Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutCOUNTRY CLUB RESERVE - FDP180030 - SUBMITTAL DOCUMENTS - ROUND 1 - 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 65 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 REVIEW 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 DECEMBER 2018 SHEET INDEX FINAL UTILITY PLANS FOR A TRACT OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 8 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO COUNTRY CLUB RESERVE PHONE NUMBER Bud Curtiss, PE Northern Engineering Services, Inc. 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Erik Smith, PLS Sheet of 65 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 REVIEW 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL 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 Sheet of 65 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 REVIEW 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 W V .P. V.P. V.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 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 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 W V WWVV WV WV WV X X X X X X X X X X X X X X X X X X X X 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS UD UD UD UD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 4" W 4" W 4" W V .P. V.V.P. P. LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 4" W 4" W 4" W V .P. V.P. V.P. A.R.V. GAS X X X X X X X G X X 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 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W E E E E E E E E E E E E E E H Y D W V X X X X X X F E S M F E S TELE X X X X 10"W 1976 (AC) 000 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 4" W 4" W V.P. WV WWVV WV WV WV 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 X X V.GAS GAS P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST 10"W 1976 (AC) 4" (AC) 10"W 1976 (AC) 4" (AC) W W W W W W W W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD G G 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 U D UD UD UD CARNOUSTIE DR. BALTUSROL DR. ROYAL TROON AVE. SIDEWALK CHASE RAIN GARDEN 2 FLAT BOTTOM SWALE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 X X ST 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 4" W 4" W 4" 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 EC2 EROSION CONTROL DETAILS 14 Sheet of 65 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 REVIEW 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 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 4" W 4" W 4" W 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 W 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 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 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 V.V.P. P. A .R.V. GAS X X X X X X X G X X 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 WV WV X X X X X X 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 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 E E E E E E E E E E E E E E H Y D WV X X X X X X F E S M F E S TELE X X X 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 10" W 10" W 10" W 10" W 10" 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 4" W 4" W 4" W V.P. WV WWVV WV WV WV 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 X 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 10" W 10" W 10" W 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 W W W W W W W W W W W W W W W W W W G AS 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 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 LOD LOD LOD LOD LOD LOD LOD 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 MGAS X X X X X E OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 EX SSMH STA 10+00.00 RIM 5064.2± INV. IN 5049.49 (E) 49.61 LF 15" PVC @ 0.15% SSMH OS9 STA 10+49.61 RIM 5064.0± INV. IN 5049.76 (N) INV. OUT 5049.56 (W) 172.78 LF 15" PVC @ 0.15% SSMH OS8 STA 12+22.38 RIM 5064.0± INV. IN 5050.22 (N) INV. OUT 5050.02 (S) 400.00 LF 15" PVC @ 0.15% SSMH OS7 STA 16+22.38 RIM 5066.3± 400.00 LF 15" PVC @ 0.15% SSMH OS6 STA 20+22.38 RIM 5069.4± 400.00 LF 15" PVC @ 0.15% 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 24" W W W W W W W W W G G G G W W W X X X X X X X W B F P VAULT CABLE X X T T T T T T V.P. GAS V.P. M B F P OHE OHE 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 W W W W W W W W W W W W W W W W W W W W W V.P. X X X X X X X X X X X G X X X X X M G AS T T V.GAS P. X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST 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 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) LOT 1 L OD LOD LOD LOD LOD 405.80 LF 15" PVC @ 0.15% 309.22 LF 15" PVC @ 0.15% TURNBERRY ROAD TURNBERRY ROAD SSMH B1 STA 10+00.00 N: 149645.31 E: 205412.34 SSMH OS1 STA 44+22.38 N: 149336.12 E: 205408.85 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 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 PROPOSED GRADE EXISTING GRADE OIL AND GAS ACCESS CROSSING SSMH A1 STA 10+00.00 RIM 5069.1± INV. IN 5055.81 (N) INV. IN 5056.19 (W) INV. OUT 5055.61 (S) 161.42 LF 8" PVC @ 0.60% SSMH A2 STA 11+61.42 RIM 5065.9± INV. IN 5057.36 (W) INV. OUT 5057.16 (E) 400.00 LF 8" PVC @ 0.60% SSMH A3 STA 15+61.41 RIM 5076.3± INV. IN 5059.96 (W) INV. OUT 5059.76 (E) 400.00 LF 8" PVC @ 0.60% SSMH A4 STA 19+61.42 RIM 5069.8± INV. IN 5062.56 (W) INV. OUT 5062.36 (E) 196.70 LF 8" PVC @ 1.00% SSMH A5 STA 21+58.12 RIM 5074.7± INV. IN 5064.80 (SW) INV. IN 5064.80 (N) INV. OUT 5064.53 (E) W W W W B B LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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" 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 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 W W W W W W W W W W W G G G G G G G G G G G E E E E E E E E E E E B B LOT 6 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 5055 5060 5065 5070 5075 5080 5085 5090 5095 5100 5055 5060 5065 5070 5075 5080 5085 5090 5095 5100 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 PROPOSED GRADE EXISTING GRADE SSMH A6 STA 12+38.20 RIM 5076.7± INV. IN 5067.38 (W) INV. IN 5067.38 (N) INV. OUT 5067.18 (S) 251.23 LF 8" PVC @ 0.51% SSMH A7 STA 12+51.23 RIM 5078.5± INV. IN 5068.86 (NW) INV. OUT 5068.66 (E) 111.56 LF 8" PVC @ 1.00% SSMH A8 STA 13+62.79 RIM 5079.2± INV. IN 5070.18 (NW) INV. OUT 5069.98 (SE) 253.23 LF 8" PVC @ 1.00% SSMH A9 STA 16+16.02 RIM 5084.5± INV. IN 5072.91 (NW) INV. OUT 5072.71 (SE) 71.74 LF 8" PVC @ 0.50% SSMH A10 STA 16+87.76 RIM 5085.4± INV. IN 5073.47 (N) INV. OUT 5073.27 (SE) 71.46 LF 8" PVC @ 0.50% SSMH A11 STA 17+59.22 RIM 5084.9± INV. IN 5074.03 (N) INV. OUT 5073.83 (S) 76.00 LF 8" PVC @ 0.50% 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 B B AW BETHPAGE DR. LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 5075 5080 5085 5090 5095 5100 5105 5110 5115 5120 5075 5080 5085 5090 5095 5100 5105 5110 5115 5120 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH A13 STA 12+73.38 RIM 5089.3± INV. IN 5078.91 (S) INV. IN 5078.91 (N) INV. OUT 5078.71 (E) 385.60 LF 8" PVC @ 1.55% SSMH A14 STA 13+85.60 RIM 5096.2± INV. IN 5085.10 (W) INV. OUT 5084.90 (N) 88.52 LF 8" PVC @ 2.50% SSMH A15 STA 14+74.13 RIM 5098.5± INV. IN 5087.51 (W) INV. OUT 5087.31 (E) 123.73 LF 8" PVC @ 2.50% SSMH A16 STA 15+97.86 RIM 5101.6± INV. IN 5090.81 (SW) INV. OUT 5090.61 (E) 128.15 LF 8" PVC @ 2.50% SSMH A17 STA 17+26.00 RIM 5112.0± INV. IN 5094.21 (SW) INV. OUT 5094.01 (NE) 152.47 LF 8" PVC @ 4.00% SSMH A18 STA ??? RIM 5111.5± INV. OUT 5100.31 (NE) PROPOSED GRADE EXISTING GRADE W W W 5050 5055 5060 5065 5070 5075 5080 5085 5090 5095 5050 5055 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+75 PROPOSED GRADE EXISTING GRADE SSMH B1 STA 10+00.00 RIM 5071.8± INV. IN 5057.19 (W) INV. OUT 5057.09 (S) 166.27 LF 8" PVC @ 3.00% SSMH B2 STA 11+66.27 RIM 5073.0± INV. IN 5062.38 (NW) INV. OUT 5062.18 (E) 117.25 LF 8" PVC @ 3.00% SSMH B3 STA 12+83.53 RIM 5074.5± INV. IN 5066.10 (NW) INV. OUT 5065.90 (SE) 400.05 LF 8" PVC @ 2.00% SSMH B4 STA 16+83.57 RIM 5084.6± INV. IN 5074.20 (SW) INV. IN 5074.20 (N) INV. OUT 5074.10 (SE) V.P. B W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) 15" SS 15" SS 15" SS U D 5065 5070 5075 5080 5085 5090 5095 5100 5065 5070 5075 5080 5085 5090 5095 5100 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+006+25 PROPOSED GRADE EXISTING GRADE SD A1 STA 0+00.00 FL. EL 5076.0± INV. OUT 5075.36 (E) 297.12 LF 6" HDPE @ 1.00% SD A2 STA 2+97.12 RIM 5073.0± INV. IN 5072.39 (W) INV. IN 5072.39 (E) INV. IN 5072.39 (S) 260.01 LF 6" HDPE @ 1.00% SD A3 STA 5+57.14 RIM 5075.6± INV. OUT 5074.99 (W) W W 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 E E TH TH TH B 000 LOD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD V .P. X X X X X 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) HEADWALL B1 STA 12+08.09 FES B2 STA 10+00.00 N: 149489.20 E: 205334.99 OUTFALL A5 STA 12+02.28 N: 149408.13 E: 205315.51 CONVER HDPE-RCP A4 STA 10+78.14 N: 149408.03 E: 205439.65 22-1/2° BEND A3 STA 10+39.05 N: 149408.00 E: 205478.74 22-1_2° BEND A2 STA 10+04.00 N: 149395.22 E: 205511.38 FES A1 STA 10+00.00 N: 149393.65 E: 205515.06 208.09 LF 24" HDPE @ 0.50% 124.14 LF 24" RCP @ 0.50% 15" SS 15" SS 15" SS SD SD SD SD V.P. X W W W W W 14"W 1976 (AC) OUTFALL A5 STA 12+02.28 N: 149408.13 E: 205315.51 CONVER HDPE-RCP A4 STA 10+78.14 N: 149408.03 E: 205439.65 22-1/2° BEND A3 STA 10+39.05 N: 149408.00 E: 205478.74 22-1_2° BEND A2 STA 10+04.00 N: 149395.22 E: 205511.38 FES A1 STA 10+00.00 N: 149393.65 E: 205515.06 124.14 LF 24" RCP @ 0.50% 39.09 LF 24" HDPE @ 0.50% 35.06 LF 24" HDPE @ 52.87% 4.00 LF 24" HDPE @ 0.50% POND 1 TURNBERRY ROAD 72' ROW 50' - EOP TRACT C ACCESS & DRAINAGE EASEMENT 5030 5035 5040 5045 5050 5055 5060 5065 5070 5075 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 4" W 4" W 4" W 4" W 4" W 4" W 4" W W W W W W W W E E E E E H Y D W V F E S M F E S TELE X X X F E S M F E S X X X X X 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 10" W 10" W 10" W 10" W 10"W 1976 (AC) 000 4" (AC) 10"W 1976 (AC) 4" W 4" W 4" W 4" W 4" W 4" W W W W W W W W W E E E E E E E X X T ELE M X X X 10" W 10" W 10" W 10" W 10" W 10" W OHE OHE OHE OHE AW W WINGED FOOT DR. SEE SHEET R2 E. DOUGLAS RD SEE SHEET R9 BALTUSROL DR. / BALTUSROL CT. SEE SHEET R6 BETHPAGE DR. BETHPAGE DR. 4.5' SIDEWALK 4.5' SIDEWALK P P P 53' ROW 30'  -  11' UTILITY EASEMENT 11' UTILITY EASEMENT 5080 5085 5090 5095 5100 5105 5080 5085 5090 5095 5100 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 -2.00% 2.00% -2.35% 0.50% 0.90% 1.30% 0.80% 0.90% 1.70% 1.30% -1.30% -0.90% -0.50% -2.10% -1.70% -2.10% -2.50% -1.90% -1.70% PVI STA = 10+00.00 PVI ELEV = 5089.29 PVI STA = 10+13.83 PVI ELEV = 5088.97 PVI STA = 10+89.19 PVI ELEV = 5087.53 PVI STA = 13+27.65 PVI ELEV = 5083.48 PVI STA = 13+37.65 PVI ELEV = 5083.27 PVI STA = 13+57.65 PVI ELEV = 5082.77 PVI STA = 13+67.65 PVI ELEV = 5082.56 PVI STA = 13+77.65 PVI ELEV = 5082.39 PVI STA = 13+87.65 PVI ELEV = 5082.26 PVI STA = 13+97.65 PVI ELEV = 5082.17 PVI STA = 14+07.65 PVI ELEV = 5082.12 PVI STA = 14+13.65 PVI ELEV = 5082.00 PVI STA = 14+19.65 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 3.64% 3.33% -2.50% 0.80% -3.00% -3.00% PVI STA = 25+36.81 PVI ELEV = 5081.23 PVI STA = 25+86.81 PVI ELEV = 5079.73 PVI STA = 25+91.81 PVI ELEV = 5079.60 PVI STA = 25+96.81 PVI ELEV = 5079.77 PVI STA = 26+26.81 PVI ELEV = 5080.86 190.0' VC HP ELEV = 5088.67 HP STA = 22+13.63 PVI STA = 22+68.63 PVI ELEV = 5089.27 BVCS: 21+73.63 BVCE: 5088.51 EVCS: 23+63.63 EVCE: 5086.42 A.D. = 3.80 K = 50.00 PROPOSED GRADE EXISTING GROUND 5086.92 5087.12 5087.32 5087.52 5087.72 5087.92 5088.12 5088.32 5088.52 5088.65 5088.66 5088.54 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 -2.25% 1.88% -2.60% -1.20% -1.60% PVI STA = 10+00.00 PVI ELEV = 5084.61 PVI STA = 10+13.83 PVI ELEV = 5084.30 PVI STA = 16+83.60 PVI ELEV = 5071.84 PVI STA = 16+54.60 PVI ELEV = 5071.26 PVI STA = 15+99.60 PVI ELEV = 5072.19 PVI STA = 16+49.60 PVI ELEV = 5071.39 98.0' VC PVI STA = 13+76.59 PVI ELEV = 5074.86 BCVS: 13+27.57 BVCE: 5076.14 ECVS: 14+25.60 EVCE: 5074.27 A.D. = 1.40 K = 70.00 PROPOSED GRADE EXISTING GROUND 5084.61 5084.01 5083.36 5082.71 5082.06 5081.41 5080.76 5080.11 5079.46 5078.80 5078.15 5077.50 5076.85 5076.20 5075.59 5075.06 5074.63 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 -2.25% 2.25% 1.40% -1.30% -2.50% -2.50% 2.50% -0.50% -0.90% PVI STA = 10+00.00 PVI ELEV = 5084.40 PVI STA = 10+13.83 PVI ELEV = 5084.09 PVI STA = 18+36.78 PVI ELEV = 5076.81 PVI STA = 18+19.95 PVI ELEV = 5076.42 PVI STA = 10+16.83 PVI ELEV = 5084.02 PVI STA = 10+19.83 PVI ELEV = 5084.09 PVI STA = 16+57.14 PVI ELEV = 5078.34 PVI STA = 17+15.22 PVI ELEV = 5077.82 117.0' VC HP ELEV = 5085.51 HP STA = 11+42.22 PVI STA = 11+58.72 PVI ELEV = 5086.04 BVCS: 11+00.22 BVCE: 5085.22 EVCS: 12+17.22 EVCE: 5084.57 A.D. = 3.90 K = 30.00 100.0' VC PVI STA = 14+18.85 PVI ELEV = 5079.53 BCVS: 13+68.85 BVCE: 5080.78 ECVS: 14+68.85 EVCE: 5079.28 A.D. = 2.00 K = 50.00 PROPOSED GRADE B B BETHPAGE DR. SEE SHEET ## 4.5' SIDEWALK BALTUSROL DR. 4.5' SIDEWALK BALTUSROL CT. LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 26 LOT 18 LOT 17 LOT 14 LOT 16 LOT 15 LOT 34 LOT 31 LOT 5 LOT 4 LOT 6 LOT 7 LOT 30 LOT 2 LOT 1 LOT 3 LOT 29 LOT 27 LOT 1 LOT 36 TRACT D ACCESS, DRAINAGE & UTILITY EASEMENT LOT 32 LOT 35 LOT 13 LOT 33 LOT 14 LOT 30 BLOCK 7 BLOCK 9 TRACT C ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT ∆ ∆ 30' - 53' ROW 5' GRADING & DRAINAGE EASEMENT (TYP.) 6' UTILITY EASEMENT (TYP.) 9' UTILITY 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 5086.67 5084.17 5081.67 5079.28 5077.28 5087.29 5086.04 5085.42 5084.79 5083.54 5082.92 5082.29 5081.04 5080.42 5079.80 5078.75 5078.23 5077.71 5076.86 -2.50% -2.10% -1.70% PVI STA = 21+73.27 PVI ELEV = 5079.84 PVI STA = 22+73.27 PVI ELEV = 5077.74 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 B B WINGED FOOT DR. SEE SHEET R2 CARNOUSTIE DR. SEE SHEET R5 ROYAL TROON AVE. LOT 5 LOT 4 LOT 2 LOT 1 LOT 3 LOT 25 LOT 21 LOT 22 TRACT E ACCESS & DRAINAGE EASEMENT LOT 17 LOT 18 LOT 3 LOT 4 LOT 2 LOT 5 LOT 1 LOT 8 LOT 7 LOT 6 LOT 10 LOT 9 LOT 11 LOT 12 LOT 13 LOT 12 LOT 11 LOT 13 LOT 14 LOT 23 LOT 24 BLOCK 6 BLOCK 5 BLOCK 10 BLOCK 10 BLOCK 1 TRACT A DRAINAGE EASEMENT ∆ ∆ ∆ 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 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.07% -2.40% -2.27% PVI STA = 20+00.00 PVI ELEV = 5102.20 PVI STA = 22+40.47 PVI ELEV = 5096.75 PVI STA = 23+45.26 PVI ELEV = 5094.57 5085 5090 5095 5100 5105 19+00 20+00 21+00 22+00 23+00 24+00 -2.07% -2.40% -2.27% PVI STA = 20+00.00 PVI ELEV = 5101.43 PVI STA = 22+40.47 PVI ELEV = 5095.98 PVI STA = 23+45.26 PVI ELEV = 5093.81 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -2.39% PVI STA = 20+00.00 PVI ELEV = 5102.20 -2.39% PVI STA = 20+00.00 PVI ELEV = 5102.20 -2.39% PVI STA = 20+00.00 PVI ELEV = 5101.43 -2.39% PVI STA = 20+00.00 PVI ELEV = 5101.43 FUTURE GRADE FUTURE GRADE 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 4" W 4" W 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 -0.43% -0.14% -0.32% -0.29% -0.08% -0.41% -0.27% PVI STA = 31+82.32 PVI ELEV = 5083.11 PVI STA = 33+87.15 PVI ELEV = 5082.83 PVI STA = 34+97.72 PVI ELEV = 5082.36 PVI STA = 36+02.81 PVI ELEV = 5082.06 PVI STA = 37+07.67 PVI ELEV = 5081.98 PVI STA = 38+12.30 PVI ELEV = 5081.55 ECVS: 30+42.99 EVCE: 5083.55 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+31.93 PVI ELEV = 5081.90 PVI STA = 35+51.62 PVI ELEV = 5080.84 150.0' VC HP ELEV = 5082.23 HP STA = 32+35.50 PVI STA = 32+35.50 PVI ELEV = 5082.42 BVCS: 31+60.50 BVCE: 5082.04 EVCS: 33+10.50 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 -0.27% -0.84% -1.00% -0.61% -1.24% -1.14% -1.02% PVI STA = 43+14.83 PVI ELEV = 5078.31 PVI STA = 41+71.80 PVI ELEV = 5079.41 PVI STA = 45+15.76 PVI ELEV = 5075.92 PVI STA = 46+43.69 PVI ELEV = 5074.62 100.0' VC PVI STA = 40+10.19 PVI ELEV = 5081.03 BVCS: 39+60.19 BVCE: 5081.16 EVCS: 40+60.19 EVCE: 5080.53 A.D. = 0.73 K = 136.31 -1.21% -0.94% -1.33% -0.73% -0.96% -0.66% -1.10% -0.70% -0.50% PVI STA = 40+21.11 PVI ELEV = 5079.60 PVI STA = 41+69.86 PVI ELEV = 5078.63 PVI STA = 42+14.54 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 -0.62% -0.48% -0.33% -0.58% -0.44% -0.86% -1.18% PVI STA = 15+00.00 PVI ELEV = 5074.61 PVI STA = 16+12.93 PVI ELEV = 5073.50 PVI STA = 17+13.99 PVI ELEV = 5073.01 PVI STA = 19+13.16 PVI ELEV = 5071.77 PVI STA = 20+14.46 PVI ELEV = 5071.43 PVI STA = 21+19.48 PVI ELEV = 5070.82 -0.50% -0.50% -0.50% -1.25% -1.44% -0.50% PVI STA = 15+00.00 PVI ELEV = 5074.64 PVI STA = 15+41.98 PVI ELEV = 5074.11 PVI STA = 19+13.16 PVI ELEV = 5071.20 PVI STA = 20+14.46 PVI ELEV = 5070.70 PVI STA = 21+19.48 PVI ELEV = 5070.17 100.0' VC 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 PVI STA = 23+18.41 PVI ELEV = 5069.86 PVI STA = 24+19.43 PVI ELEV = 5069.49 PVI STA = 25+23.86 PVI ELEV = 5069.30 PVI STA = 28+19.23 PVI ELEV = 5068.60 -0.52% -0.37% -0.18% -0.23% -0.23% -0.82% 0.50% 0.50% -0.50% -0.50% PVI STA = 22+14.36 PVI ELEV = 5069.70 PVI STA = 23+18.41 PVI ELEV = 5068.84 PVI STA = 24+02.26 PVI ELEV = 5068.42 PVI STA = 24+85.31 PVI ELEV = 5068.84 PVI STA = 27+49.64 PVI ELEV = 5067.52 PVI STA = 28+19.23 PVI ELEV = 5067.87 0.50% PVI STA = 28+19.23 PVI ELEV = 5067.87 0.50% PVI STA = 28+19.23 PVI ELEV = 5067.87 0.29% 0.29% 0.75% 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 LOD LOD LOD LOD LOD LOD LOD LOD 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 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W E E E E E X X X X X F E S M F E S T ELE X X X X 10"W 1976 (AC) 000 4" (AC) W W W W W 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 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 F E S M 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. VAULT CABLE BOX CABLE X X ST 10"W 1976 (AC) 4" (AC) 10"W 1976 (AC) 4" (AC) W W W 14"W 1976 (AC) 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 46+00 46+50 47+00 EAST DOUGLAS ROAD WINGED FOOT DR. SEE SHEET R3 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 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 4" W 4" W 4" W 4" W 4" W 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 M F E S F E S MM X X X X TELE F.O. TELE X X ST B 10"W 1976 (AC) 4" (AC) W LOD LOD LOD LOD LOD LOD LOD LOD EAST DOUGLAS ROAD 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 12' TRAVEL LANE 12' TRAVEL LANE 600.0' (50:1 REDIRECT TAPER) 280.6' BAY TAPER 154.4' STORAGE 435.0' DECELERATION PROPOSED 48.0' 4" W 4" W V.P. X X X X X V.P. VAULT CABLE BOX CABLE M M X X X X X G V.GAS P. AS GAS ST 10"W 1976 (AC) 4" (AC) W W W W W W W W W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) EAST DOUGLAS ROAD TURNBERRY ROAD 12' TRAVEL LANE 12' TRAVEL LANE No. 8 OUTLET DITCH EXISTING "RIGHT LANE BIKES ONLY" SIGN L 154.4' STORAGE 435.0' KIAWAH DRIVE B H B B B H L P 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE 4 4 4 1 1 7 6.0' SIDEWALK 9.5' 8.0' 6.0' 6.0' SHOULDER BETHPAGE DR. BALTUSROL DR. BALTUSROL CT. 94.61 94.96 95.06 94.96 96.04 96.75 95.80 95.38 94.42 94.84 94.42 ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER 1.8% 1.6% 1.8% 0.5% 1.9% 1.8% 5.3% 3.5% 56.5' CROWN TRANSITION 1.8% 1.8% LOT 2 LOT 1 LOT 20 LOT 19 LOT 18 BLOCK 9 BLOCK 6 M 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W BETHPAGE DR. E. DOUGLAS ROAD 85.14 84.78 84.58 84.37 84.10 84.91 84.75 85.82 85.40 85.40 85.06' CROWN TRANSITION ROLL-OVER CURB AND GUTTER 4.5' SIDEWALK 30' - WINGED FOOT DR. KIAWAH DR. 83.08 83.21 83.21 85.28 84.45 83.42 82.73 82.73 84.32 83.16 1.8% 1.1% 2.6% 2.6% 4.4% 6.6% 2.6% 45' CROWN TRANSITION ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER STOP SIGN 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK R26.5' R26.5' LOT 24 LOT 2 LOT 3 LOT 11 LOT 12 LOT 1 BLOCK 2 ROYAL TROON AVE. WINGED FOOT DR. 86.27 85.20 86.93 85.20 86.38 86.02 84.46 84.46 84.89 86.67 4.0% 2.6% 5.7% 4.0% 1.2% 4.0% 4.0% 45' CROWN TRANSITION ROYAL TROON AVE. CARNOUSTIE DR. 77.39 77.82 77.37 76.33 76.21 76.08 76.46 76.67 76.67 76.59 76.23 76.44 1.1% 0.9% 1.4% 0.4% 0.5% 1.7% 1.1% 0.9% 0.2% 0.8% 0.8% 0.9% 0.9% 104.72' CROWN TRANSITION 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK LOT 20 LOT 21 LOT 22 LOT 13 LOT 14 LOT 15 BLOCK 10 BLOCK 9 B ROYAL TROON AVE. BALTUSROL DR. 75.85 75.42 75.10 75.59 75.19 74.98 75.46 74.87 74.95 74.82 74.73 74.63 74.73 74.69 74.82 74.95 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 4" W 4" W 4" 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 Sheet of 65 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 REVIEW 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 60 Sheet of 65 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 REVIEW 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: BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL 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 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 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. Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 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 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 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. 402 DIMENSIONS FOR SLOTTED HDPE PIPE MONITORING WELL 403 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 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 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 500 100-YEAR ORIFICE PLATE 702 INLET SUMMARY 100 YEAR ORIFICE PLATE SUMMARY POND INV. ELEV. CIRCULAR ORIFICE DIAMETER (IN) 1 5058.00 10.50 2 5063.80 9.25 3 N/A 6.25 POND 3'S ORIFICE PLATE SHOULD BE PLACED AT DOWN END INVERT OF THE JUNCTION BOX. 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 POND 1 ELEV A. 5058 ELEV B. 5059.8 ELEV C. 5060.8 Dwq (FT.) 1.8 Ls (FT.) 4 Ws (FT.) 5 Wo 4 WQ PLATE HOLE DIA. (IN.) 1 1/16 # OF ROWS 5 # OF COLUMNS 1 A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW 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 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 702 TRASH RACK AND ORIFICE PLATE FOR C1 FES D6 DETAILS 65 ENLARGED TO SHOW DETAIL 6" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS II 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 404 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 March 19, 2011 CITY OF FORT COLLINS BIORETENTION SAND MEDIA SPECIFICATION PART 1 - GENERAL A. Bioretention Sand Media (BSM) shall be uniformly mixed, uncompacted, free of stones, stumps, roots, or other similar objects larger than two inches. No other materials or substances shall be mixed or dumped within the bioretention area that may be harmful to plant growth or prove a hindrance to the facility's function and maintenance. B. BSM shall be free of plant or seed material of non-native, invasive species, or weeds. C. Fully mixed BSM shall be tested prior to installation and meet the following criteria: 1. P-Index of less than 30 2. pH of 5.5-6.5. Should pH fall outside of the acceptable range, it may be modified with lime (to raise) or iron sulfate plus sulfur (to lower). The lime or iron sulfate must be mixed uniformly into the BSM prior to use in the bioretention facility. 3. Cation Exchange Capacity (CEC) greater than 10 4. Phosphorous (Phosphate, P2O5) not to exceed 69 ppm 5. BSM that fails to meet the minimum requirements shall be replaced at the Contractor's expense. D. BSM shall be delivered fully mixed in a drum mixer. Onsite mixing of piles will not be allowed. Mixing of the BSM to a homogeneous consistency shall be done to the satisfaction of the Owner. PART 2 - SOIL MATERIALS A. Sand 1. BSM shall consist of 60-70% sand by volume meeting ASTM C-33. B. Shredded Paper 1. BSM shall consist of 5-10% shredded paper by volume. 2. Shredded paper shall be loosely packed, approximate bulk density of 50-100 lbs/CY. 3. Shredded paper shall consist of loose leaf paper, not shredded phone books, and shall be thoroughly and mechanically mixed to prevent clumping. C. Topsoil 1. BSM shall consist of 5-10% topsoil by volume. 2. Topsoil shall be classified as sandy loam, loamy sand, or loam per USDA textural triangle with less than 5% clay material. 3. Onsite, native material shall not be used as topsoil. 4. Textural analysis shall be performed on topsoil, preferably at its source, prior to including topsoil in the mix. Topsoil shall be free of subsoil, debris, weeds, foreign matter, and any other material deleterious to plant health. 5. Topsoil shall have a pH range of 5.5 to 7.5 and moisture content between 25-55%. 6. Contractor shall certify that topsoil meets these specifications. D. Leaf Compost 1. BSM shall consist of 10-20% leaf compost by volume. 2. Leaf compost shall consist of Class 1 organic leaf compost consisting of aged leaf mulch resulting from biological degradation and transformation of plant-derived materials under controlled conditions designed to promote aerobic decomposition. 3. The material shall be well composted, free of viable weed seeds and contain material of a generally humus nature capable of sustaining growth of vegetation, with no materials toxic to plant growth. 4. Compost shall be provided by a local US Composting Council Seal of Testing Assurance (STA) member. A copy of the provider's most recent independent STA test report shall be submitted to and approved by the Owner prior to delivery of BSM to the project site. 5. Compost material shall also meet the following criteria: a. 100 percent of the material shall pass through a 1/2 inch screen b. PH of the material shall be between 6.0 and 8.4 c. Moisture content shall be between 35 and 50 percent d. Maturity greater than 80 percent (maturity indicator expressed as percentage of germination/vigor, 80+/80+) e. Maturity indicator expressed as Carbon to Nitrogen ration < 12 f. Maturity indicator expressed as AmmoniaN/NitrateN Ratio <4 g. Minimum organic matter shall be 40 percent dry weight basis h. Soluble salt content shall be no greater than 5500 parts per million or 0-5 mmhos/cm i. Phosphorus content shall be no greater than 325 parts per million j. Heavy metals (trace) shall not exceed 0.5 parts per million k. Chemical contaminants: meet or exceed US EPA Class A standard, 40 CFR 503.13, Tables 1 & 3 levels l. Pathogens: meet or exceed US EPA Class A standard, 40 CFR 503.32(a) levels PART 3 - EXECUTION A. General 1. Refer to project specifications for excavation requirements. B. Placement Method 1. BSM material shall be spread evenly in horizontal layers. 2. Thickness of loose material in each layer shall not exceed 9-inches. 3. Compaction of BSM material is not required. 401 BIORETENTION SAND MEDIA SPECIFICATIONS 400 TYPICAL RAIN GARDEN SECTION / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / D5 DETAILS 64 Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft 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 + R=15' R=10' R=10' ROW Line Truncated Dome Warning Detection Note: Use of this detail requires special approval in 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- Back of curb ⅊ Property Line 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 3 300 ASPHALT PAVEMENT JOINT D4 DETAILS 63 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL 6" 3'-9" (F.C.) 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) 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 8" Sanitary Sewer Main 8" 12" 8" Provide cloak of filter fabric at all points that clean-out risers and subdrain services penetrate filter fabric. Subdrain main perforated pipe Filter Fabric as specified on the approved plans. Filter Material 44" Min. 4" 12" Cast iron floor box Non-Perforated Cleanout Riser 45° Sweep Subdrain Main Sanitary Main 45° Sweep WYE 14'-6" Upstream 2" To Bottom Of Asphalt Mat FORT COLLINS ONLY Pipe size and materials shall be specified on the approved plans. NOTE: 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' 200 2' CONCRETE PAN (PRIVATE ON-SITE) D3 DETAILS 62 DETAILS 61 E E E E E E E E E E E E E E E E WV WV WV WV WV WV X X X X X V.P. WV H Y D WV WV 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 T ELE 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 OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST ST A.V. AW 10"W 1976 (AC) 000 10"W 1976 (AC) 4" (AC) 4" (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 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS UD UD UD UD 4 2 7 8 5b 3 9b 5b 4 5a 3 2 7 8 10 9b 6 6 1a 1a 10 OS1b OS1b OS2 OS2 5a 1b 1b 9a 9a OS3 OS4 OS3 OS4 OS5 OS5 OS1a OS1a SIDEWALK CHASE NATURAL HABITAT BUFFER ZONE OUTFALL SIDEWALK AND CONCRETE CHASE PROPOSED FES EXISTING 24" CMP PROPOSED FES 2' CONCRETE PAN PROPOSED OUTFALL FES CONCRETE CULVERT INLET PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASINS OS3 - OS5 INLET INLET OUTFALL FES WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD CARNOUSTIE DR. BALTUSROL DR. BETHPAGE DR. POND 1 POND 2 POND 3 RAIN GARDEN 3 RAIN GARDEN 2 TURNBERRY ROAD RAIN GARDEN 1 INLET (2) SITE OUTFALL 3 BALTUSROL CT. PLEASE SEE DRAINAGE REPORT FOR HISTORIC DRAINAGE EXHIBIT SHOWING FULL EXTENTS OF OFFSITE BASINS AND HISTORIC CALCULATIONS FOR BASINS OS3 - OS5 1324-001_DRNG - DRAINAGE EXHIBIT 59 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 65 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 REVIEW 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 12/12/18 FOR ADDITIONAL INFORMATION. POND SUMMARY TABLE Pond ID 100-Yr. Detention Vol. (Ac-Ft) Water Quality Capture Volume (Ac-Ft) Total Req'd Vol. (Ac-Ft) Peak Release (cfs) Pond 1 3.32 0.32 3.64 6.20 Pond 2 6.58 N/A 6.58 4.70 Pond 3 3.85 N/A 3.85 1.80 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 8.48 5737 Raingarden#2 16.19 8639 Raingarden#3 6.32 3841 Total Newly Developed Area Treated 30.99 Ac. Total Newly Developed Area 33.43 Ac. Percent of Newly Developed Area Treated 92.70 % 75.12 74.83 75.33 75.83 75.09 75.52 75.89 75.50 75.01 77.06 77.31 77.74 76.04 77.31 74.76 74.57 74.49 75.40 76.50 1.8% 2.1% 1.7% 1.3% 0.9% 74.68 74.61 0.6% 0.5% 0.5% 0.7% 0.9% 1.3% 0.5% 0.9% 1.1% 1.7% 1.3% 1.0% 0.8% 0.8% 0.8% 0.8% 0.8% 0.6% 0.5% 1.1% 1.2% 0.9% 1.4% 1.6% 1.7% 2.1% 2.1% 1.7% 2.1% 2.5% 2.1% 1.7% 1.3% 0.9% 0.7% R73' R191.5' R191.5' R35' 107.52' CROWN TRANSITION 178.59' CROWN TRANSITION LOT 25 LOT 11 LOT 12 LOT 13 LOT 23 LOT 24 LOT 5 LOT 4 LOT 2 LOT 1 LOT 3 BLOCK 9 BLOCK 5 WINGED FOOT DR. 82.26 82.69 83.12 83.03 82.69 82.90 82.45 82.39 82.26 82.17 82.12 82.06 81.99 82.09 82.14 82.24 82.34 82.17 82.12 82.26 82.39 82.56 82.77 82.06 82.23 82.50 83.27 83.48 83.05 83.05 1.7% 1.3% 0.9% 0.5% 0.5% 0.8% 1.2% 2.1% 2.5% 2.1% 1.7% 1.3% 0.9% 0.5% 0.9% 0.9% 0.5% 0.9% 1.3% 1.7% 1.3% 0.9% 0.5% 0.7% 0.5% 0.9% 1.3% 86' CROWN TRANSITION 86' CROWN TRANSITION 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER SIDEWALK CHASE MID-BLOCK PAN 2' CONCRETE PAN LOT 5 LOT 6 LOT 7 LOT 9 LOT 8 LOT 1 BLOCK 10 LOT 2 LOT 3 LOT 4 BLOCK 1 INT-3 INTERSECTION DETAILS 58 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 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE I INTERSECTION OF ROYAL TROON AVE. & CARNOUSTIE DR. J INTERSECTION OF BALTUSROL DR. & ROYAL TROON AVE. K MIDBLOCK RAMP CROWN TRANSITION ALONG WINGED FOOT DR. STOP SIGN 4.0% 4.0% ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK LOT 17 LOT 18 LOT 19 LOT 20 LOT 2 LOT 1 LOT 12 LOT 11 BLOCK 5 BLOCK 1 BLOCK 10 R26.5' WINGED FOOT DR. CARNOUSTIE DR. 84.79 85.22 84.77 84.57 84.64 84.17 83.67 83.92 83.30 83.97 84.36 84.40 83.63 1.9% 2.3% 0.2% 0.8% 1.3% 1.7% 1.7% 1.2% 1.7% 1.8% 1.5% 0.5% 1.4% 0.9% 1.6% 1.1% 1.2% 83.38' CROWN TRANSITION 4.5' SIDEWALK 4.5' SIDEWALK 30' - 53' R.O.W ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER STOP SIGN LOT 1 LOT 7 LOT 2 LOT 8 BLOCK 10 BLOCK 9 BETHPAGE DR. WINGED FOOT DR. 88.19 87.89 88.57 89.09 88.13 89.52 87.32 87.32 87.74 88.94 88.31 63.2' CROWN TRANSITION R26.5' 1.9% 1.9% 2.2% 1.9% 1.6% 2.8% 4.6% 2.0% 30' - 53' R.O.W STOP SIGN ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER 4.5' SIDEWALK 4.5' SIDEWALK 1.8% 1.8% LOT 3 LOT 4 LOT 2 LOT 1 LOT 2 LOT 6 BLOCK 8 BLOCK 9 BLOCK 1 INT-2 INTERSECTION DETAILS 57 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 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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. R25' 53' R.O.W 0.8% 1.4% 1.0% 84.93 84.38 84.92 1.6% 0.6% 1.7% 0.1% 1.7% 1.2% 1.3% 1.3% 1.4% ON GRADE CURB CHASE SIDEWALK CHASE 2' PAN 4.5' SIDEWALK ROLL-OVER CURB AND GUTTER 1.0% 1.2% F E S M F E S X X X X X ST 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10" W E. DOUGLAS ROAD WINGED FOOT DR. 80.80 81.23 80.80 79.94 79.94 79.36 79.50 79.57 79.68 79.79 79.81 79.59 55' CROWN TRANSITION 3.0% 2.6% 1.9% 1.3% 2.6% 0.8% 0.1% 1.3% 0.8% 0.7% 0.6% 2.0% 1.2% 0.5% R25' 30' - 53' R.O.W 4.5' SIDEWALK 4.5' SIDEWALK 2.9% 3.2% 0.6% STOP SIGN LOT 25 BLOCK 1 KIAWAH DR. TURNBERRY ROAD 71.45 71.50 71.19 71.34 71.26 71.08 71.42 71.22 71.42 71.76 72.19 71.76 71.59 0.8% 0.8% 0.7% 1.0% 0.2% 0.5% 0.5% 0.5% 0.5% 1.1% 0.4% 0.8% 1.0% 1.7% 1.2% 1.3% 53' R.O.W 30' - ROLL-OVER CURB AND GUTTER ROLL-OVER CURB AND GUTTER STOP SIGN LOT 10 LOT 11 LOT 1 LOT 2 BLOCK 2 INT-1 INTERSECTION DETAILS 56 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 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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. 