROTECTION ZONE. 5. DURING THE CONSTRUCTION STAGE OF DEVELOPMENT, THE APPLICANT SHALL PREVENT THE CLEANING OF EQUIPMENT OR MATERIAL OR THE STORAGE AND DISPOSAL OF WASTE MATERIAL SUCH AS PAINTS, OILS, SOLVENTS, ASPHALT, CONCRETE, MOTOR OIL OR ANY OTHER MATERIAL HARMFUL TO THE LIFE OF A TREE WITHIN THE DRIP LINE OF ANY PROTECTED TREE OR GROUP OF TREES. 6. NO DAMAGING ATTACHMENT, WIRES, SIGNS OR PERMITS MAY BE FASTENED TO ANY PROTECTED TREE. 7. LARGE PROPERTY AREAS CONTAINING PROTECTED TREES AND SEPARATED FROM CONSTRUCTION OR LAND CLEARING AREAS, ROAD RIGHTS-OF-WAY AND UTILITY EASEMENTS MAY BE "RIBBONED OFF," RATHER THAN ERECTING PROTECTIVE FENCING AROUND EACH TREE AS REQUIRED IN SUBSECTION (G)(3) ABOVE. THIS MAY BE ACCOMPLISHED BY PLACING METAL T-POST STAKES A MAXIMUM OF FIFTY (50) FEET APART AND TYING RIBBON OR ROPE FROM STAKE-TO-STAKE ALONG THE OUTSIDE PERIMETERS OF SUCH AREAS BEING CLEARED 8. THE INSTALLATION OF UTILITIES, IRRIGATION LINES OR ANY UNDERGROUND FIXTURE REQUIRING EXCAVATION DEEPER THAN SIX (6) INCHES SHALL BE ACCOMPLISHED BY BORING UNDER THE ROOT SYSTEM OF PROTECTED EXISTING TREES AT A MINIMUM DEPTH OF TWENTY-FOUR (24) INCHES. THE AUGER DISTANCE IS ESTABLISHED FROM THE FACE OF THE TREE (OUTER BARK) AND IS SCALED FROM TREE DIAMETER AT BREAST HEIGHT AS DESCRIBED IN THE CHART BELOW: 9. NO TREES SHALL BE REMOVED DURING THE SONGBIRD NESTING SEASON (FEBRUARY 1-JULY 31) WITHOUT FIRST HAVING A PROFESSIONAL ECOLOGIST OR WILDLIFE BIOLOGIST COMPLETE A NESTING SURVEY TO IDENTIFY ANY ACTIVE NESTS EXISTING ON THE PROJECT SITE. IF ACTIVE NESTS ARE FOUND, THE CITY ENVIRONMENTAL PLANNER WILL DETERMINE WHETHER ADDITIONAL RESTRICTIONS ON TREE REMOVAL AND CONSTRUCTION APPLY. 10. REFER TO LANDSCAPE AND IRRIGATION PLANS FOR ADDITIONAL TREE PROTECTION MEASURES. TREE PROTECTION NOTES: TREE DIAMETER AT BREAST HEIGHT (INCHES) AUGER DISTANCE FROM FACE OF TREE (FEET) 0-2 1 3-4 2 5-9 5 10-14 10 15-19 12 OVER 19 15 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. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION 1. Standard and Specification: Construction shall be per the East Larimer County Water District Standard Construction Specifications in effect at the start of constructions. 2. 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 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. 3. Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done. 4. Safety: 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. 5. Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft)shall be placed within ten feet (10-ft) of any District waterline (distribution main, service line, meter, etc.). The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6. Design Approval and Notice of Construction Start: 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). 7. Permits: Contractor is responsible for obtaining all County road permits which may be required. 8. Changes During Construction: 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 below in these Notes. 9. Materials of Construction: a. 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 (DR 18). All PVC piping 14-inch through 24-inch shall be manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36", Class 200 (DR 18). Pipe with a diameter greater than 24 inches shall be specified based on engineered design. Pipe size shall be 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 valve as a tracer wire. 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, ductile iron, manufactured in accordance with AWWA Standard C153. 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. b. Gate Valves - 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. c. Butterfly Valves - Butterfly valves shall conform to AWWA Standard C504-80 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. Valve shall be Mueller or approved equal. d. 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. e. Fittings - All fittings shall be swing assemblies with anchor couplings. 10. Pipe Wrap: All fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. 11. 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. 12. 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. 13. Joint Restraint: All fittings, tees, plugs, and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with ELCO Specifications. Thrust blocks shall be used only as required per field conditions and as approved or directed by the ELCO field inspector. . 14. Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 15. Asphalt Replacement: 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. 16. Pipe Cover: 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. 17. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by ELCO personnel or the District's authorized contractor with no exception. 18. Inspection: 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 the District's 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. 19. 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. 20. Project As-Built and Record Drawing Requirements: a. 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 project's design engineer for conversion to Record Drawings. b. Record Drawings are prepared by the project's design 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 are to be delivered to the District in hard copy (11 x 17 format) and electronic format. Hard copy drawing text font size shall be large enough to be legible with font size approved by the District. Electronic format shall be delivered in Adobe .pdf, AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 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. 