12' TRAVEL LANE 12' TURN LANE 12' TRAVEL LANE EXISTING STOP SIGN & STREET NAME SIGN 72.0' RIGHT-OF-WAY X X X X X X G T X X X X X X X ST MGAS T T X X X X X ST ST ST ST 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) LOD LOD 435.0' 200.1' 280.6' BAY TAPER 299.9' (50:1 REDIRECT TAPER) TURNBERRY ROAD B 4 4 300.2' (50:1 REDIRECT TAPER) 7 3 6.0' SHOULDER 12' TRAVEL LANE 12' TRAVEL LANE 6.0' SIDEWALK 9.5' 8.0' 6.0' 12.0' 4 12' TRAVEL LANE 12' TRAVEL LANE 72.0' RIGHT-OF-WAY 1324-001_STRP_TURNBE STRIPING PLAN TURNBERRY ROAD 55 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED EDGE OF PAVEMENT / / / / / / / / PROPOSED SIGN EXISTING SIGN EXISTING EDGE OF ASPHALT 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 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" 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.) 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 TWO COATS OF LATEX PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FT. COLLINS 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 2' 4' 2' 4' 2' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS ST-1 ST-2 MATCH LINE SEE ABOVE RIGHT MATCH LINE SEE BELOW LEFT HALF ROW EXISTING 30.0' HALF ROW EXISTING EDGE OF ASPHALT BETHPAGE DRIVE 6.0' SIDEWALK 9.5' 6.0' BIKE LANE 12.0' 12.0' 12.0' 8.0' 4.3'± A A H A L L 1 4 4 7 7 7 4 4 3 P 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 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W E E E E X X X X X F E S M F E S T ELE X X X X 10"W 1976 (AC) 000 4" (AC) W W W W W LOD LOD LOD LOD LOD LOD LOD LOD 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' SIDEWALK 9.5' 6.0' BIKE LANE 12.0' 12.0' 12.0' 8.0' A 4.4'± H H H 4 4 8 4 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 F E S M 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. V AULT CABLE BOX CABLE X X ST 10"W 1976 (AC) 4" (AC) 10"W 1976 (AC) 4" (AC) W W W W 14"W 1976 (AC) 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 6.0' SIDEWALK 9.5' 6.0' 12.0' 12.0' 12.0' 8.0' 4.7'± 4.6'± 12.0' 6.0' BIKE LANE 12.0' L L H H H H B H B 4 4 10 4 4 1 8 3 3 3 P 1324-001_STRP_DOUGL STRIPING PLAN EAST DOUGLAS ROAD 54 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE EXISTING LOT LINE PROPOSED EDGE OF PAVEMENT / / / / / / / / PROPOSED SIGN EXISTING SIGN EXISTING EDGE OF ASPHALT 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 10 YELLOW ISLAND CROSS HATCHING WHITE ISLAND CROSS HATCHING 4" SOLID YELLOW LINE 4" 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.) 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 TWO COATS OF LATEX PAINT WITH GLASS BEADS. E. ALL LANE LINES FOR CONCRETE PAVEMENT SHALL BE EPOXY PAINT. F. PRIOR TO PERMANENT INSTALLATION OF TRAFFIC STRIPING AND SYMBOLS, THE DEVELOPER SHALL PLACE TEMPORARY TABS OR TAPE DEPICTING ALIGNMEMT AND PLACEMENT OF THE SAME. THEIR PLACEMENT SHALL BE APPROVED BY THE CITY OF FT. COLLINS 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 2' 4' 2' 4' 2' (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS ST-1 ST-2 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 5070.5 5070.46 5070.2 5070.21 5070.0 5069.95 5069.7 5069.74 5069.6 5069.56 5069.4 5069.43 5069.3 5069.34 5069.2 5069.23 5069.1 5069.12 5069.0 5069.00 5068.8 5068.88 5068.7 5068.77 5068.6 5068.65 5068.7 -2.19% -2.67% -3.30% -3.71% -3.99% -2.51% -1.69% -2.30% -2.85% -3.41% -3.96% -4.50% -2.97% EXISTING GRADE PROPOSED GRADE 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 15" SS SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X X X X X G T X X X X X X X ST MGAS T T X X X X X OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST 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) L OD LOD 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 Sheet of 65 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 REVIEW 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS5 ROADWAY CROSS SECTIONS TURNBERRY ROAD 53 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 5074.3 5074.6 5074.61 5074.0 5074.04 5073.6 5073.61 5073.3 5073.32 5073.1 5073.08 5072.8 5072.78 5072.5 5072.47 5072.2 5072.16 5071.8 5071.85 5071.6 5071.64 5071.5 5071.48 5071.2 5071.22 5070.9 5070.93 5070.7 5070.68 1.02% 1.02% 0.50% -0.71% -2.07% -2.66% -2.49% -2.23% -1.97% -1.71% -1.70% -1.91% -2.26% -2.24% -2.07% -2.07% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE WIDENING 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD SD SD SD 4" W 4" W V.P. X X X X V.P. V AULT CABLE BOX CABLE M M X X X V.GAS GAS P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST 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 14"W 1976 (AC) 14"W 1976 (AC) 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 Sheet of 65 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 REVIEW 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS4 ROADWAY CROSS SECTIONS TURNBERRY ROAD 52 CROSS SECTION PROFILES TURNBERRY ROAD XS5 XS4 TURNBERRY RD. SEE SHEET XS5 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 5081.3 5081.32 5081.2 5081.19 5081.0 5081.00 5080.6 5080.62 5080.1 5080.13 5079.6 5079.63 5079.2 5079.24 5078.9 5078.86 5078.4 5078.44 5077.9 5077.88 5077.3 5077.26 5076.7 5076.68 5076.1 5076.10 5075.5 5075.57 5075.0 5075.06 5074.6 5074.2 -3.14% -3.53% -3.73% -3.48% -2.91% -2.34% -2.04% -2.05% -2.05% -2.05% -2.01% -1.83% -1.58% -1.56% -1.54% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE Sheet of 65 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 REVIEW 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS3 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 51 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 36+50 37+00 37+50 38+00 38+50 39+00 EAST DOUGLAS ROAD 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 5084.4 5084.38 5084.0 5084.00 5083.7 5083.72 5083.5 5083.53 5083.4 5083.37 5083.2 5083.21 5083.1 5083.08 5083.0 5083.02 5083.0 5082.95 5082.9 5082.88 5082.8 5082.78 5082.6 5082.56 5082.4 5082.35 5082.2 5082.21 5082.1 5082.07 5082.0 5082.02 5082.0 5081.98 5081.8 5081.81 5081.6 5081.60 5081.5 5081.45 -2.85% -3.06% -3.27% -3.51% -3.81% -3.51% -2.43% -2.08% -2.30% -2.89% -3.38% -3.50% -3.64% -3.99% -2.75% -2.18% -2.18% -2.26% -2.42% -2.75% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE Sheet of 65 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 REVIEW 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS2 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 50 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+00 5074 5076 5080 5084 5088 5092 5096 5074 5076 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 5103.4 5102.2 5102.20 5101.0 5101.06 5099.9 5099.93 5098.8 5098.80 5097.7 5097.66 5096.6 5096.55 5095.5 5095.51 5094.5 5094.46 5093.2 5093.26 5092.0 5092.06 5090.9 5090.86 5089.7 5089.68 5088.7 5088.61 5087.6 5087.64 5086.8 5086.78 5086.0 5086.03 5085.4 5085.39 5084.9 5084.84 -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -2.00% -1.94% -1.91% -1.95% -2.05% -2.21% -2.42% -2.64% EXISTING GRADE PROPOSED GRADE EXISTING GRADE PROPOSED GRADE LOD LOD LOD LOD LOD LOD LOD LOD 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 4" W 4" W 4" W 4" W 4" W 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 M F E S F E S M M X X X X T ELE F.O. TELE X X ST B 10"W 1976 (AC) 4" (AC) W 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 ## Sheet of 65 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 REVIEW 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 ROADWAY CROSS SECTIONS EAST DOUGLAS ROAD 49 CROSS SECTION PROFILES EAST DOUGLAS ROAD XS3 XS2 XS1 PVI STA = 28+19.23 PVI ELEV = 5068.60 PVI STA = 28+55.97 PVI ELEV = 5068.71 PVI STA = 30+24.36 PVI ELEV = 5069.20 0.29% 0.29% 0.75% PVI STA = 28+19.23 PVI ELEV = 5068.60 PVI STA = 28+55.97 PVI ELEV = 5068.71 PVI STA = 30+24.36 PVI ELEV = 5069.20 FUTURE GRADE FUTURE GRADE 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD T T 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) LOD LOD 72' ROW 6' SIDEWALK TURNBERRY ROAD CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R13 PLAN AND PROFILE TURNBERRY ROAD 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 22+00 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH MATCH LINE SEE SHEET R12 STA 22+00 R13 R12 MATCH LINE SEE SHEET R12 STA 22+00 PVI STA = 16+53.44 PVI ELEV = 5072.50 BCVS: 16+03.44 BVCE: 5073.22 ECVS: 17+03.44 EVCE: 5072.25 A.D. = 0.94 K = 106.17 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 -1.37% 1.00% PVI STA = 14+50.00 PVI ELEV = 5074.11 PVI STA = 15+00.00 PVI ELEV = 5074.61 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 1.00% -1.16% PVI STA = 14+50.00 PVI ELEV = 5074.14 PVI STA = 15+00.00 PVI ELEV = 5074.64 FUTURE GRADE FUTURE GRADE 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD SD 4" W 4" W 10"W 1976 (AC) 4" (AC) 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) E. DOUGLASS RD. SEE SHEET R11 72' ROW 6' SIDEWALK TURNBERRY ROAD P CENTERLINE TURNBERRY RD. SCALE : 1" = 40' (H) 1" = 5' (V) R12 PLAN AND PROFILE TURNBERRY ROAD 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R13 STA 22+00 LINE MATCH STA 22+00 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE R13 R12 MATCH LINE SEE SHEET R13 STA 22+00 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND PVI ELEV = 5078.30 PVI STA = 43+12.64 PVI ELEV = 5077.36 PVI STA = 43+58.05 PVI ELEV = 5076.76 PVI STA = 44+14.93 PVI ELEV = 5076.07 PVI STA = 45+16.12 PVI ELEV = 5075.13 PVI STA = 45+88.86 PVI ELEV = 5074.33 PVI STA = 46+44.05 PVI ELEV = 5073.94 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -0.64% PVI STA = 46+43.69 PVI ELEV = 5074.62 208.3' VC LOW PT ELEV = 5073.90 LOW PT STA = 48+03.38 PVI STA = 48+11.32 PVI ELEV = 5073.54 BVCS: 47+07.15 BVCE: 5074.21 A.D. = 1.39 K = 150.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 -1.10% PVI STA = 46+44.05 PVI ELEV = 5073.94 PVI STA = 46+94.60 PVI ELEV = 5073.39 264.0' VC LOW PT ELEV = 5072.60 LOW PT STA = 48+32.12 PVI STA = 48+32.10 PVI ELEV = 5071.87 BVCS: 47+00.08 BVCE: 5073.33 A.D. = 2.20 K = 120.00 FUTURE GRADE FUTURE GRADE S 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 4" W 10"W 1976 (AC) 4" (AC) 10"W 1976 (AC) 4" (AC) W W W 14"W 1976 (AC) WINGED FOOT DR. SEE SHEET R3 TURNBERRY RD. SEE SHEET R13 6' SIDEWALK 6' SIDEWALK 90' ROW EAST DOUGLAS ROAD P CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 PLAN AND PROFILE EAST DOUGLAS ROAD 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 39+00 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R10 STA 39+00 RIGHT FLOWLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R11 R10 R9 MATCH LINE SEE SHEET R10 STA 39+00 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND EVCE: 5082.04 A.D. = 1.00 K = 150.00 150.0' VC HP ELEV = 5081.21 HP STA = 36+62.98 PVI STA = 36+62.98 PVI ELEV = 5081.40 BVCS: 35+87.98 BVCE: 5081.02 EVCS: 37+37.98 EVCE: 5081.02 A.D. = 1.00 K = 150.00 ECVS: 30+27.36 EVCE: 5082.42 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 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 4" W 4" W 4" W 4" W 4" W 4" W 4" W 4" W 10"W 1976 (AC) 000 4" (AC) W W W W W LOD LOD LOD LOD LOD LOD LOD LOD 78' ROW 6' SIDEWALK EAST DOUGLAS ROAD CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R10 PLAN AND PROFILE EAST DOUGLAS ROAD 45 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R11 STA 39+00 LINE MATCH STA 39+00 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 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 4" W 4" W 4" W F .O. 10"W 1976 (AC) 4" (AC) W LOD LOD LOD LOD LOD LOD LOD LOD BETHPAGE DR. SEE SHEET ## 78' ROW 6' SIDEWALK EAST DOUGLAS ROAD P 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 525.0' VC PVI STA = 27+67.99 PVI ELEV = 5084.43 BCVS: 25+17.99 BVCE: 5090.43 A.D. = 2.08 K = 252.24 5080 5085 5090 5095 5100 24+00 25+00 26+00 27+00 28+00 29+00 -2.40% 525.0' VC PVI STA = 27+64.86 PVI ELEV = 5083.74 BCVS: 25+02.36 BVCE: 5090.04 A.D. = 1.90 K = 276.32 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND CENTERLINE E. DOUGLAS RD. SCALE : 1" = 40' (H) 1" = 5' (V) R9 PLAN AND PROFILE EAST DOUGLAS ROAD 44 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R10 STA 29+00 LINE MATCH STA 29+00 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE MATCH LINE SEE SHEET R10 STA 29+00 R11 R10 R9 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND 5076.43 5075.41 5075.03 5076.11 5076.91 5077.71 5078.56 5080.58 5084.19 5076.00 5074.92 5074.69 5074.73 5075.45 5075.71 5075.91 5076.31 5076.51 5076.71 5077.11 5077.31 5077.51 5077.91 5078.11 5078.31 5078.91 5079.36 5079.92 5081.35 5082.22 5083.19 5085.19 5086.19 5086.97 2.25% 4.00% -2.50% -2.10% -1.70% 0.90% 1.30% 1.70% 1.30% 0.80% 0.90% 0.80% PVI STA = 31+77.42 PVI ELEV = 5087.03 PVI STA = 31+62.42 PVI ELEV = 5086.69 PVI STA = 24+59.27 PVI ELEV = 5074.56 PVI STA = 24+53.27 PVI ELEV = 5074.68 PVI STA = 24+43.27 PVI ELEV = 5074.73 PVI STA = 24+33.27 PVI ELEV = 5074.82 PVI STA = 24+23.27 PVI ELEV = 5074.95 PVI STA = 24+13.27 PVI ELEV = 5075.12 PVI STA = 24+03.27 PVI ELEV = 5075.33 PVI STA = 23+83.27 PVI ELEV = 5075.83 PVI STA = 23+73.27 PVI ELEV = 5076.04 PVI STA = 24+65.27 PVI ELEV = 5074.68 PVI STA = 24+75.27 PVI ELEV = 5074.73 PVI STA = 24+85.27 PVI ELEV = 5074.82 PVI STA = 24+95.27 PVI ELEV = 5074.95 PVI STA = 25+25.27 PVI ELEV = 5075.46 PVI STA = 25+35.27 PVI ELEV = 5075.59 PVI STA = 25+45.27 PVI ELEV = 5075.68 PVI STA = 25+66.80 PVI ELEV = 5075.85 192.0' VC PVI STA = 29+72.53 PVI ELEV = 5079.09 BCVS: 28+76.53 BVCE: 5078.33 ECVS: 30+68.53 EVCE: 5082.93 A.D. = 3.20 K = 60.00 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 2.25% 4.00% -2.00% -0.50% -1.30% -0.90% -1.70% -2.10% -2.50% -2.10% -1.70% 2.00% 0.50% 0.90% 1.30% 1.70% 1.30% 0.80% 0.90% 0.80% 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 5075.80 5075.26 5074.59 5075.46 5076.26 5077.06 5077.86 5079.45 5082.65 5075.48 5075.03 5074.72 5074.53 5074.78 5074.99 5075.26 5075.66 5075.86 5076.06 5076.46 5076.66 5076.86 5077.26 5077.46 5077.66 5078.11 5078.46 5078.90 5080.10 5080.85 5081.70 5083.65 5084.65 5085.88 6.03% 5.28% 0.50% 0.80% 0.80% 1.20% 4.00% -0.50% -1.30% -0.90% -0.90% -1.30% PVI STA = 31+86.68 PVI STA = 31+91.30 PVI ELEV = 5086.58 PVI ELEV = 5086.83 PVI STA = 25+02.55 PVI ELEV = 5074.60 PVI STA = 25+47.21 PVI ELEV = 5074.96 PVI STA = 25+67.21 PVI ELEV = 5075.20 PVI STA = 31+63.80 PVI ELEV = 5085.20 PVI STA = 24+81.21 PVI ELEV = 5074.49 PVI STA = 24+48.95 PVI ELEV = 5074.73 PVI STA = 24+67.55 PVI ELEV = 5074.56 PVI STA = 24+27.55 PVI ELEV = 5075.01 PVI STA = 23+73.29 PVI ELEV = 5075.50 199.1' VC PVI STA = 30+00.33 PVI ELEV = 5078.66 BCVS: 29+00.79 BVCE: 5077.87 ECVS: 30+99.87 EVCE: 5082.65 A.D. = 3.20 K = 62.21 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 5076.03 5075.08 5074.86 5075.78 5076.58 5077.38 5078.28 5080.54 5084.32 5075.50 5074.77 5074.61 5074.74 5075.09 5075.36 5075.58 5075.98 5076.18 5076.38 5076.78 5076.98 5077.18 5077.58 5077.78 5077.98 5078.68 5079.19 5079.81 5081.38 5082.32 5083.32 5085.35 0.90% -0.50% -0.90% -1.30% 5.03% 0.50% 1.10% 0.80% -1.70% -2.10% 4.00% PVI STA = 25+26.40 PVI ELEV = 5075.10 PVI STA = 24+49.82 PVI ELEV = 5074.61 PVI STA = 24+34.82 PVI ELEV = 5074.68 PVI STA = 24+19.82 PVI ELEV = 5074.82 PVI STA = 31+49.72 PVI ELEV = 5086.59 PVI STA = 24+99.82 PVI ELEV = 5074.86 PVI STA = 25+55.72 PVI ELEV = 5075.42 PVI STA = 23+99.82 PVI ELEV = 5075.08 PVI STA = 23+74.82 PVI ELEV = 5075.50 PVI STA = 31+22.06 PVI ELEV = 5085.20 184.9' VC PVI STA = 29+57.97 PVI ELEV = 5078.64 BCVS: 28+65.51 BVCE: 5077.90 ECVS: 30+50.43 EVCE: 5082.34 A.D. = 3.20 K = 57.79 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 65 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 REVIEW 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 AVE. SCALE : 1" = 40' (H) 1" = 5' (V) R8 PLAN AND PROFILE ROYAL TROON AVE. 43 ( 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 23+50 NORTH R8 R6 R7 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE ROYAL TROON AVE. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R7 STA 23+50 RIGHT FLOWLINE ROYAL TROON AVE. SCALE : 1" = 40' (H) 1" = 5' (V) 5086.52 5084.06 5081.59 5079.16 5077.08 5087.14 5085.91 5085.29 5084.67 5083.44 5082.82 5082.20 5080.97 5080.35 5079.73 5078.62 5078.09 5077.55 5076.55 -2.14% -2.47% -1.70% -2.10% PVI STA = 21+88.18 PVI ELEV = 5079.41 PVI STA = 22+86.25 PVI ELEV = 5077.31 PVI STA = 23+00.15 PVI ELEV = 5077.07 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 5085.96 5083.42 5080.89 5078.55 5076.63 5086.59 5085.32 5084.69 5084.06 5082.79 5082.16 5081.52 5080.25 5079.62 5079.07 5078.04 5077.52 5077.06 5076.21 -2.06% -1.30% -1.70% -2.53% PVI STA = 21+58.35 PVI ELEV = 5079.41 PVI STA = 22+60.29 PVI ELEV = 5077.31 PVI STA = 23+45.94 PVI ELEV = 5075.85 W W W G G G E E E E E B LOD LOD LOD BALTUSROL DR. 53' ROW 30'  -  4.5' SIDEWALK 4.5' SIDEWALK LOT 5 LOT 4 LOT 6 LOT 2 LOT 1 LOT 3 LOT 26 LOT 28 LOT 31 LOT 32 LOT 30 LOT 29 LOT 27 BLOCK 6 ∆ ∆ EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 65 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 REVIEW 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 DR. SCALE : 1" = 40' (H) 1" = 5' (V) R7 PLAN AND PROFILE BALTUSROL DR. 42 ( 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 18+50 NORTH LINE MATCH STA 24+00 R8 R6 LEFT FLOWLINE BALTUSROL DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BALTUSROL DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R8 STA 23+50 MATCH LINE SEE SHEET R6 STA 18+50 EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) 6' UTILITY EASEMENT (TYP.) 5' GRADING & DRAINAGE EASEMENT (TYP.) 5095 5100 5105 5110 5115 5120 5095 5100 5105 5110 5115 5120 9+50 10+00 11+00 12+00 13+00 14+00 -4.50% -2.50% PVI STA = 10+00.00 PVI ELEV = 5113.09 100.0' VC PVI STA = 11+96.20 PVI ELEV = 5104.26 BCVS: 11+46.20 BVCE: 5106.51 ECVS: 12+46.20 EVCE: 5103.01 A.D. = 2.00 K = 50.00 5113.09 5111.97 5110.84 5109.72 5108.59 5107.47 5106.34 5105.30 5104.38 5103.59 5102.92 5102.29 5101.67 5101.04 5100.42 5099.79 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 5111.54 5110.41 5109.29 5108.16 5107.04 5105.92 5104.90 5104.00 5103.23 5102.57 5101.96 5101.34 5100.72 5100.11 5099.49 -2.47% -4.50% PVI STA = 10+02.30 PVI ELEV = 5112.56 102.8' VC PVI STA = 11+92.90 PVI ELEV = 5103.98 BCVS: 11+41.53 BVCE: 5106.30 ECVS: 12+44.28 EVCE: 5102.72 A.D. = 2.03 K = 50.60 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 5111.54 5110.41 5109.29 5108.16 5107.04 5105.91 5104.86 5103.92 5103.12 5102.43 5101.80 5101.17 5100.53 5099.90 5099.27 -4.50% -4.50% -2.53% PVI STA = 10+02.30 PVI ELEV = 5112.56 PVI STA = 11+46.20 PVI ELEV = 5106.09 97.2' VC PVI STA = 11+98.14 PVI ELEV = 5103.75 BCVS: 11+49.52 BVCE: 5105.94 ECVS: 12+46.76 EVCE: 5102.52 A.D. = 1.97 K = 49.48 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 5096.67 5094.17 5091.67 5089.17 5087.92 5098.54 5097.92 5097.29 5096.04 5095.42 5094.79 5093.54 5092.92 5092.29 5091.04 5090.42 5089.79 5088.54 -2.50% 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 5096.40 5093.93 5091.46 5088.99 5087.76 5098.25 5097.64 5097.02 5095.78 5095.17 5094.55 5093.31 5092.70 5092.08 5090.85 5090.23 5089.61 5088.38 -2.47% 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 5096.10 5093.56 5091.03 5088.49 5087.23 5098.00 5097.36 5096.73 5095.46 5094.83 5094.20 5092.93 5092.29 5091.66 5090.39 5089.76 5089.13 5087.86 -2.53% PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 65 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 REVIEW 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 DR. SCALE : 1" = 40' (H) 1" = 5' (V) R6 PLAN AND PROFILE BALTUSROL DR. /BALTUSROL CT. 41 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL R6 R8 R7 LINE MATCH STA 18+50 LEFT FLOWLINE BALTUSROL DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BALTUSROL DR. SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING GROUND 5084.40 5084.16 5084.51 5084.86 5085.21 5085.46 5085.50 5085.33 5084.95 5084.38 5083.75 5083.13 5082.50 5081.88 5081.25 5080.63 5080.10 5079.69 5079.41 5079.25 5079.13 5079.00 5078.88 5078.75 5078.63 5078.50 5078.38 5078.18 5077.96 5077.69 5077.37 5077.04 5076.72 5076.54 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 4 5 6 1 4 19 18 16 13 14 17 15 3 2 7 8 18 24 20 21 22 19 17 LOT 1 LOT 4 LOT 19 LOT 18 LOT 16 LOT 14 LOT 13 LOT 17 LOT 3 LOT 15 LOT 2 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 TRACT D ACCESS, DRAINAGE & LOT 12 UTILITY EASEMENT LOT 13 LOT 14 LOT 18 LOT 15 LOT 16 LOT 24 LOT 20 LOT 21 LOT 22 LOT 19 LOT 17 TRACT E ACCESS & DRAINAGE EASEMENT LOT 5 LOT 4 LOT 6 BLOCK 10 BLOCK 10 BLOCK 9 BLOCK 9 WINGED FOOT DR. SEE SHEET R2 5' GRADING & DRAINAGE EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) 5' GRADING & DRAINAGE EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) ∆ ∆ R26.5' R26.5' R26.5' R26.5' 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 5083.37 5083.31 5083.28 5083.24 5083.08 5082.88 5082.73 5082.48 5082.12 5081.62 5081.12 5080.72 5080.47 5080.31 5080.09 5079.48 5078.79 5078.20 5078.09 5077.82 5077.28 5077.35 5076.93 5076.48 5076.18 5075.91 5075.71 5075.52 5075.34 5075.15 5075.06 5074.96 5074.86 1.23% -0.92% -1.00% 1.42% -2.46% -0.57% -0.88% PVI STA = 10+16.84 PVI ELEV = 5083.67 PVI STA = 10+41.50 PVI ELEV = 5083.97 PVI STA = 16+37.62 PVI ELEV = 5077.91 PVI STA = 16+94.71 PVI ELEV = 5077.39 PVI STA = 17+76.93 PVI ELEV = 5076.67 PVI STA = 17+99.70 PVI ELEV = 5076.44 105.3' VC HP ELEV = 5085.05 HP STA = 11+36.55 PVI STA = 11+50.73 PVI ELEV = 5085.52 BVCS: 10+98.08 BVCE: 5084.77 EVCS: 12+03.38 EVCE: 5084.22 A.D. = 3.88 K = 27.13 97.5' VC PVI STA = 14+06.17 PVI ELEV = 5079.23 BCVS: 13+57.42 BVCE: 5080.43 ECVS: 14+54.92 EVCE: 5078.95 A.D. = 1.89 K = 51.46 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 5084.24 5084.41 5084.55 5084.77 5085.04 5085.13 5085.03 5084.75 5084.27 5083.66 5083.04 5082.42 5081.80 5081.18 5080.56 5079.96 5079.48 5079.13 5078.90 5078.77 5078.64 5078.52 5078.39 5078.27 5078.14 5078.02 5077.89 5077.68 5077.46 5077.21 5076.92 5076.64 5076.37 0.76% -0.50% -1.00% -2.48% 0.55% 0.95% PVI STA = 10+16.83 PVI ELEV = 5084.17 PVI STA = 10+41.50 PVI ELEV = 5084.36 PVI STA = 17+35.74 PVI ELEV = 5077.37 PVI STA = 18+40.66 PVI ELEV = 5076.21 PVI STA = 10+79.32 PVI ELEV = 5084.57 PVI STA = 11+02.43 PVI ELEV = 5084.79 128.7' VC HP ELEV = 5085.13 HP STA = 11+49.78 PVI STA = 11+66.78 PVI ELEV = 5085.72 BVCS: 11+02.43 BVCE: 5084.79 EVCS: 12+31.13 EVCE: 5084.12 A.D. = 3.92 K = 32.86 97.5' VC PVI STA = 14+34.03 PVI ELEV = 5079.10 BCVS: 13+85.28 BVCE: 5080.31 ECVS: 14+82.78 EVCE: 5078.86 A.D. = 1.98 K = 49.35 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CENTERLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) R5 PLAN AND PROFILE CARNOUSTIE DR. 40 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL R5 STOP R1-1 D3 STREET NAME 6"x30' P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE CARNOUSTIE DR. SCALE : 1" = 40' (H) 1" = 5' (V) 5074.28 5073.98 5073.68 5073.38 5073.08 5072.78 5072.48 5072.18 5071.78 5071.38 5071.68 PROPOSED EXISTING GRADE GROUND 2 4 5 3 6 9 8 7 10 11 1 2 3 4 6 8 9 11 10 12 7 5 1 53' ROW 30' - KIAWAH DR. W W W W W W W 14"W 1976 (AC) 15" SS 15" SS WINGED FOOT DR. SEE SHEET R3 WINGED FOOT DR. SEE SHEET R3 ∆ ∆ LOT 24 LOT 25 LOT 2 LOT 4 LOT 5 LOT 3 LOT 6 LOT 9 LOT 8 LOT 7 LOT 10 LOT 11 LOT 1 LOT 3 LOT 2 LOT 4 LOT 6 LOT 8 LOT 9 LOT 11 LOT 12 LOT 10 LOT 7 LOT 5 LOT 1 BLOCK 2 BLOCK 3 TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT BLOCK 1 TURNBERRY RD. SEE SHEET XX TURNBERRY RD. SEE SHEET XX 5' GRADING & DRAINAGE EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) 5' GRADING & DRAINAGE EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) R26.5' R26.5' 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 -2.58% -1.26% -0.85% -0.72% PVI STA = 10+38.97 PVI ELEV = 5083.21 PVI STA = 15+93.98 PVI ELEV = 5071.76 PVI STA = 16+13.98 PVI ELEV = 5071.59 PVI STA = 16+48.98 PVI ELEV = 5071.34 98.0' VC PVI STA = 13+77.71 PVI ELEV = 5074.48 BCVS: 13+28.71 BVCE: 5075.74 ECVS: 14+26.71 EVCE: 5073.86 A.D. = 1.32 K = 74.09 PROPOSED GRADE EXISTING GROUND 5082.93 5082.28 5081.64 5080.99 5080.35 5079.70 5079.06 5078.42 5077.77 5077.13 5076.48 5075.84 5075.22 5074.69 5074.24 5073.88 5073.57 5073.25 5072.94 5072.63 5072.31 5072.00 5071.71 5071.51 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 -2.60% -1.04% PVI STA = 10+38.97 PVI ELEV = 5083.21 PVI STA = 16+05.22 PVI ELEV = 5071.76 PVI STA = 16+60.22 PVI ELEV = 5071.19 98.0' VC PVI STA = 13+77.80 PVI ELEV = 5074.40 BCVS: 13+28.80 BVCE: 5075.67 ECVS: 14+26.80 EVCE: 5073.83 A.D. = 1.44 K = 68.05 PROPOSED GRADE EXISTING GROUND 5082.93 5082.28 5081.63 5080.98 5080.33 5079.68 5079.02 5078.37 5077.72 5077.07 5076.42 5075.77 5075.16 5074.63 5074.20 5073.85 5073.56 5073.27 5072.98 5072.69 5072.40 5072.11 5071.82 5071.55 5071.29 CENTERLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 R4 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND ELCO WATER DISTRICT UTILITY PLAN APPROVAL 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 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE Sheet of 65 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 REVIEW 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 DR. 39 LEFT FLOWLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE KIAWAH DR. SCALE : 1" = 40' (H) 1" = 5' (V) 5088.30 5087.93 5087.43 5086.81 5086.08 5085.33 5084.58 5083.83 5083.08 5082.33 5081.58 5080.83 5080.08 5079.88 5080.79 4" W 4" W 4" W 4" W 4" W 4" W F E S M F E S X X X 10" W 10" W 10" W 10" W 10" W 10" W 10" W 10"W 1976 (AC) 4" (AC) W E. DOUGLAS RD SEE SHEET R11 ROYAL TROON AVE. SEE SHEET R8 KIAWAH DR. SEE SHEET R4 WINGED FOOT DR. P P P 4.5' WALK 53' ROW 30'  -  4.5' WALK ∆ STORM LINE E SEE SHEET CS1 19 18 20 23 24 25 22 21 2 3 1 3 2 1 12 LOT 2 LOT 12 LOT 2 LOT 1 LOT 3 LOT 1 LOT 19 LOT 18 LOT 20 LOT 23 LOT 24 LOT 25 LOT 22 LOT 21 LOT 3 LOT 2 LOT 1 LOT 12 BLOCK 2 BLOCK 4 BLOCK 3 BLOCK 5 TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT TRACT A DRAINAGE EASEMENT BLOCK 10 5' DRAINAGE & GRADEING EASEMENT (TYP.) 6' UTILITY EASEMENT 9' UTILITY EASEMENT 5' DRAINAGE & GRADEING EASEMENT (TYP.) 9' UTILITY EASEMENT R26.5' 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 0.80% 0.84% -3.16% -1.18% -2.80% -2.40% PVI STA = 20+65.30 PVI ELEV = 5087.22 PVI STA = 25+13.24 PVI ELEV = 5080.80 PVI STA = 25+30.36 PVI ELEV = 5080.32 PVI STA = 25+46.34 PVI ELEV = 5079.94 PVI STA = 25+68.24 PVI ELEV = 5079.68 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.50 5086.70 5086.90 5087.10 5087.30 5087.51 5087.72 5087.93 5088.14 5088.24 5088.21 5088.03 5087.72 5087.27 5086.68 5085.95 5085.16 5084.37 5083.59 5082.80 5082.01 5081.22 5080.47 5079.89 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 0.80% 0.76% -2.60% -1.98% -2.86% PVI STA = 20+65.30 PVI ELEV = 5087.22 PVI STA = 25+60.37 PVI ELEV = 5080.80 PVI STA = 25+93.37 PVI ELEV = 5079.94 PVI STA = 26+15.37 PVI ELEV = 5079.50 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5086.50 5086.70 5086.90 5087.10 5087.29 5087.48 5087.67 5087.86 5088.05 5088.20 5088.24 5088.17 5087.98 5087.68 5087.26 5086.74 5086.09 5085.38 5084.67 5083.95 5083.24 5082.52 5081.81 5081.10 5080.42 5079.81 CENTERLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) R4 PLAN AND PROFILE WINGED FOOT DR. 38 ( 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL LINE MATCH STA 19+50 Sheet of 65 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 REVIEW 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 STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH MATCH LINE SEE SHEET R2 STA 19+50 R2 R3 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R2 STA 19+50 RIGHT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R2 STA 19+50 PVI ELEV = 5082.12 PVI STA = 14+29.65 PVI ELEV = 5082.17 PVI STA = 14+39.65 PVI ELEV = 5082.26 PVI STA = 14+49.65 PVI ELEV = 5082.39 PVI STA = 14+79.65 PVI ELEV = 5082.90 PVI STA = 14+89.65 PVI ELEV = 5083.03 PVI STA = 14+99.65 PVI ELEV = 5083.12 PROPOSED GRADE EXISTING GROUND 5089.29 5088.75 5088.28 5087.80 5087.35 5086.93 5086.50 5086.08 5085.65 5085.23 5084.80 5084.38 5083.95 5083.53 5082.96 5082.44 5082.16 5082.15 5082.40 5082.82 5083.12 5083.32 5083.52 5083.72 5083.92 5084.12 5084.32 5084.52 5084.72 5084.92 5085.12 5085.32 5085.52 5085.72 5085.92 5086.12 5086.32 5086.52 BETHPAGE DR. SEE SHEET ## CARNOUSTIE DR. SEE SHEET R5 WINGED FOOT DR. P 4.5' SIDEWALK 53' ROW 30' - 4.5' SIDEWALK 3 12 6 1 2 4 5 6 15 16 17 13 14 9 11 10 7 8 1 4 5 10 11 12 7 8 9 2 3 7 8 6 5 TRACT A DRAINAGE EASEMENT LOT 3 LOT 12 LOT 6 LOT 1 LOT 2 LOT 4 LOT 5 LOT 6 LOT 9 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 7 LOT 8 LOT 10 LOT 11 LOT 18 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 9 BLOCK 10 BLOCK 10 BLOCK 1 5' DRAINAGE & GRADEING EASEMENT (TYP.) 5' DRAINAGE & GRADEING EASEMENT (TYP.) 9' UTILITY EASEMENT 9' UTILITY EASEMENT TRACT A DRAINAGE EASEMENT BLOCK 10 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 -1.70% 0.80% 0.50% 0.80% 1.20% -0.50% -0.90% -1.70% -1.30% -1.90% PVI STA = 10+48.20 PVI ELEV = 5087.89 PVI STA = 10+89.19 PVI ELEV = 5087.11 PVI STA = 13+27.65 PVI ELEV = 5083.05 PVI STA = 13+60.15 PVI ELEV = 5082.50 PVI STA = 13+81.39 PVI ELEV = 5082.22 PVI STA = 14+00.00 PVI ELEV = 5082.06 PVI STA = 14+13.65 PVI ELEV = 5081.99 PVI STA = 14+34.88 PVI ELEV = 5082.09 PVI STA = 14+79.65 PVI ELEV = 5082.45 PVI STA = 14+99.65 PVI ELEV = 5082.69 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5089.13 5088.43 5087.82 5087.24 5086.65 5086.07 5085.51 5085.13 5084.75 5084.37 5083.94 5083.64 5083.35 5083.06 5082.77 5082.48 5082.19 5081.90 5081.61 5081.42 5081.30 5081.20 5081.16 5081.26 5081.36 5081.43 5081.59 5082.10 5082.79 5084.01 5084.93 5085.36 5085.72 5085.69 5085.71 5085.96 5086.17 5086.38 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 0.80% 0.50% 0.70% -1.90% -0.50% -0.90% -1.70% -1.30% PVI STA = 10+41.50 PVI ELEV = 5088.01 PVI STA = 10+89.19 PVI ELEV = 5087.11 PVI STA = 13+27.65 PVI ELEV = 5083.05 PVI STA = 13+82.74 PVI ELEV = 5082.34 PVI STA = 13+93.65 PVI ELEV = 5082.24 PVI STA = 14+13.65 PVI ELEV = 5082.14 PVI STA = 14+37.49 PVI ELEV = 5082.26 PVI STA = 14+99.65 PVI ELEV = 5082.69 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND 5087.85 5087.38 5086.92 5086.50 5086.07 5085.65 5085.22 5084.80 5084.37 5083.95 5083.52 5083.10 5082.76 5082.44 5082.21 5082.19 5082.34 5082.52 5082.70 5082.90 5083.10 5083.30 5083.50 5083.70 5083.90 5084.10 5084.30 5084.50 5084.70 5084.90 5085.10 5085.30 5085.50 5085.70 5085.90 5086.10 CENTERLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) R3 PLAN AND PROFILE WINGED FOOT DR. 37 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET R3 STA 19+50 KEYMAP DOUGLAS RD TURNBERRY RD EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE LINE MATCH STA 19+50 R2 R3 STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R3 STA 19+50 RIGHT FLOWLINE WINGED FOOT DR. SCALE : 1" = 40' (H) 1" = 5' (V) MATCH LINE SEE SHEET R3 STA 19+50 Sheet of 65 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 REVIEW 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 5105 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+50 -2.54% -2.50% 2.50% 1.80% 2.50% 1.40% 1.10% PVI STA = 10+00.00 PVI ELEV = 5085.46 PVI STA = 10+30.00 PVI ELEV = 5084.70 PVI STA = 10+35.00 PVI ELEV = 5084.57 PVI STA = 10+40.00 PVI ELEV = 5084.70 PVI STA = 11+20.00 PVI ELEV = 5085.82 PVI STA = 18+00.92 PVI ELEV = 5095.86 PVI STA = 18+15.92 PVI ELEV = 5096.23 90.0' VC PVI STA = 14+35.51 PVI ELEV = 5089.29 BCVS: 13+90.51 BVCE: 5088.79 ECVS: 14+80.51 EVCE: 5090.10 A.D. = 0.70 K = 129.01 5085.46 5084.82 5084.84 5085.19 5085.54 5085.87 5086.15 5086.42 5086.70 5086.97 5087.25 5087.52 5087.80 5088.07 5088.35 5088.62 5088.90 5089.22 5089.58 5090.00 5090.45 5090.90 5091.34 5091.79 5092.24 5092.69 5093.14 5093.59 5094.04 5094.49 5094.94 5095.39 5095.84 EXISTING GROUND PROPOSED GRADE 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% 1.10% 1.21% 1.71% 1.00% 1.80% PVI STA = 10+35.00 PVI ELEV = 5084.37 PVI STA = 10+57.00 PVI ELEV = 5084.75 PVI STA = 11+21.65 PVI ELEV = 5085.40 PVI STA = 12+25.12 PVI ELEV = 5086.43 PVI STA = 13+26.20 PVI ELEV = 5087.54 PVI STA = 17+74.42 PVI ELEV = 5094.96 86.5' VC PVI STA = 14+37.26 PVI ELEV = 5088.89 BCVS: 13+94 BVCE: 5088.37 ECVS: 14+80.51 EVCE: 5089.67 A.D. = 0.59 K = 147.31 5084.63 5084.93 5085.18 5085.43 5085.68 5085.93 5086.18 5086.43 5086.71 5086.98 5087.26 5087.53 5087.83 5088.14 5088.44 5088.77 5089.15 5089.57 5090.02 5090.47 5090.92 5091.37 5091.82 5092.27 5092.72 5093.17 5093.62 5094.07 5094.52 EXISTING GROUND PROPOSED GRADE 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 0.59% 0.80% 1.20% 1.10% 1.00% 1.80% PVI STA = 10+35.00 PVI ELEV = 5084.78 PVI STA = 10+57.00 PVI ELEV = 5084.91 PVI STA = 11+18.35 PVI ELEV = 5085.40 PVI STA = 12+04.58 PVI ELEV = 5086.43 PVI STA = 13+05.66 PVI ELEV = 5087.54 PVI STA = 17+74.42 PVI ELEV = 5094.96 93.5' VC PVI STA = 14+33.77 PVI ELEV = 5088.83 BCVS: 13+87.02 BVCE: 5088.36 ECVS: 14+80.51 EVCE: 5089.67 A.D. = 0.80 K = 117.20 5084.87 5085.05 5085.25 5085.48 5085.78 5086.08 5086.38 5086.66 5086.93 5087.21 5087.48 5087.74 5087.99 5088.24 5088.50 5088.80 5089.16 5089.57 5090.02 5090.47 5090.92 5091.37 5091.82 5092.27 5092.72 5093.17 5093.62 5094.07 5094.52 EXISTING GROUND PROPOSED GRADE KEYMAP DOUGLAS RD TURNBERRY RD CENTERLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) R1 PLAN AND PROFILE BETHPAGE DR. 36 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 ELCO WATER DISTRICT UTILITY PLAN APPROVAL BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL STOP R1-1 D3 STREET NAME 6"x30' 30"x30' P P PROPOSED STOP SIGN WITH STREET NAME SIGNS PROPOSED SIGN SIGN LEGEND LEFT FLOWLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE BETHPAGE DR. SCALE : 1" = 40' (H) 1" = 5' (V) Sheet of 65 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 REVIEW 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 LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED CURB & GUTTER PROPOSED CENTERLINE PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3. MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1/4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4. EXPANSION JOINTS SHALL BE PROVIDED IN ALL TRAILS AT MAXIMUM SPACING OF 50 FEET. 5. LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE TOWN ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 4" (AC) W W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD UD UD SD S W W W S 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 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" HDPE @ 0.50% 204.26 LF 15" HDPE @ 0.50% E. DOUGLAS ROAD E. DOUGLAS ROAD WINGED FOOT DR. RAIN GARDEN 3 POND 3 (WETLANDS) PERMANENT WATER SURFACE ELEVATION = 5079 53' ROW 30'  -  6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 6' UTILITY EASEMENT 15' UTILITY EASEMENT LOT 24 LOT 25 LOT 2 LOT 3 LOT 1 BLOCK 2 BLOCK 1 LOT 4 LOT 5 5' DRAINAGE EASEMENT (TYP) 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" HDPE @ 0.50% 128.86 LF 15" HDPE @ 0.50% INLET D5 STA 12+34.93 RIM 5080.4± INV. IN 5074.45 (W) INV. OUT 5074.45 (E) INLET D6 STA 12+04.26 RIM 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 RIM 5080.3± INV. IN 5075.26 (W) INV. OUT 5075.26 (S) 425.00 LF 15" RCP @ 0.30% INLET D2 STA 17+24.70 RIM 5080.8± INV. IN 5076.90 (W) INV. OUT 5076.90 (E) INLET D1 STA 21+49.70 RIM 5081.9± INV. OUT 5078.17 (E) 8" WATER STA.=12+27.61 TOP=5077.56 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) 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 INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS. 6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. 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. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE INSERTA TEE OR APPROVED EQUAL FOR CONNECTION. 8. INLET SCHEDULE CAN BE FOUND ON SHEET D6. PROPOSED FES Sheet of 65 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 REVIEW 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 ST2 PLAN & PROFILE STORM DRAIN LINE D 35 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 PROFILE SCALE: ST2 STORM DRAIN LINE D PROPOSED GROUND EXISTING GROUND 2' CONCRETE PAN 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 5030 5035 5040 5045 5050 5055 5060 5065 5070 5075 13+00 12+00 11+00 10+00 9+50 4.00 LF 24" HDPE @ 0.50% 35.06 LF 24" HDPE @ 52.87% 39.09 LF 24" HDPE @ 0.50% FES A1 STA 10+00.00 RIM 5036.6± INV. IN 5034.27 (NW) 22-1_2° BEND A2 STA 10+04.00 RIM 5036.6± INV. IN 5034.29 (W) INV. OUT 5034.29 (SE) 22-1/2° BEND A3 STA 10+39.05 RIM 5055.2± INV. IN 5052.82 (W) INV. OUT 5052.82 (E) CONVER HDPE-RCP A4 STA 10+78.14 RIM 5055.4± INV. IN 5053.02 (W) INV. OUT 5053.02 (E) 124.14 LF 24" RCP @ 0.50% OUTFALL A5 STA 12+02.28 RIM 5061.8± INV. OUT 5053.64 (E) EXISTING GROUND PROPOSED GROUND 15" PVC STA.=11+08.13 INV.=5056.72 15" SS 15" SS 15" SS 15" SS SD SD SD SD SD 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" HDPE @ 0.50% KIAWAH DR. TURNBERRY ROAD 72' ROW 50'  - EOP TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT LOT 10 LOT 11 LOT 1 LOT 2 BLOCK 3 BLOCK 2 53' ROW 30'  -  5050 5055 5060 5065 5070 5075 5080 5085 5090 5095 5050 5055 5060 5065 5070 5075 5080 5085 5090 5095 9+50 10+00 11+00 12+00 13+00 208.09 LF 24" HDPE @ 0.50% FES B2 STA 10+00.00 RIM 5067.4± INV. IN 5065.19 (N) HEADWALL B1 STA 12+08.09 RIM 5068.4± INV. OUT 5066.23 (S) EXISTING GROUND PROPOSED GROUND 8" WATER STA.=11+70.50 TOP=5069.94 8" PVC STA.=11+57.63 INV.=5059.46 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 9+50 10+00 11+00 12+00 FES C2 STA ??? RIM 5062.9± INV. IN 5061.54 (W) 101.75 LF 15" HDPE @ 2.16% FES C1 (ORIFICE PLATE) STA ??? RIM 5065.1± INV. OUT 5063.74 (E) EXISTING GROUND PROPOSED GROUND Structure - (63) FES C1 (ORIFICE PLATE) STA 11+01.75 N: 149329.71 E: 205024.57 FES C2 STA 10+00.00 N: 149320.75 E: 205125.92 101.75 LF 15" HDPE @ 2.16% POND 2 TRACT C ACCESS & DRAINAGE EASEMENT POND 1 KEYMAP DOUGLAS RD TURNBERRY RD Sheet of 65 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 REVIEW 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 PROFILE SCALE: ST1 PLAN & PROFILE STORM DRAIN LINES A, B, & C 34 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) 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 INLET BOX STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4. WATER SERVICE MUST HAVE MINIMUM OF 4.5' COVER AND MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWER. ANY STORM SEWER SHALLOWER THAN 5.0' WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 5. STORM DRAIN PIPE JOINTS SHALL NOT BE LOCATED OVER UTILITY CROSSINGS. 6. PRIVATE STORM SEWER MATERIAL MAY BE RCP, PVC OR HDPE. 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. HDPE MUST BE SMOOTH WALLED INTERIOR. HDPE FITTINGS MAY BE USED FOR PVC INSTALLATIONS. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 7. AREA DRAIN PIPE AND DRAIN BASIN CONNECTIONS TO RCP STORM SHALL USE INSERTA TEE OR APPROVED EQUAL FOR CONNECTION. 8. INLET SCHEDULE CAN BE FOUND ON SHEET D6. PROPOSED FES PROFILE SCALE: PROFILE SCALE: NORTH NORTH NORTH STORM DRAIN LINE A STORM DRAIN LINE B STORM DRAIN LINE C STRM C STRM B STRM A 39.09 LF 24" HDPE @ 0.50% 35.06 LF 24" HDPE @ 52.87% 4.00 LF 24" HDPE @ 0.50% TURNBERRY ROAD KIAWAH DR. TURNBERRY ROAD POND 1 72' ROW 50' - EOP 72' ROW 50'  - EOP 15' UTILITY EASEMENT 72' ROW 50'  - EOP TRACT C ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT ACCESS & DRAINAGE LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 BLOCK 3 POND 1 53' ROW 30'  -  SD B5 INV. OUT=5056.43 (E) FG=5065.87 SD B4 90deg BEND INV. IN=5055.79 (W) INV. OUT=5055.79 (N) FG=5067.65 63.51 LF 6" HDPE @ 1.00% SD B3 INV. IN=5054.00 (S) INV. IN=5054.00 (N) FG=5060.97 474.83 LF 6" HDPE @ 0.38% SD B2 90 deg BEND INV. IN=5059.12 (W) INV. OUT=5059.12 (S) FG=5072.20 237.15 LF 6" HDPE @ 2.16% SD B1 INV. OUT=5061.18 (E) FG=5072.93 68.74 LF 6" HDPE @ 3.00% 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+009+25 POND 1 SD B5 STA 0+00.00 RIM 5057.0± INV. OUT 5056.43 (E) SD B4 90deg BEND STA 0+63.51 RIM 5056.4± INV. IN 5055.79 (W) INV. OUT 5055.79 (N) 63.51 LF 6" HDPE @ 1.00% 474.83 LF 6" HDPE @ 0.38% OUTFALL A5 (1) STA 12+02.28 RIM 5061.8± INV. OUT 5053.64 (E) SD B3 STA 5+38.34 RIM 5061.0± INV. IN 5054.00 (S) INV. IN 5054.00 (N) 237.15 LF 6" HDPE @ 2.16% SD B2 90 deg BEND STA 7+75.48 RIM 5059.7± INV. IN 5059.12 (W) INV. OUT 5059.12 (S) 68.74 LF 6" HDPE @ 3.00% SD B1 STA 8+44.22 RIM 5061.8± INV. OUT 5061.18 (E) PROPOSED GRADE EXISTING GRADE KEYMAP DOUGLAS RD TURNBERRY RD Sheet of 65 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 REVIEW 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 1324-001_SD-2 PLAN & PROFILE STORM DRAIN LINES A, B, & C 33 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: NORTH SUBDRAIN LINE B SD B SD A LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD UD UD UD UD 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 SD N: 150037.66 E: 203897.99 RAIN GARDEN 3 POND 3 (WETLANDS) PERMANENT WATER SURFACE ELEVATION = 5079 53' ROW 30'  -  53' ROW 30'  -  53' ROW 30' -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 15' UTILITY EASEMENT WINGED FOOT DR. WINGED FOOT DR. BETHPAGE DR. SD A1 INV. OUT=5075.36 (E) FG=5087.13 SD A2 INV. IN=5072.39 (W) INV. IN=5072.39 (E) INV. IN=5072.39 (S) FG=5081.28 297.12 LF 6" HDPE @ 1.00% SD A3 INV. OUT=5074.99 (W) FG=5083.21 260.01 LF 6" HDPE @ 1.00% SD A4 INV. OUT=5074.00 (N) FG=5082.08 160.51 LF 6" HDPE @ 1.00% KEYMAP DOUGLAS RD TURNBERRY RD Sheet of 65 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 REVIEW 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 1324-001_SD-1 PLAN & PROFILE STORM DRAIN LINES A, B, & C 32 ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: NORTH SUBDRAIN LINE A SD B SD A 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 S S S S W S W 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 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 S S 15" SS 15" SS 15" SS 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 S S S S W S W 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 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 S S SSMH B6 STA 12+65.73 N: 149678.79 E: 204585.84 SSMH B5 STA 11+20.05 N: 149754.47 E: 204710.31 SSMH B4 STA 16+83.57 N: 149857.06 E: 204772.67 SSMH B4-1 STA 10+91.12 N: 149943.88 E: 204800.31 SSMH B3 STA 12+83.53 N: 149694.54 E: 205138.21 SSMH B2 STA 11+66.27 N: 149648.63 E: 205246.10 SSMH B1 STA 10+00.00 N: 149645.31 E: 205412.34 166.27 LF 8" PVC @ 3.00% 400.05 LF 8" PVC @ 2.00% 120.05 LF 8" PVC @ 1.00% 145.68 LF 8" PVC @ 1.00% 91.12 LF 8" PVC @ 0.50% 117.25 LF 8" PVC @ 3.00% KIAWAH DR. TURNBERRY ROAD WINGED FOOT DR. 5060 5065 5070 5075 5080 5085 5090 5095 5100 5105 5060 5065 5070 5075 5080 5085 5090 5095 5100 5105 9+50 10+00 11+00 SSMH B4 STA 16+83.57 RIM 5084.6± INV. IN 5074.20 (SW) INV. IN 5074.20 (N) INV. OUT 5074.10 (SE) 91.12 LF 8" PVC @ 0.50% SSMH B4-1 STA 10+91.12 RIM 5081.8± INV. OUT 5074.66 (S) PROPOSED GRADE EXISTING GRADE 5060 5065 5070 5075 5080 5085 5090 5095 5100 5105 12+75 12+00 11+00 10+00 9+75 SSMH B4 STA 16+83.57 RIM 5084.6± INV. IN 5074.20 (SW) INV. IN 5074.20 (N) 120.05 LF 8" PVC @ 1.00% SSMH B5 STA 11+20.05 RIM 5087.7± INV. IN 5075.60 (SW) INV. OUT 5075.40 (NE) 145.68 LF 8" PVC @ 1.00% SSMH B6 STA 12+65.73 RIM 5088.2± INV. OUT 5077.06 (NE) PROPOSED GRADE EXISTING GRADE 31 PLAN & PRIFILE LINES - B1, B4-1 & B4-4 ON-SITE SANITARY SEWER 31 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' W W W W W W W W W W W W W W W W GAS 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 X X X X X X X X X X X X B B A.V. AW W W W W W BETHPAGE DR. JUANITA LANE LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 SD SD SD SD SD SD SD S S W W W 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 S W W W W W W S S S S S S S S S S S S W W W W W W W W W W S S S S S S SSS S S S S S W W W W W W W W W S S W W S S S W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" 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 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 SD SD SD SD SD SD SD S S W W W 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 S W W W W W W S S S S S S S S S S S S W W W W W W W W W W S S S S S S SSS S S S S S W W W W W W W W W S S W W S S S W SSMH A18 STA 18+78.47 N: 149129.88 E: 202971.18 SSMH A17 STA 17+26.00 N: 149220.39 E: 203093.88 SSMH A16 STA 15+97.86 N: 149278.83 E: 203207.92 SSMH A15 STA 14+74.13 N: 149298.07 E: 203330.14 SSMH A14 STA 13+85.60 N: 149297.13 E: 203418.66 SSMH A13 STA 10+00.00 N/S N: 149682.71 E: 203423.01 SSMH A13-1 STA 10+60.25 N: 149742.07 E: 203433.37 385.60 LF 8" PVC @ 1.55% 88.52 LF 8" PVC @ 2.50% 123.73 LF 8" PVC @ 2.50% 60.25 LF 8" PVC @ 2.00% 152.47 LF 8" PVC @ 4.00% 128.15 LF 8" PVC @ 2.50% BALTUSROL CT. BALTUSROL DR. CARNOUSTIE DR. 5065 5070 5075 5080 5085 5090 5095 5100 5105 5110 5065 5070 5075 5080 5085 5090 5095 5100 5105 5110 9+50 10+00 11+00 SSMH A13 STA 12+73.38 RIM 5089.3± INV. IN 5078.91 (S) INV. IN 5078.91 (N) INV. OUT 5078.71 (E) 60.25 LF 8" PVC @ 2.00% SSMH A13-1 STA 10+60.25 RIM 5088.5± INV. OUT 5080.11 (S) PROPOSED GRADE EXISTING GRADE 30 PLAN & PROFILE LINES - A13 & A13-1 ON-SITE SANITARY SEWER 30 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' 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 W W W W W S S S S S S W W W W W W W W 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 SSS 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 W W S S S S S S S S S S S S S S S S S S S S S S S W S W 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 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 W W 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 SSS 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 W W S S S S S S S S S S S S S S S S S S S S S S S W S W SSMH A12-2 STA 18+00.06 N: 149670.58 E: 204496.38 SSMH A12-1 STA 14+00.04 N: 149675.12 E: 204096.38 273.38 LF 8" PVC @ 1.50% 400.04 LF 8" PVC @ 0.50% 400.03 LF 8" PVC @ 0.50% SSMH A12 STA 10+00.00 E/W N: 149679.61 E: 203696.37 SSMH A13 STA 12+73.38 N: 149682.71 E: 203423.01 WINGED FOOT DR. ROYAL TROON AVE. CARNOUSTIE DR. 5060 5065 5070 5075 5080 5085 5090 5095 5100 5060 5065 5070 5075 5080 5085 5090 5095 5100 13+00 12+00 11+00 10+00 9+50 SSMH A12 STA 18+35.22 RIM 5084.4± INV. IN 5074.61 (W) INV. IN 5074.61 (E) INV. OUT 5074.41 (S) 273.38 LF 8" PVC @ 1.50% SSMH A13 STA 12+73.38 RIM 5089.3± INV. IN 5078.91 (S) INV. IN 5078.91 (N) INV. OUT 5078.71 (E) PROPOSED GRADE EXISTING GRADE 5060 5065 5070 5075 5080 5085 5090 5095 5100 5060 5065 5070 5075 5080 5085 5090 5095 5100 18+25 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH A12 STA 18+35.22 RIM 5084.4± INV. IN 5074.61 (W) INV. IN 5074.61 (E) INV. OUT 5074.41 (S) 400.04 LF 8" PVC @ 0.50% PVC Pipe SSMH A12-1 STA 14+00.04 RIM 5084.4± INV. IN 5076.81 (E) INV. OUT 5076.61 (W) 400.03 LF 8" PVC @ 0.50% SSMH A12-2 STA 18+00.06 RIM 5087.6± INV. OUT 5078.81 (W) PROPOSED GRADE EXISTING GRADE 29 PLAN & PROFILE LINES - A12 & A12-1 ON-SITE SANITARY SEWER 29 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL SSMH A12 STA 18+35.22 RIM 5084.4± INV. IN 5074.61 (W) INV. IN 5074.61 (E) INV. OUT 5074.41 (S) W W W W W W W E E E E E E E B B BETHPAGE DR. 