21. Warranty: The Contractor shall warrant all work associated with the waterline installation including, but not limited to 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 the ELCO. EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17. Prior to final inspection and acceptance by the Local Entity, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18. The Local Entity shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the Local Entity failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19. All recommendations of the final drainage and erosion control study Final Drainage Report For Country Club Reserve Dated 09.18.19 by Northern Engineering shall be followed and implemented. 20. Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21. The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the Local Entity street inspector. 22. No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23. The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the Local Entity Engineering Inspector (Fort Collins - 221-6605) and the Local Entity Erosion Control Inspector (Fort Collins – 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 24. If the Local Entity Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the Local Entity reserves the right not to accept the improvement if subsequent testing reveals an improper installation. The Developer shall be responsible for obtaining soils tests within the Public Right-of- Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the Local Entity’s default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the Local Entity Engineer approves the final report. 25. The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the Local Entity inspector. The engineer or surveyor must certify in a letter to the Local Entity that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the Local Entity before installation of base course or asphalt will be allowed on the streets. 26. All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27. Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution should be referred to for additional criteria for roads within these districts. 28. All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29. Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30. The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31. The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (Local Entity, County or State), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32. Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact Local Entity Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33. The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development’s local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34. There shall be no site construction activities on Saturdays, unless specifically approved by the Local Entity Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the Local Entity. 35. The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36. Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37. The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38. If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the Local Entity Engineer immediately. 39. The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Local Entity’s Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the Local Entity Engineer. 40. The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14 NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 5075.10 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15 DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION = 5123.89 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17 41. All stationing is based on centerline/flowline (insert proper word) of roadways unless otherwise noted. 42. Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer’s expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43. When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Local Entity Construction Inspector before any cuts are made. Patching shall be done in accordance with the Local Entity Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Local Entity Engineer and/or the Local Entity Inspector at the time the cuts are made. 44. Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45. Standard Handicap ramps are to be constructed at all curb returns and at all “T” intersections. 46. After acceptance by the Local Entity, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47. The Local Entity shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: City of Fort Collins, Boxelder Sanitation District, and ELCO Water District. 48. Approved Variances are listed as follows: 48.1. Minimum spacing between entrances along Turnberry Road and Douglas Avenue. CONSTRUCTION NOTES A. Grading and Erosion and Sediment 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 Local Entity. 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 clean up any inadvertent deposited material immediately and make sure streets are free of all materials by 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 Local Entity 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. To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector, (Within Loveland GMA and City Limits Only). a. Below all gutter downspouts. b. Out to drainage swales. c. Along lot perimeter. d. Other locations, if needed. 16. 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/County. 17. A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e. stone, dirt, etc. shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpiles, staging areas, construction materials, concrete washout areas, and/or building sites. 18. Add notes to reflect the stormwater runoff control plan of the individual development. B. Street Improvements Notes 1. All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2. A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Local Entity Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3. Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the Local Entity Engineer in Loveland. 