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W S W S S S 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 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 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 SSS 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 S S S S 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" 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 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 SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD W S W S S S 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 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 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 SSS 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 S S S S S S S S SSMH A11 STA 17+59.22 N: 149603.61 E: 203695.51 SSMH A10 STA 16+87.76 N: 149532.84 E: 203705.38 SSMH A9 STA 16+16.02 N: 149481.16 E: 203755.14 SSMH A12 STA 18+35.22 N: 149679.61 E: 203696.37 SSMH A8 STA 13+62.79 N: 149327.28 E: 203956.25 SSMH A7 STA 12+51.23 N: 149264.68 E: 204048.60 251.23 LF 8" PVC @ 0.51% 111.56 LF 8" PVC @ 1.00% 253.23 LF 8" PVC @ 1.00% 71.74 LF 8" PVC @ 0.50% 71.46 LF 8" PVC @ 0.50% 76.00 LF 8" PVC @ 0.50% SSMH A6 STA 10+00.00 N: 149205.38 E: 204292.73 WINGED FOOT DR. CARNOUSTIE DR. ROYAL TROON AVE. 28 PLAN & PROFILE LINE - A6 ON-SITE SANITARY SEWER 28 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL 8" W 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 8" W 8" W 8" W 8" W SD SD SD SD SD W W W W W S S S S S S S S S W W W W W 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 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 S S S S S S S S S S S S S S S W S S W 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 8" W 8" W 8" W 8" W SD SD SD SD SD W W W W W S S S S S S S S S W W W W W 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 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 S S S S S S S S S S S S S S S W S S W SSMH A7 STA 12+51.23 N: 149264.68 E: 204048.60 251.23 LF 8" PVC @ 0.51% SSMH A6 STA 10+00.00 N: 149205.38 E: 204292.73 ROYAL TROON AVE. WINGED FOOT DR. 5055 5060 5065 5070 5075 5080 5085 5090 5095 5100 5055 5060 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 SSMH A5 STA 21+58.12 RIM 5074.7± INV. IN 5064.80 (SW) INV. IN 5064.80 (N) INV. OUT 5064.53 (E) 238.20 LF 8" PVC @ 1.00% SSMH A6 STA 12+38.20 RIM 5076.7± INV. IN 5067.38 (W) INV. IN 5067.38 (N) INV. OUT 5067.18 (S) 109.20 LF 8" PVC @ 1.00% SSMH A6-1 STA 13+47.40 RIM 5077.5± INV. IN 5068.67 (NE) INV. OUT 5068.47 (S) 104.60 LF 8" PVC @ 1.00% SSMH A6-2 STA 14+52.00 RIM 5078.5± INV. IN 5069.92 (N) INV. OUT 5069.72 (SW) 115.92 LF 8" PVC @ 1.00% PVC Pipe SSMH A6-3 STA 15+67.92 RIM 5081.0± INV. IN 5071.28 (N) INV. OUT 5071.08 (S) 95.16 LF 8" PVC @ 1.00% SSMH A6-4 STA ??? RIM 5084.6± INV. OUT 5072.23 (S) 27 PLAN & PROFILE LINE - A5 ON-SITE SANITARY SEWER 27 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' SD SD SD SD SD SD SD SD SD SD SD 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD W 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 W S S S S S S S S S S W W W W W W W W W S S S S S W W W W S S S 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 W W W W W W W W W W W W W W W S U D 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" 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 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 SD SD 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD W 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 W S S S S S S S S S S W W W W W W W W W S S S S S W W W W S S S 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 W W W W W W W W W W W W W W W S SSMH A5-6 STA 18+38.13 N: 149290.74 E: 203516.72 SSMH A5-5 STA 17+31.08 N: 149245.57 E: 203613.77 SSMH A5-4 STA 15+09.18 N: 149110.73 E: 203790.01 SSMH A5-3 STA 13+39.30 N: 149017.70 E: 203932.15 SSMH A5-2 STA 11+67.49 N: 148968.62 E: 204096.80 SSMH A5-1 STA 10+40.86 N: 148941.67 E: 204220.53 126.64 LF 8" PVC @ 1.00% 171.81 LF 8" PVC @ 1.50% 169.88 LF 8" PVC @ 1.50% 221.90 LF 8" PVC @ 1.50% 107.05 LF 8" PVC @ 1.50% 40.86 LF 8" PVC @ 1.00% SSMH A5 STA 10+00.00 N: 148971.28 E: 204248.68 BALTUSROL CT. BALTUSROL DR. BETHPAGE DR. ROYAL TROON AVE. 5060 5065 5070 5075 5080 5085 5090 5095 5100 5105 5060 5065 5070 5075 5080 5085 5090 5095 5100 5105 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+50 SSMH A5 STA 21+58.12 RIM 5074.7± INV. IN 5064.80 (SW) INV. IN 5064.80 (N) INV. OUT 5064.53 (E) 40.86 LF 8" PVC @ 1.00% SSMH A5-1 STA ??? RIM 5075.3± INV. IN 5065.41 (W) INV. OUT 5065.21 (NE) 126.64 LF 8" PVC @ 1.00% SSMH A5-2 STA 11+67.49 RIM 5077.5± INV. IN 5066.88 (W) INV. OUT 5066.67 (E) 171.81 LF 8" PVC @ 1.50% SSMH A5-3 STA 13+39.30 RIM 5081.2± INV. IN 5069.66 (NW) INV. OUT 5069.46 (E) 169.88 LF 8" PVC @ 1.50% SSMH A5-4 STA 15+09.18 RIM 5085.5± INV. IN 5072.41 (NW) INV. OUT 5072.21 (SE) 221.90 LF 8" PVC @ 1.50% SSMH A5-5 STA 17+31.08 RIM 5091.1± INV. IN 5075.94 (NW) INV. OUT 5075.74 (SE) 107.05 LF 8" PVC @ 1.50% SSMH A5-6 STA 18+38.13 RIM 5093.8± INV. OUT 5077.54 (SE) 26 PLAN & PROFILE LINE - A5-1 ON-SITE SANITARY SEWER 26 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 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 EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' W W W W W W W W 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 G G 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 OHE OHE OHE B W W W W W W W W W W W 14"W 1976 (AC) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 1 5" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS UD UD UD 8" W 8" W 8" W 8" W 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 SD SD SD SD 8" W 8" W 8" W 8" W SD SD W W W W S S S S W S S S W W W W W W S S S S S S S W W W W 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS UD UD UD 8" W 8" W 8" W 8" W 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 SD SD SD SD 8" W 8" W 8" W 8" W SD SD W W W W S S S S W S S S W W W W W W S S S S S S S W W W W SSMH A3 STA 15+61.41 N: 148936.03 E: 204842.89 SSMH A5 STA 21+58.12 N: 148971.28 E: 204248.68 SSMH A4 STA 19+61.42 N: 148940.15 E: 204442.91 SSMH A1 STA 10+00.00 N: 148930.34 E: 205404.27 SSMH A2 STA 11+61.42 N: 148931.96 E: 205242.86 161.42 LF 8" PVC @ 0.60% 400.00 LF 8" PVC @ 0.60% 400.00 LF 8" PVC @ 0.60% 196.70 LF 8" PVC @ 1.00% 405.80 LF 15" PVC @ 0.15% CARNOUSTIE DR. TURNBERRY ROAD ROYAL TROON AVE. 25 PLAN & PROFILE LINE - A1 ON-SITE SANITARY SEWER 25 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. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER SAN-1 SAN-2 SAN-6 SAN-3 SAN-5 SAN-7 SAN-4 SSMH OS2 STA 36+22.38 N: 148536.17 E: 205399.74 SSMH A1 STA 10+00.00 N: 148930.34 E: 205404.27 394.20 LF 15" PVC @ 0.15% 405.80 LF 15" PVC @ 0.15% 309.22 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 47+50 SSMH OS2 STA 36+22.38 RIM 5069.2± INV. IN 5055.02 (N) INV. OUT 5054.82 (S) 394.20 LF 15" PVC @ 0.15% SSMH A1 STA 10+00.00 RIM 5069.1± INV. IN 5055.81 (N) INV. IN 5056.19 (W) INV. OUT 5055.61 (S) 405.80 LF 15" PVC @ 0.15% SSMH OS1 STA 44+22.38 RIM 5070.4± INV. IN 5056.61 (N) INV. OUT 5056.41 (S) 309.22 LF 15" PVC @ 0.15% SSMH B1 STA 10+00.00 RIM 5071.8± INV. IN 5057.19 (W) INV. OUT 5057.09 (S) 24 PLAN & PROFILE OFFSITE SANITARY SEWER LINE 24 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. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL MATCH LINE SEE SHEET OS-2 STA 35+00 OS-1 OS-2 OS-3 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' W W 14"W 1976 (AC) 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 W W W W W WV WV W W W 14"W 1976 (AC) (DIP) 0 . 0 L F 1 5 " P V C @ % TURNBERRY ROAD TURNBERRY ROAD SSMH OS3 STA 32+22.38 N: 148136.18 E: 205396.90 SSMH OS5 STA 24+22.38 N: 147336.19 E: 205392.92 SSMH OS4 STA 28+22.38 N: 147736.18 E: 205394.97 0 . L F 1 5 " P V C @ % 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 5040 5045 5050 5055 5060 5065 5070 5075 5080 5085 5090 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 SSMH OS5 STA 24+22.38 RIM 5070.0± INV. IN 5052.62 (N) INV. OUT 5052.42 (S) 400.00 LF 15" PVC @ 0.15% SSMH OS4 STA 28+22.38 RIM 5069.2± INV. IN 5053.42 (N) INV. OUT 5053.22 (S) 400.00 LF 15" PVC @ 0.15% SSMH OS3 STA 32+22.38 RIM 5070.3± INV. IN 5054.22 (N) INV. OUT 5054.02 (S) 400.00 LF 15" PVC @ 0.15% 23 PLAN & PROFILE OFFSITE SANITARY SEWER LINE 23 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 MATCH LINE SEE SHEET OS-1 STA 22+50 C ALL 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL OS-1 OS-2 OS-3 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' 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) (DIP) TURNBERRY ROAD SSMH OS6 STA 20+22.38 N: 146936.19 E: 205390.81 SSMH OS7 STA 16+22.38 N: 146536.21 E: 205386.89 EX SSMH STA 10+00.00 N: 145951.06 E: 205326.49 SSMH OS9 STA 10+49.61 N: 145963.57 E: 205374.50 SSMH OS8 STA 12+22.38 N: 146136.29 E: 205378.89 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 400.00 LF 15" PVC @ 0.15% 172.78 LF 15" PVC @ 0.15% 49.61 LF 15" PVC @ 0.15% 22 PLAN & PROFILE OFFSITE SANITARY SEWER LINE 22 NORTH ( IN FEET ) 1 inch = ft. 50 0 50 Feet 50 100 150 Sheet of 65 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 REVIEW 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 PROFILE SCALE: VERT. 1"=5' HORIZ. 1"=50' CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R KEYMAP DOUGLAS RD TURNBERRY RD BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL OS-1 OS-2 OS-3 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. 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. 3. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 4. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 5. CONTRACTOR SHALL ADJUST EXISTING SANITARY SEWER MANHOLES AND SUBDRAINE CLEANOUTS WITHIN THE RIGHT-OF-WAY PER CITY STANDARDS. ALL MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 6. ALL WATER AND SEWER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 7. 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS EXISTING ELECTRIC METER EXISTING WATER METER EXISTING IRRIGATION BOX EXISTING POWER POLE EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES EXISTING SANITARY SEWER SS PROPOSED STORM INLET EXISTING LIGHT POLE PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER & MANHOLE PROPOSED LIGHT POLE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOTLINE EASEMENT LINE CONTROL IRR PROPERTY BOUNDARY S W PROPOSED SEWER SERVICE PROPOSED CURB STOP & METER PIT IR PROPOSED IRRIGATION CURB STOP & METER PIT W PROPOSED RESIDENTIAL WATER SERVICE (SEE UTILITY DETAIL SHEETS) PROPOSED ELECTRIC TRANSFORMER W W W W W W W W W W W W W W W W W W W 14"W 1976 (AC) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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 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 TURNBERRY ROAD FH ASSEMBLY N:148958.40 E:205373.34 8"x6" SWIVEL TEE & 6" GV (SE) N:148958.22 90° BEND A1 E:205389.66 INV. IN=5056.00 (W) INV. OUT=5056.00 (N) FG=5067.65 UD A2 INV. OUT=5057.56 (E) FG=5067.50 (BEGIN TYPICAL SECTION PER LCUASS DETAIL) MONITORING WELL RG2 LOT 5 LOT 1 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) 15' UTILITY EASEMENT CONCRETE COLLAR RG2 471.77 LF 6" HDPE @ 2.50% 49.22 LF 6" HDPE @ 0.20% 30' UTILITY EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT EXISTING ELCO 14" AC WATER LINE STORM LINE C (SEE SHEET ST1) STORM LINE A (SEE SHEET ST1) RIP-RAP (TYP.) SIDEWALK CULVERT U6 UTILITY PLAN 21 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U5 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U1 U2 U3 U4 U5 U6 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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" 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 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 SD SD SD SD SD SD 8" W 8" W 8" W 8" W 8" W SD SD SD SD SD SD SD SD SD SD SD SD SD W 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 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 45° BEND N:148946.23 E:204246.62 FH ASSEMBLY N:149017.49 E:204003.56 FH ASSEMBLY N:149296.54 E:204045.57 8"x6' SWIVEL TEE & 6" GV (SW) & 8" GV (NW) N:149007.16 E:203999.61 8" TEE w/ TB & 2-8" GV (S,W) N:149212.27 E:204307.96 8"x6" SWIVEL TEE & 6" GV (S) N:149286.45 E:204040.18 CARNOUSTIE DR. BALTUSROL DR. ROYAL TROON AVE. MIDBLOCK CROSS PAN SIDEWALK CHASE CLEANOUT RG2 INV. OUT=5067.72 (NE) FG=5069.81 MONITORING WELL RG2 INV. IN=5067.45 (SW) INV. OUT=5067.45 (N) FG=5070.76 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 12 LOT 11 LOT 6 30' - 30' - 53' ROW 9' UTILITY EASEMENT (TYP) 8.98' UTILITY EASEMENT (TYP) CONCRETE COLLAR RG2 INV. IN=5067.35 (S) FG=5067.35 138.10 LF 6" PERFORATED HDPE @ 0.20% 49.22 LF 6" HDPE @ 0.20% 30' UTILITY EASEMENT S52° 34' 45.32"E 253.23 LF 8" PVC 2 1 5.82 L F 8 " P V C R = 4 9 2 . 0 0 ' S77° 42' 44.01"E 154.90 LF 8" PVC S52° 34' 45.32"E 221.90 LF 8" PVC 3 36 . 4 5 L F 8 " PV C R = 7 6 7 . 0 0 ' S77° 44' 01.62"E 151.10 LF 8" PVC 6 2 .9 4 L F 8 " P V C R = 65 . 7 6' 48 . 95 L F 8 " PV C R = 197 . 88 ' N11° 22' 47.72"E 165.44 LF 8" PVC 9 7 . 30 L F 8 " P V C R =3 90 .6 4 ' N27° 40' 42.90"E 102.69 LF 8" PVC P.R.C. N:149001.32 E:204271.77 P.T. N:149050.01 E:204275.36 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 31 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 19 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 36 LOT 11 LOT 44 LOT 32 LOT 12 LOT 35 LOT 13 LOT 33 LOT 14 LOT 18 LOT 29 LOT 16 LOT 30 LOT 15 LOT 23 LOT 24 LOT 27 LOT 25 LOT 20 LOT 21 LOT 22 LOT 26 LOT 28 LOT 19 LOT 17 LOT 34 BLOCK 9 BLOCK 6 BLOCK 5 BLOCK 10 BLOCK 9 TRACT C ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT TRACT E ACCESS & DRAINAGE EASEMENT P.R.C. N:148978.33 E:204098.97 P.R.C. N:149118.61 E:203796.12 P.R.C. N:149253.45 E:203619.89 P.R.C. N:149335.15 E:203962.37 P.R.C. N:149245.17 E:204156.63 P.R.C. N:149197.61 E:204304.78 P.R.C. N:149303.06 E:204342.08 P.R.C. N:149394.00 E:204389.78 U5 UTILITY PLAN 20 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U2 MATCHLINE - SEE SHEET U4 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U1 U2 U3 U4 U5 U6 E E E E E E E E 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 A.V. AW W W W W W W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 8" 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 D SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S W W W W 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 S S W S W W W S S S W FH ASSEMBLY N:149156.32 E:202939.71 8"x6" M.J. TEE & 6" GV (N) N:149136.20 E:202941.35 8" TEE & 2-8" GV (E,N) N:149307.02 E:203428.77 BALTUSROL DR. BALTUSROL CT. CHERRYWOOD ACRES TRACT 6 LOT 18 LOT 17 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) JUANITA LANE APPROXIMATE LOCATION OF ELCO AIR VAC CONNECTION N:149119.80 E:202753.80 30' - 53' ROW 9' UTILITY EASEMENT (TYP) N00° 38' 49.07"E 180.36 LF 8" PVC N85° 00' 03.07"E 185.77 LF 8" PVC P.C. N:149136.71 E:202947.53 P.T. N:149149.16 E:202980.46 N85° 19' 11.37"E 6.19 LF 8" PVC 3 5 . 6 5 L F 8 " PV C R = 6 5 . 00 ' N53° 35' 05.48"E 133.56 LF 8" PVC 2 5 9 .3 2 L F 8 " P V C R =408 . 13 ' S89° 21' 10.93"E 98.64 LF 8" PVC S89° 21' 10.93"E 37.22 LF 8" PVC 165 . 59 L F 8 " P V C R = 2 5 8 . 0 0 ' LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 26 LOT 18 LOT 17 LOT 16 LOT 6 LOT 5 LOT 4 LOT 6 LOT 7 LOT 30 LOT 2 LOT 1 LOT 3 LOT 28 LOT 27 LOT 29 LOT 2 LOT 1 LOT 36 BLOCK 7 BLOCK 6 TRACT C BLOCK 9 ACCESS & DRAINAGE EASEMENT TRACT C ACCESS & DRAINAGE EASEMENT P.R.C. N:149306.53 E:203466.03 P.R.C. N:149308.01 E:203334.79 P.R.C. N:149228.37 E:203087.98 9' UTILITY EASEMENT (TYP) U4 UTILITY PLAN 19 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U4 U5 U6 U1 U2 U3 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 14"W 1976 (AC) 14"W 1976 (AC) 15" SS 15" SS 15" SS 15" SS 15" SS 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 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 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 W W S S S S S S S S S S S S S S S S S S S S S S S FH ASSEMBLY N:149708.60 E:205381.82 10"x8" TEE & 8" GV (S) N:150041.68 E:204786.46 KIAWAH DR. TURNBERRY ROAD E. DOUGLAS ROAD WINGED FOOT DR. 8" TEE & 8" GV (W) N:149659.00 E:205397.60 FH ASSEMBLY N:150021.88 E:204828.80 8"x6" SWIVEL TEE & 6" GV (SE) N:149708.41 E:205398.14 10"x6" SWIVEL TEE & 6" GV (S) N:150041.20 E:204828.80 MONITORING WELL RG1 INV. IN=5066.84 (NW) INV. OUT=5066.84 (S) FG=5070.04 CONCRETE COLLAR RG1 INV. IN=5066.72 (N) FG=5066.72 CLEANOUT RG1 INV. OUT=5067.21 (E) FG=5069.21 9' UTILITY EASEMENT (TYP) 30' - 53' ROW 9' UTILITY EASEMENT (TYP) 15' UTILITY EASEMENT 8"x6" SWIVEL TEE & 6" GV (SE) N:149892.83 E:204774.53 FH ASSEMBLY N:149895.78 E:204763.56 142.65 LF 6" HDPE @ 0.20% 10.98 LF 6" HDPE @ 0.20% 61.31 LF 6" HDPE @ 0.20% 29.96 LF 6" HDPE @ 0.20% 1 78 . 6 2 L F 8 " P V C R = 29 2 . 0 0 ' NHBZ NHBZ 1 0 1 . 5 1 L F 8" PV C R = 2 72. 6 9 ' N00° 38' 49.07"E 72.32 LF 8" PVC S67° 52' 32.07"E 165.58 LF 8" PVC S66° 48' 12.92"E 56.43 LF 8" PVC S63° 35' 15.46"E 145.62 LF 8" PVC 1 31 . 3 1 L F 8 " P V C R = 2 9 2 . 0 0 ' S89° 21' 10.93"E 102.44 LF 8" PVC 8" TEE & 2-8" GV (SE,SW) N:149870.07 E:204767.21 LOT 2 LOT 4 LOT 5 LOT 3 LOT 6 LOT 9 LOT 8 LOT 7 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 8 LOT 9 LOT 11 LOT 10 LOT 12 LOT 2 LOT 1 LOT 3 LOT 7 LOT 5 LOT 1 TRACT C ACCESS & DRAINAGE EASEMENT TRACT B ACCESS & DRAINAGE EASEMENT LOT 23 LOT 24 LOT 25 LOT 22 LOT 21 BLOCK 4 BLOCK 1 BLOCK 2 BLOCK 3 P.R.C. N:149969.30 E:204785.68 P.R.C. N:149690.55 E:205168.62 P.R.C. N:149660.09 E:205295.21 STORM LINE B (SEE SHEET ST1) RIP-RAP (TYP.) RIP-RAP (TYP.) UD B2 INV. OUT=5059.69 (E) FG=5072.93 STORM LINE D (SEE SHEET ST2) U3 UTILITY PLAN 18 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U6 MATCHLINE - SEE SHEET U2 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U4 U5 U6 U1 U2 U3 10" W 10" W 10" W 10"W 1976 (AC) 000 4" (AC) W W W W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 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" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S D 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 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 W W S 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 W S S 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 W FH ASSEMBLY N:149698.50 E:203894.05 FH ASSEMBLY N:149692.16 E:204468.39 8" TEE w/ TB & 2-8" GV (E,S) N:149689.50 E:203706.48 8" TEE & 2-8" GV (S,W) N:149680.18 E:204468.38 8"x6" SWIVEL TEE & 6" GV (S) N:149685.91 E:203894.04 8"x6" SWIVEL TEE & 6" GV (SE) N:149681.47 E:204420.93 WINGED FOOT DR. CARNOUSTIE DR. E. DOUGLAS ROAD ROYAL TROON AVE. MIDBLOCK CROSS PAN SIDEWALK CHASE MON ITORING WELL RG3 INV. IN=5079.07 (W) INV. OUT=5079.07 (N) FG=5081.41 CONCRETE COLLAR RG3 W/ FLAP GATE INV. IN=5079.00 (S) FG=5078.80 CLEANOUT RG3 INV. OUT=5079.53 (E) FG=5081.03 9' UTILITY EASEMENT (TYP) 9' UTILITY EASEMENT (TYP) 30' - 53' ROW 15' UTILITY EASEMENT EDGE OF WETLANDS EXISTING FIRE HYDRANT 2' CONCRETE PAN SUBDRAIN (PER LCUASS DETAIL) 34.02 LF 6" HDPE @ 0.20% S89° 21' 10.93"E 156.21 LF 8" PVC S89° 21' 10.93"E 551.30 LF 8" PVC S89° 21' 59.10"E 79.71 LF 8" PVC 1 75. 3 2 L F 8 " P V C R = 2 9 2.00 ' NHBZ NHBZ NHBZ . 00 ' N00° 38' 49.07"E 83.91 LF 8" PVC S00° 38' 27.77"W 87.63 LF 8" PVC 13 0 . 54 L F 8 " PV C R = 13 8 . 8 6 ' S52° 34' 45.32"E 253.23 LF 8" PVC 121 . 72 L F 8 " PV C R= 2 58 . 0 0' N00° 38' 49.07"E 170.47 LF 8" PVC TRACT E ACCESS & DRAINAGE EASEMENT TRACT A DRAINAGE EASEMENT LOT 3 LOT 12 LOT 6 LOT 2 LOT 4 LOT 5 LOT 6 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 18 LOT 19 LOT 20 LOT 21 LOT 3 LOT 4 LOT 2 LOT 1 LOT 5 LOT 1 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 19 LOT 18 LOT 2 LOT 3 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 BLOCK 5 BLOCK 10 BLOCK 9 BLOCK 1 P.R.C. N:149603.41 E:203705.56 P.R.C. N:149489.03 E:203761.26 P.R.C. N:149394.00 E:204389.78 P.R.C. N:149510.93 E:204419.28 P.R.C. N:149680.61 E:204490.40 STORM LINE D (SEE SHEET ST2) SIDEWALK CHASE U2 UTILITY PLAN 17 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U3 MATCHLINE - SEE SHEET U5 MATCHLINE - SEE SHEET U1 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U1 U4 U5 U6 U2 U3 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 M F E S F E S MM X X X X T ELE F.O. TELE F E S X X ST 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 AW 10"W 1976 (AC) 4" (AC) W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 8" 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 SD SD SD SD SD 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 S W FH ASSEMBLY N:149492.71 E:203441.66 8"x6" SWIVEL TEE & 6" GV (SE) N:149491.55 E:203429.40 8" TEE & 2-8" GV (E,S) N:149692.62 E:203433.52 10"x8" TEE & 8" GV (S) N:150055.37 E:203575.53 E. DOUGLAS ROAD BETHPAGE DR. WINGED FOOT DR. FH ASSEMBLY N:150039.92 E:203233.15 10"x6" SWIVEL TEE & 6" GV (SE) N:150059.23 E:203233.37 REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B 15' UTILITY EASEMENT S89° 21' 10.93"E 273.24 LF 8" PVC NHBZ N00° 38' 49.07"E 180.36 LF 8" PVC N00° 41' 06.92"E 205.22 LF 8" PVC 1 0 0 . 9 3 L F 8 " P V C R = 1 57. 0 0 ' N39° 52' 32.69"E 101.09 LF 8" PVC 1 1 8 . 48 L F 8 " P V C R = 17 3 . 00 ' N00° 38' 49.07"E 83.91 LF 8" PVC LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 7 LOT 4 LOT 3 LOT 9 LOT 2 LOT 6 LOT 5 BLOCK 9 BLOCK 8 BLOCK 1 TRACT C ACCESS & DRAINAGE EASEMENT EXISTING ELCO 4" AC WATER LINE EXISTING ELCO 10" AC WATER LINE 9' UTILITY EASEMENT (TYP) 9' UTILITY EASEMENT (TYP) 9' UTILITY EASEMENT (TYP) S89° 21' 10.93"E 273.24 LF 8" PVC P.R.C. N:149685.94 E:203433.09 P.R.C. N:149784.82 E:203469.60 P.R.C. N:149862.40 E:203534.41 P.R.C. N:149971.38 E:203573.43 30' - 53' ROW U1 UTILITY PLAN 16 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD MATCHLINE - SEE SHEET U2 MATCHLINE - SEE SHEET U4 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 City Engineer Date Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL U1 U4 U5 U6 U2 U3 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 W V WV WV WV WV WV X X X X X V .P. WV 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 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 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 GAS V.P. GAS 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 10" W W W OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST A.V. AW W W 10"W 1976 (AC) 000 10"W 1976 (AC) 4" (AC) 4" (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 1 4"W 1976 (AC) 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 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" 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 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 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" W SD SD SD SD SD SD SD W 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 W 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 S S S S S S W W W W W W W W W W W W W W W 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 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 W 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 W S S S S S S SSS 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 W W S S 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 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 W W S S S S S S S S S S S S S S S S S S S S S S S W W S S S W TURNBERRY ROAD BETHPAGE DR. WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. E. DOUGLAS ROAD CARNOUSTIE DR. BALTUSROL DR. WINGED FOOT 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 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT SIDEWALK CHASE STORMLINE E STORM LINE B (SEE SHEET ST1) STORM LINE A (SEE SHEET ST1) STORM LINE C (SEE SHEET ST1) SUBDRAIN A SUBDRAIN LINE A CONNECT TO EXISTING 8" WATERLINE PROPOSED 15" OFFSITE SANITARY SEWER SEE SHEET ### CONNECT TO EXISTING 10" WATERLINE CONNECT TO EXISTING 10" WATERLINE OUTLET STRUCTURE OUTLET STRUCTURE AREA INLET/OUTLET STRUCTURE UNDERDRAIN FOR RAIN GARDEN 3 CONNECT TO EXISTING ELCO AIR VALVE SUBDRAIN B PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT UNDERDRAIN FOR RAIN GARDEN 2 EXISTING 8" WATERLINE STORM LINE D (SEE SHEET ST2) UNDERDRAIN FOR RAIN GARDEN 1 CURB INLET CURB INLET PROPOSED FIRE HYDRANT PROPOSED 15" SANITARY SEWER 8" WATER 8" SANITARY SEWER 8" WATER 8" SANITARY SEWER 8" WATER 8" SANITARY SEWER JUANITA LN. BALTUSROL CT. CURB INLET 30' UTILITY EASEMENT SIDEWALK CHASE SIDEWALK CULVERT CURB INLET 8" WATER 8" SANITARY SEWER SUBDRAIN B 8" WATER 8" SANITARY SEWER 8" SANITARY SEWER 8" WATER 8" SANITARY SEWER 8" WATER 8" SANITARY SEWER SIDEWALK CHASE SIDEWALK CHASE RIP-RAP (TYP.) OU1 OVERALL UTILITY PLAN 15 NORTH ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 Sheet of 65 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 REVIEW 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 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 SUBDRAINE 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. W G T E EXISTING STORM SEWER ST PROPOSED ELECTRIC EXISTING TELEPHONE EXISTING GAS PROPOSED UNDERDRAIN EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED LOTLINE RIGHT OF WAY PROPERTY BOUNDARY S PROPOSED SEWER SERVICE W PROPOSED RESIDENTIAL WATER SERVICE PROPOSED SUBDRAIN UD SD EXISTING FIRE HYDRANT PROPOSED STORMLINE NATURAL HABITAT BUFFER ZONE (NHBZ) EASEMENT LINE LIMITS OF DEVELOPMENT LOD 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 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 IP1 6 INDIVIDUAL LOT PROTECTION 3. BY VOLUME PRIOR TO PLACEMENT. VOLUME WITH 35% OF APPROVED SOIL MIX UNIFORM ALLY 65% RIPRAP BY ABOVE DESIGN RIPRAP TOP GRADE. VOIDS AND ROCKS PROJECTING COMPACT AND LEVEL TO ELIMINATE ALL DESIGN THICKNESS AND GRADE. SECURELY INTERLOCKED ROCK AT THE PLACE STONE-SOIL MIX TO RESULT IN 2. ACTUAL LOCATION AND LIMITS. SLOPED AREAS. REFER TO THE SITE PLAN 1. SOIL RIPRAP DETAILS ARE APPLICABLE TO NOTES: 12" min 3" min ONE-INCH THICK WOOD STAKE DETAIL Use 2x4 material for stakes 4. CRIMP OR TACKIFY MULCH OR USE APPROVED HYDROMULCH AS CALLED FOR IN THE PLANS AND SPECIFICATIONS. SOIL RIPRAP. MIX SOIL AND RIPRAP COMPLETELY (SEE NOTES) SOIL RIPRAP. MIX SOIL AND RIPRAP COMPLETELY (SEE NOTES) 10" MIN. TOPSOIL LAYER AND SEED AND MULCH AS REQUIRED BY PLANS AND SPECIFICATIONS TOPSOIL LAYER AND SEED AND MULCH AS REQUIRED BY PLANS AND SPECIFICATIONS FINISHED GRAD DESIGN RIPRAP GRADE FINISHED GRAD DESIGN RIPRAP GRADE 2*D50 4" - 6" (TYP.) 2*D50 SLOPE VARIES (SEE PLANS) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS OR PLACE ON UNDISTURBED SUGRADE SLOPE VARIES (SEE PLANS) PREPARE COMPACTED SUBGRADE PER SPECIFICATIONS TYPICAL SECTION - OR PLACE ON UNDISTURBED SUGRADE SOIL RIPRAP WITH MUCLH TYPICAL SECTION - SOIL RIPRAP WITH EROSION CONTROL FABRIC STAKE BLANKET TO GROUND BETWEEN STONES EROSION CONTROL BLANAKET AS SPECIFIED OR CALLED FOR ON THE PLANS 4" - 6" (TYP.) 7 EROSION CONTROL BLANKET 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 E E E E E E E E E E E E E E WV WV WV WV WV WV X X X X X V.P. WV H Y D WV WV 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 MGAS X X F E S M F E S TELE X F E S M F E S X X X X X W S O X V.P. X VAULT CABLE BOX CABLE H2O V.GAS P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST ST A.V. AW 10"W 1976 (AC) 000 10"W 1976 (AC) 4" (AC) 4" (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 1 14"W 1976 (AC) 4"W 1976 (AC) 14"W 1976 (AC) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 15" SS 15" SS 15" SS 15" SS 15" SS 15" SS UD UD UD UD 2' CONCRETE PAN OUTFALL WINGED FOOT DR. KIAWAH DR. ROYAL TROON AVE. CARNOUSTIE DR. BALTUSROL DR. BETHPAGE DR. POND 2 RAIN GARDEN 2 BALTUSROL CT. SF SF SF SF SF SF SF W W W W W W W IP W IP OP SF SF SF SF SF SF SF SF SF SF SF W W LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD PROPOSED FES CONCRETE CULVERT FES POND 1 SITE OUTFALL OP SF SF SF SIDEWALK CHASE NATURAL HABITAT BUFFER ZONE PROPOSED FES POND 3 RAIN GARDEN 3 INLET (2) CWA IP IP IP OP SF SF SF W IP SF RS RS RS OUTFALL INLET INLET INLET E. DOUGLAS ROAD VTC VTC IP IP IP S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF RS RS RS RS VTC W RS RS RAIN GARDEN 1 RS SIDEWALK AND CONCRETE CHASE EXISTING 24" CMP TURNBERRY ROAD IP OP SF SF SF SF IP IP RS RS PROPOSED OUTFALL FES OP W W ECB ECB W W EC1 EROSION CONTROL PLAN 13 Sheet of 65 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 REVIEW 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 VEHICLE TRACKING PAD SF INLET PROTECTION 1. CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS (AS APPLICABLE). 2. TOTAL DISTURBED AREA = 2.69 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 12/12/18 FOR ADDITIONAL INFORMATION. 6. ALL DISTURBED AREAS SHOULD BE REVEGETATED PER THE APPROVED LANDSCAPING PLANS. 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. TABLE OF CONSTRUCTION SEQUENCE AND BMP EROSION CONTROL NOTES: APPLICATION CONSTRUCTION PHASE (DESCRIPTION) PHASE I (GRADING) PHASE II (INFRASTRUCTURE) PHASE III (VERTICAL CONSTRUCITON) PHASE IV (PERMANENT BMP'S) Grading (Include Offsite) Overlot Pipeline Installation Stormwater Concrete Installation Site Walls Building Structure Miscellaneous Hardscape Amenities BEST MANAGEMENT PRACTICES Temporary Inlet Protection (IP) Vehicle Tracking Control (VTC) Flow Barriers (Wattles, Rock Socks, etc.) (WD) Concrete Washout Area (CWA) Preventative Maintenance Activities/Meetings/etc. Silt Fence (SF) Permanent Mulching/Sealant Permanent Seed Planting Sewer Service Water Service Curb and Gutter CONCRETE WASHOUT AREA OUTFALL PROTECTION INDIVIDUAL LOT PROTECTION LIMITS OF DISTURBANCE LOD ( IN FEET ) 1 inch = ft. 120 0 120 Feet 120 240 360 SF W VTC IP RS ECB CWA OP ILP 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 THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. 