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 Local Entity 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 Local Entity Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7. All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8. The Developer is required to perform a gutter water flow test in the presence of the Local Entity Inspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9. Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. “Proof roll” vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall be notified at least 24 hours prior to the “proof roll.” All “proof rolls” shall be preformed in the presence of an Inspector. 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 Local Entity Standards and these plans or as otherwise specified in MUTCD. 4. All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5. All lane lines for concrete pavement should be epoxy paint. 6. Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the Local Entity Engineer prior to permanent installation of striping and symbols. 7. Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8. Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9. All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10. All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11. A field inspection of location and installation of all signs shall be performed by the Local Entity Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12. The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13. Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14. Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period, the Local Entity Engineer reserves the right to require additional signage and/or striping if the Local Entity Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15. Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1. The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2. All recommendations of the final drainage and erosion control study Final Drainage Report For Country Club Reserve Dated 09.18.19 by Northern Engineering 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. Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 VICINITY MAP NORTH I hereby affirm that these final construction plans were prepared under my direct supervision, in accordance with all applicable City of Fort Collins and State of Colorado standards and statutes, respectively; and that I am fully responsible for the accuracy of all design. revisions, and record conditions that I have noted on these plans. These plans have been reviewed by the City of Fort Collins for concept only. The review does not imply responsibility by the reviewing department, the City of Fort Collins Engineer, or the City of Fort Collins for accuracy and correctness of the calculations. Furthermore, the review does not imply that quantities of items on the plans are the final quantities required. The review shall not be construed for any reason as acceptance of financial responsibility by the City of Fort Collins for additional quantities of items shown that may be required during the construction phase. DISCLAIMER STATEMENT: CERTIFICATION STATEMENT: Northern Engineering Services, Inc. Additional Topo Project No. 103-005 1324-001 Date: July 11, 2006 May 2, 2017 ORIGINAL FIELD SURVEY BY: Earth Engineering Consultants, Inc. Preliminary Geotechnical Exploration - Boma Farm Development Fort Collins, Colorado EEC Project No. 1062013 Date: February 22, 2006 SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: ENGINEER ING N O R T H E RN ENGINEER ING N O R T H E RN CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R SITE ENGINEER SURVEYOR CS1 COVER SHEET CS2 - CS3 GENERAL AND CONSTRUCTION NOTES EX1 - EX2 EXISTING CONDITIONS AND DEMOLITION PLAN PH1 PHASING PLAN OG1 OVERALL GRADING PLAN G1 - G6 GRADING PLAN EC1 EROSION CONTROL PLAN EC2 EROSION CONTROL DETAILS OU1 OVERALL UTILITY PLAN U1 - U6 UTILITY PLAN OS1 - OS4 OFFSITE SANITARY SEWER SS1 - SS3 SANITARY SEWER A PLAN AND PROFILE SS4 SANITARY SEWER A5 PLAN AND PROFILE SS5 - SS6 SANITARY SEWER A5-1 PLAN AND PROFILE SS7 SANITARY SEWER A5-1.5 & A5-1.6 PLAN AND PROFILE SS8 SANITARY SEWER B PLAN AND PROFILE SS9 SANITARY SEWER B4 PLAN AND PROFILE SD1 SUBDRAIN B AND A PLAN AND PROFILE SD2 SUBDRAIN A PLAN AND PROFILE SD3 SUBDRAIN C AND C2 PLAN AND PROFILE ST1 STORM LINE A AND F PLAN AND PROFILE ST2 STORM LINE B, C, AND E PLAN AND PROFILE ST3 STORM LINE D PLAN AND PROFILE R1 BETHPAGE DR. PLAN AND PROFILE R2-R3 WINGED FOOT DRIVE PLAN AND PROFILE R4 KIAWAH DRIVE PLAN AND PROFILE R5 CARNOUSTIE DRIVE PLAN AND PROFILE R6 BALTUSROL DRIVE/BALTUSROL COURT PLAN AND PROFILE R7 BALTUSROL DRIVE PLAN AND PROFILE R8 ROYAL TROON AVENUE PLAN AND PROFILE R9-R11 EAST DOUGLAS ROAD PLAN AND PROFILE R12-R13 TURNBERRY ROAD PLAN AND PROFILE XS1-XS3 EAST DOUGLAS ROAD ROADWAY CROSS SECTIONS XS4-XS5 TURNBERRY ROAD ROADWAY CROSS SECTIONS SP1 EAST DOUGLAS ROAD STRIPING PLAN SP2 TURNBERRY ROAD STRIPING PLAN INT1-INT4 INTERSECTION DETAILS DR1 DRAINAGE EXHIBIT D1-D7 DETAILS PROJECT LOCATION EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL The Birdsall Group, LLC 444 Mountain Avenue Berthoud, CO 80513 (970) 532-5891 PLANNER/ LANDSCAPE ARCHITECT DEVELOPER/APPLICANT Crystal Cove Development, LLC 8020 S County Road 5, Unit 200 Fort Collins, CO 80528 (970) 204-9393 PROJECT DATUM: NAVD 88 BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 92-14 NORTHEAST CORNER OF DOUGLAS ROAD AND TURNBERRY ROAD, ON TOP OF AN IRRIGATION STRUCTURE. ELEVATION = 5075.10 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 92-15 DOUGLAS ROAD AND COUNTY ROAD 13, ON A LARIMER COUNTRY BRASS CAP, ON THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. ELEVATION = 5123.89 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED(PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17 BASIS OF BEARING: THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30-T8N-R68W AS BEARING SOUTH 89°21'11" EAST.