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) 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 WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30-T8N-R68W AS BEARING SOUTH 89°21'11" WEST. MGAS X X X X X E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE ST ST ST ST ST 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) TURNBERRY ROAD SIDEWALK CULVERT EXISTING AREA INLET INV. IN= 5059.67 (E) INV. OUT= 5055.45 (W) 2' CONCRETE PAN SWALE SIDEWALK AND CONCRETE CHASE LOT 5 LOT 1 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) POND 2 POND 1 EXISTING PUMP HOUSE FES ULTIMATE OUTFALL FES OUTFALL EXISTING PUMP HOUSE LIMITS OF DEVELOPMENT EXISTING WELL ROAD 59.79 61.54 63.74 64.56 65.84 68.33 68.21 67.52 72' ROW 50' - EOP 30' UTILITY EASEMENT 15' UTILITY EASEMENT 69.25 69.13 68.44 63.33 67.03 72.03 69.21 64.24 69.72 64.72 70.37 65.37 70.71 65.71 70.18 66.01 70.65 66.65 76.03 72.63 66.70 64.60 59.95 64.60 60.54 64.60 61.23 64.60 61.74 64.60 60.66 68.24 68.56 60.23 POND 2 POND 1 14.4% 13.8% 7.4% 6.1% 19.1% 23.1% 23.2% 4.9% 5.5% 9.2% 5.3% 25.5% G6 GRADING PLAN 12 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G5 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G3 G4 G5 G6 G1 G2 SWALE BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) LOT 12 LOT 11 LOT 6 MIDBLOCK CROSS PAN LIMITS OF DEVELOPMENT 89.58 91.65 75.48 81.22 80.84 82.81 81.57 81.07 80.02 79.48 79.23 78.98 78.74 78.49 78.05 77.52 77.05 76.65 77.28 79.89 80.34 78.73 74.00 78.28 73.50 74.16 77.88 77.33 74.66 76.83 74.66 75.66 76.43 76.03 75.73 74.87 75.56 72.78 75.16 75.28 75.15 72.69 72.69 74.51 75.48 75.01 75.51 75.71 75.90 75.84 76.21 76.98 77.00 77.53 78.53 77.83 78.83 79.85 79.55 81.06 80.76 82.01 82.31 83.56 83.26 84.51 84.81 86.07 85.77 87.03 87.68 88.60 89.11 90.37 87.33 85.71 75.23 70.76 67.35 69.81 LOT 31 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 25 LOT 20 LOT 21 LOT 22 LOT 26 LOT 28 LOT 19 LOT 17 LOT 34 LOT 5 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 18 LOT 16 LOT 13 LOT 14 LOT 17 LOT 15 LOT 36 TRACT D ACCESS, DRAINAGE & UTILITY EASEMENT LOT 32 LOT 12 LOT 35 LOT 13 LOT 33 LOT 14 LOT 18 LOT 29 LOT 16 LOT 30 LOT 15 LOT 23 LOT 24 LOT 27 FG=87.95 TF=88.62 FG=86.34 TF=87.01 A FG=86.33 TF=87.00 A FG=93.27 TF=93.94 B FG=93.62 TF=94.29 B FG=92.67 TF=93.34 B FG=91.32 TF=91.99 B FG=90.18 TF=90.85 B FG=89.07 TF=89.74 B FG=87.60 TF=88.27 B FG=85.82 TF=86.49 B FG=84.68 TF=85.35 B FG=82.74 TF=83.41 B FG=82.36 TF=83.03 A/B FG=80.35 TF=81.02 A FG=79.21 TF=79.88 A FG=81.09 TF=81.76 FG=82.26 B TF=82.93 B FG=82.26 TF=82.93 X FG=81.98 TF=82.65 A FG=83.09 TF=83.76 A FG=83.75 TF=84.42 A FG=84.33 TF=85.00 A FG=85.09 TF=85.76 A FG=82.78 TF=83.45 FG=82.12 TF=82.79 A FG=81.76 TF=82.43 A FG=81.38 TF=82.05 A FG=80.94 TF=81.61 A FG=80.41 TF=81.08 A FG=79.94 TF=80.61 A FG=80.05 TF=80.72 B FG=78.11 TF=78.78 A FG=94.52 TF=95.19 B FG=91.82 TF=92.49 B FG=90.05 TF=90.72 B FG=88.78 TF=89.45 B FG=87.52 TF=88.19 B FG=86.26 TF=86.93 B FG=85.01 TF=85.68 B FG=83.76 TF=84.43 B FG=82.51 TF=83.18 B FG=81.30 TF=81.97 B FG=80.28 TF=80.95 B FG=79.28 TF=79.95 B FG=78.60 TF=79.27 B FG=78.03 TF=78.70 B FG=77.79 TF=78.46 B FG=77.43 TF=78.10 B FG=77.11 TF=77.78 B FG=80.63 TF=81.30 G FG=79.85 TF=80.52 G FG=79.40 TF=80.07 G FG=78.88 TF=79.55 G FG=78.46 TF=79.13 G FG=78.28 TF=78.95 X FG=77.88 TF=78.55 B FG=77.48 TF=78.15 B 53' ROW 30' -  53' ROW 30' - 53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 91.35 90.83 89.53 88.28 87.01 85.76 84.51 83.23 82.01 81.91 79.78 79.78 78.09 77.12 76.77 76.41 76.04 76.06 76.60 76.98 77.38 75.46 75.47 74.96 74.54 75.04 76.48 80.12 79.35 78.90 78.37 77.95 77.33 69.81 71.31 74.93 74.89 69.84 72.07 75.78 77.17 78.42 92.17 91.01 91.10 89.87 88.64 88.14 86.91 84.23 82.76 81.29 79.84 78.57 93.11 92.16 90.81 90.19 89.68 88.56 87.08 85.31 84.16 82.24 81.86 77.14 76.10 75.71 75.33 75.60 78.30 79.34 80.77 80.77 80.60 81.07 81.00 82.53 82.92 83.98 84.06 84.59 85.25 86.35 86.51 87.37 88.37 89.66 81.00 81.33 80.46 80.00 80.00 79.17 78.54 77.50 78.86 78.13 77.81 81.18 81.48 80.71 80.87 81.51 81.83 84.22 83.48 82.98 82.36 81.19 80.23 82.74 82.85 83.29 83.61 83.79 84.26 84.54 82.01 80.59 79.54 77.82 79.41 79.72 79.85 80.15 80.35 80.65 80.73 81.03 81.11 81.42 78.07 77.29 77.69 78.14 78.64 79.02 79.40 79.81 80.63 81.21 80.81 80.42 80.05 79.54 79.09 87.59 87.59 86.24 85.76 85.92 85.92 85.54 85.07 85.61 85.45 2.5% 2.5% 9.7% 2.5% 2.5% 9.8% 2.5% 2.0% 7.6% 2.0% 2.5% 5.6% 2.0% 2.0% 4.2% 2.0% 2.0% 2.8% 2.0% 2.0% 2.0% 3.0% 2.0% 5.0% 2.0% 5.0% 2.0% 3.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 3.3% 3.1% 2.0% 2.0% 4.0% 3.7% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 3.0% 2.0% 3.6% 1.9% 2.1% 2.1% 5.0% 4.9% 7.3% 2.0% 4.4% 4.0% 3.6% 5.0% 5.3% 4.5% 4.9% 4.4% 4.0% 4.0% 3.3% 2.1% 2.0% 2.0% 2.0% 4.3% 5.3% 7.4% 2.1% 3.2% 4.5% 5.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 4.2% 2.0% 3.0% 2.3% 3.0% 3.5% 3.2% 3.3% 5.3% 5.3% 4.0% 2.0% 2.0% 2.0% 2.0% 5.6% 6.1% 2.2% 2.0% 5.5% 6.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 81.92 81.56 81.18 79.74 80.13 80.62 82.89 83.55 84.13 84.89 86.13 86.14 87.75 87.87 80.15 79.01 77.91 70.82 70.81 69.81 69.81 70.81 69.81 69.81 70.81 70.66 70.68 70.81 69.81 70.81 70.81 67.20 71.33 67.33 67.03 72.03 9.1% 4.6% 25.0% 25.0% G5 GRADING PLAN 11 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G6 MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. Call before you dig. R BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G4 G5 G6 G1 G2 G3 E E E E E E E E E E E E E 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 A.V. AW BALTUSROL DR. BALTUSROL CT. FLAT BOTTOM SWALE CHERRYWOOD ACRES TRACT 6 LOT 18 LOT 17 BLOCK 3 SERRAMONTE HIGHLANDS (LARIMER COUNTY) JUANITA LANE "STOP" SIGN EXISTING WELL HEAD LIMITS OF DEVELOPMENT (29.04) 5' SIDEWALK EXISTING WELL ROAD 5' SIDEWALK 2.28 4.93 6.37 7.63 8.58 10.52 12.77 13.49 14.35 15.20 15.20 12.13 11.05 9.47 7.52 5.91 4.43 3.36 12.94 18.44 16.78 15.13 13.13 11.82 13.30 11.48 10.82 10.16 10.51 8.60 6.68 5.12 3.69 2.08 0.43 98.73 97.59 98.48 99.38 1.56 2.73 3.42 4.59 6.39 8.30 96.53 95.40 94.21 92.77 90.08 89.58 91.65 93.67 95.69 96.83 91.74 87.68 LOT 5 LOT 4 LOT 6 LOT 7 LOT 30 LOT 2 LOT 1 LOT 3 LOT 28 LOT 27 LOT 29 LOT 25 LOT 24 LOT 23 LOT 22 LOT 21 LOT 20 LOT 19 LOT 26 LOT 18 LOT 17 LOT 16 LOT 1 LOT 36 FG=97.31 TF=97.98 B FG=93.27 TF=93.94 B FG=97.31 TF=97.98 B FG=5.56 TF=6.23 A FG=6.33 TF=7.00 A FG=7.93 TF=8.60 A FG=9.53 TF=10.20 A FG=11.43 TF=12.10 A FG=13.34 TF=14.01 A FG=14.59 TF=15.26 A FG=17.42 TF=18.09 X FG=15.78 TF=16.45 B FG=13.87 TF=14.54 B FG=11.94 TF=12.61 B FG=10.05 TF=10.72 B FG=8.14 TF=8.81 B FG=6.63 TF=7.30 B FG=5.17 TF=5.84 B FG=4.48 TF=5.15 B FG=3.31 TF=3.98 B FG=1.13 TF=1.80 B FG=98.28 TF=98.95 B FG=97.40 TF=98.07 B FG=96.96 TF=97.63 B FG=94.52 TF=95.19 B 53' ROW 30'  -  9' UTILITY EASEMEN 5' DRAINAGE EASEMENT (TYP) 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 8' UTILITY EASEMENT 6' UTILITY EAS 5' DRAINAGE EASEMENT (TYP) 3.97 4.61 5.08 4.76 5.41 6.04 6.35 7.13 7.63 7.32 7.52 8.30 9.24 9.00 9.87 11.19 10.88 11.69 12.82 12.45 13.28 14.00 13.63 16.30 16.67 16.47 16.22 12.74 11.42 9.55 7.60 5.66 6.13 4.52 3.98 2.81 0.62 99.72 97.78 96.64 96.07 94.01 91.35 86.91 90.37 94.85 0.21 10.44 26.00 24.64 20.11 15.97 12.24 9.51 1.65 1.75 96.80 93.01 92.17 93.11 94.63 2.1% 2.0% 5.0% 3.1% 5.0% 2.0% 2.0% 2.0% 2.0% 4.5% 2.0% 2.0% 4.0% 5.0% 2.0% 4.0% 2.0% 2.0% 1.9% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 1.3% 3.5% 5.0% 5.0% 4.5% 2.0% 5.2% 2.0% 4.8% 2.0% 4.0% 2.0% 2.9% 2.0% 4.1% 2.0% 4.0% 2.0% 2.4% 2.4% 8.1% 4.6% 1.6% 2.0% 14.39 13.14 11.23 9.33 6.33 5.36 17.21 14.70 20.26 15.87 12.38 9.53 5.61 6.19 8.38 9.98 9.90 10.08 9.84 8.17 8.12 6.55 6.47 6.29 6.55 8.17 4.3% 4.3% 4.4% 4.3% 11.0% 6.0% 5.8% 10.5% 3.7% 21.5% 33.2% 12.4% 21.1% 15.6% 3.5% 13.3% G4 GRADING PLAN 10 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G5 MATCHLINE - SEE SHEET 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G4 G5 G6 G1 G2 G3 W W W W W W W W 14"W 1976 (AC) 14"W 1976 (AC) U D UD UD KIAWAH DR. TURNBERRY ROAD E. DOUGLAS ROAD WINGED FOOT DR. SWALE 10' CROSSPAN RAIN GARDEN 1 NHBZ LANDSCAPING WALLS SWALE CURB INLET OUTFALL "STOP" SIGN "STOP" SIGN INLET (2) NHBZ FES 2' CONCRETE PAN FES ULTIMATE OUTFALL 88.81 88.45 81.20 80.68 80.62 81.41 83.79 86.41 88.37 88.79 88.79 88.36 87.99 88.64 85.81 81.01 79.73 77.99 76.29 75.22 74.40 73.86 73.35 72.85 72.29 72.59 71.86 72.08 72.74 73.15 73.65 74.39 74.16 72.14 72.28 72.45 72.78 73.21 74.39 74.20 74.91 74.70 75.52 76.59 75.80 76.93 77.82 78.09 79.08 79.24 80.36 81.53 80.39 80.34 80.31 82.70 81.53 82.71 83.81 83.68 81.40 81.30 81.30 81.30 81.23 80.09 78.89 77.76 76.60 75.47 74.59 73.91 72.89 70.90 83.81 85.87 79.67 79.33 79.00 79.00 73.27 69.21 70.04 66.72 74.44 75.17 77.58 79.52 80.14 80.69 59.79 65.19 64.99 LOT 5 LOT 23 LOT 24 LOT 25 LOT 22 LOT 2 LOT 4 LOT 5 LOT 3 LOT 6 LOT 9 LOT 8 LOT 7 LOT 10 LOT 11 LOT 1 LOT 2 LOT 3 LOT 4 LOT 6 LOT 8 LOT 9 LOT 11 LOT 10 LOT 12 LOT 2 LOT 1 LOT 3 LOT 7 LOT 5 LOT 1 FG=90.01 TF=90.68 FG=90.68 TF=91.35 B FG=90.22 TF=90.89 B FG=88.26 TF=88.93 B FG=85.65 TF=86.32 B FG=90.04 TF=90.71 W FG=90.04 TF=90.71 W FG=89.49 TF=90.16 W FG=87.11 TF=87.78 FG=90.14 B TF=90.81 B FG=84.41 TF=85.08 B FG=82.76 TF=83.43 B FG=81.49 TF=82.16 B FG=79.74 TF=80.41 B FG=78.04 TF=78.71 B FG=76.97 TF=77.64 B FG=76.15 TF=76.82 B FG=75.61 TF=76.28 B FG=75.10 TF=75.77 B FG=74.60 TF=75.27 B FG=74.66 TF=75.33 B FG=75.66 TF=76.33 B FG=76.36 TF=77.03 B FG=77.25 TF=77.92 B FG=78.38 TF=79.05 B FG=79.54 TF=80.21 B FG=79.57 TF=80.24 B FG=81.84 TF=82.51 B FG=82.98 TF=83.65 B FG=84.16 TF=84.83 B FG=83.31 TF=83.98 B 53' ROW 30'  -  53' ROW 30'  -  72' ROW 50'  - EOP 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 6' UTILITY EASEMENT 8' UTILITY EASEMENT 8' UTILITY EASEMENT 6' UTILITY EASEMENT 82.66 5' DRAINAGE EASEMENT (TYP) 15' UTILITY EASEMENT 83.63 82.48 81.34 79.07 79.03 77.88 76.75 75.86 75.15 74.15 73.40 80.00 89.19 89.53 80.00 80.33 89.53 88.98 80.69 85.80 85.03 83.90 82.25 80.98 79.24 77.54 76.46 75.64 75.11 74.60 74.10 73.54 84.79 87.37 89.32 89.76 79.66 80.39 83.98 66.23 2.0% 2.0% 2.0% 2.0% 3.0% 3.1% 5.3% 6.9% 5.0% 4.0% 82.62 80.70 81.65 83.08 86.24 3.8% 2.0% 2.0% 0.3% 2.0% 2.1% 2.1% 2.0% 2.0% 2.0% 4.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 0.4% 2.0% 2.0% 2.0% 5.6% 5.0% 4.0% 4.0% 3.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 0.1% 2.5% 18.5% 2.5% 3.0% 20.4% 2.5% 3.0% 21.2% 2.5% 3.0% 20.4% 2.5% 67.03 72.03 66.92 71.92 66.64 71.64 66.53 71.53 66.19 71.19 65.60 70.60 65.25 70.25 64.95 69.95 64.60 60.66 59.44 65.30 68.24 70.21 69.21 69.21 69.21 70.21 70.21 69.21 70.21 70.21 69.21 POND 2 10.3% 13.6% 7.9% 5.0% 11.0% 15.5% 8.9% 3.9% 10.0% 25.5% G3 GRADING PLAN 9 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G6 MATCHLINE - SEE SHEET 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G3 G4 G5 G6 G1 G2 4" (AC) W W W W W UD UD UD UD UD UD WINGED FOOT DR. CARNOUSTIE DR. E. DOUGLAS ROAD ROYAL TROON AVE. RAIN GARDEN 3 SIDEWALK AND CONCRETE CHASE MIDBLOCK CROSS PAN POND 3 (WETLANDS) PERMANENT WATER SURFACE ELEVATION = 5079 (79.80) (79.19) (78.73) (78.84) (78.74) (78.64) (78.34) (79.14) (78.20) SWALE 2' CONCRETE PAN EDGE OF WETLANDS EXISTING PUMP HOUSE LANDSCAPING WALLS CURB INLET CURB INLET 2' CONCRETE PAN SIDEWALK CHASE NHBZ NHBZ NHBZ NHBZ WETLANDS 50' BUFFER ZONE 86.61 86.57 85.78 84.99 85.76 84.91 84.06 83.21 83.41 84.20 82.62 82.66 82.64 82.63 81.93 82.96 83.40 83.76 84.12 82.66 83.10 83.46 83.82 84.18 84.54 84.90 85.26 85.62 85.98 86.50 87.34 87.34 87.34 87.32 88.15 88.45 88.25 83.81 87.53 85.80 87.64 87.24 86.84 86.68 86.87 86.34 86.28 85.92 85.94 85.56 85.54 85.20 85.14 84.74 84.84 84.48 84.34 83.94 83.54 83.16 82.82 82.96 83.87 86.04 84.15 80.63 78.63 82.21 80.65 76.89 79.50 75.48 83.67 82.01 81.60 81.22 80.84 82.81 84.05 85.17 84.96 85.28 81.57 81.07 78.73 FG=85.46 TF=86.13 A LOT 7 LOT 3 LOT 12 LOT 6 LOT 2 LOT 4 LOT 5 LOT 6 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 18 LOT 19 LOT 20 LOT 21 LOT 3 LOT 4 LOT 2 LOT 1 LOT 5 LOT 1 LOT 4 LOT 5 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 19 LOT 18 LOT 2 LOT 3 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 FG=86.55 TF=87.22 A FG=85.64 TF=86.31 A FG=86.00 TF=86.67 A FG=86.13 TF=86.80 A FG=86.44 TF=87.11 A FG=86.92 TF=87.59 A FG=86.86 TF=87.53 A/B FG=86.99 TF=87.66 B FG=87.39 TF=88.06 B FG=87.79 TF=88.46 B FG=87.79 TF=88.46 X FG=88.32 TF=88.99 B FG=87.53 TF=88.20 B FG=86.74 TF=87.41 B FG=85.95 TF=86.62 B FG=85.16 TF=85.83 X FG=84.41 TF=85.08 X FG=84.85 TF=85.52 B FG=85.21 TF=85.88 B FG=85.57 TF=86.24 B FG=85.93 TF=86.60 B FG=86.29 TF=86.96 B FG=86.65 TF=87.32 B FG=87.01 TF=87.68 B FG=87.37 TF=88.04 B FG=87.73 TF=88.40 B FG=87.73 TF=88.40 B FG=89.08 TF=89.75 B FG=89.09 TF=89.76 B FG=89.62 TF=90.29 B FG=90.01 TF=90.68 B FG=87.46 TF=88.13 A FG=88.03 TF=88.70 A FG=88.18 TF=88.85 A FG=88.07 TF=88.74 A FG=87.95 TF=88.62 A FG=86.34 TF=87.01 A FG=82.78 TF=83.45 A FG=82.12 TF=82.79 A FG=89.64 TF=90.31 G FG=83.84 TF=84.51 G FG=83.33 TF=84.00 G FG=81.77 TF=82.44 G FG=80.63 TF=81.30 G 53' ROW 30'  - 53' ROW 30'  -  9' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 6' UTILITY EASEMENT 15' UTILITY EASEMENT 76.48 77.89 79.65 81.92 83.35 82.83 81.27 80.12 80.00 89.19 89.76 89.11 88.59 88.56 88.58 88.10 87.23 86.87 86.51 86.14 85.78 85.41 85.06 84.70 84.35 83.91 83.85 83.80 84.66 85.45 86.24 87.02 87.82 82.03 81.01 (78.31) (78.38) (78.50) (78.58) (78.51) (79.09) (79.17) (79.05) (78.77) (79.09) 89.66 81.03 81.11 81.42 81.52 81.84 82.34 80.63 81.21 80.81 82.05 85.80 85.62 85.24 84.84 86.94 86.54 86.14 86.09 85.88 85.71 85.71 87.29 86.89 86.49 86.09 85.20 86.14 85.74 85.34 85.29 84.91 84.57 84.71 85.34 85.03 84.89 84.96 85.22 85.30 85.60 85.60 85.65 85.73 86.05 86.21 86.45 86.45 85.87 85.63 85.09 84.57 85.68 85.16 85.29 85.71 85.66 86.75 86.76 87.01 87.17 87.67 87.51 87.39 87.38 87.59 87.59 86.24 85.45 87.25 87.04 87.11 86.70 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.5% 2.7% 2.8% 2.9% 3.1% 2.6% 2.7% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 3.0% 3.7% 2.8% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.1% 2.0% 2.0% 2.0% 2.0% 2.0% 2.6% 2.0% 2.0% 2.0% 2.9% 2.0% 2.0% 4.0% 86.24 87.29 3.0% 20.4% 2.5% 3.2% 3.2% 3.2% 2.5% 7.1% 2.5% 2.5% 7.5% 2.5% 2.5% 8.1% 2.5% 2.5% 2.0% 2.0% 2.0% 2.0% 2.0% 4.6% 4.9% 3.0% 2.0% 4.0% 2.5% 2.5% 2.5% 2.5% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.5% 2.9% 2.5% 2.2% 4.4% 2.0% 2.0% 2.0% 2.0% 86.66 86.72 86.24 85.93 85.80 85.44 85.26 86.35 82.58 81.92 87.75 87.87 87.98 87.83 87.26 67.03 72.03 82.03 82.00 81.03 81.03 81.03 82.03 82.03 81.03 82.03 81.03 81.03 82.03 82.03 81.03 82.03 78.05 79.50 82.03 81.00 79.00 78.42 78.40 POND 3 83.17 82.90 15.4% 8.9% 4.8% 4.2% 5.3% 3.6% G2 GRADING PLAN 8 NORTH ( IN FEET ) 0 1 INCH = 40 FEET 40 40 80 120 Sheet of 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G3 MATCHLINE - SEE SHEET G4 MATCHLINE - SEE SHEET 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G2 G3 G4 G5 G6 G1 E E E E E E WV WV 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 M F E S F E S MM X X X X T ELE F.O. TELE F E S X X ST AW 10"W 1976 (AC) 4" (AC) W E. DOUGLAS ROAD BETHPAGE DR. WINGED FOOT DR. 10' CROSSPAN REPLAT CHERRYWOOD ACRES TRACT 1A REPLAT CHERRYWOOD ACRES TRACT 1B "STOP" SIGN "STOP" SIGN LIMITS OF DEVELOPMENT EXISTING PUMP EXISTING WELL ROAD EXISTING WELL ROAD ABANDONED WELL 4.93 6.37 91.74 91.36 91.17 89.67 88.17 87.51 88.67 86.90 88.48 86.61 86.57 87.47 88.27 91.28 91.84 89.16 89.75 92.40 92.97 90.52 91.33 93.53 LOT 3 LOT 4 LOT 1 LOT 2 LOT 1 LOT 2 LOT 4 LOT 3 LOT 2 LOT 6 LOT 5 FG=89.36 TF=90.03 X FG=88.32 TF=88.99 B FG=91.70 TF=92.37 A FG=92.00 TF=92.67 A FG=92.70 TF=93.37 A FG=93.50 TF=94.17 A FG=93.04 TF=93.71 B FG=93.94 TF=94.61 B FG=95.55 TF=96.22 B FG=97.31 TF=97.98 B FG=92.13 TF=92.80 B 53' ROW 30'  -  53' ROW 30'  -  9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT 6' UTILITY EASEMENT 6' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 5' DRAINAGE EASEMENT (TYP) 9' UTILITY EASEMENT 5' DRAINAGE EASEMENT (TYP) 6' UTILITY EASEMENT 15' UTILITY EASEMENT 4.61 90.45 91.19 90.91 90.61 91.39 91.46 91.94 92.23 92.70 93.04 92.73 91.15 91.93 87.82 15.97 12.24 9.51 6.21 5.35 96.80 95.04 93.78 92.88 91.98 86.75 86.76 87.01 87.17 87.67 87.51 87.39 86.70 90.11 91.03 91.93 92.83 93.73 94.63 2.0% 2.0% 2.0% 2.0% 2.0% 2.0% 2.5% 2.0% 2.1% 3.1% 3.1% 2.0% 7.2% 7.7% 6.6% 6.2% 4.6% 8.1% 2.8% 2.0% 2.0% 2.0% 2.0% 2.0% 4.6% 87.98 87.83 87.26 12.38 9.53 5.61 6.19 93.30 92.50 91.80 91.33 6.7% 3.7% G1 GRADING PLAN 7 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 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) MATCHLINE - SEE SHEET G2 MATCHLINE - SEE SHEET G4 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL G1 G2 G3 G4 G5 G6 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 WV WWVV WV WV WV X X X X X V .P. WV H Y D WV WV X X X X X X X X X X X X X X X X X X G W X X 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 MGAS VAULT CABLE T T V.P. GAS V.P. M B F P X X F E S M F E S TELE 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 GAS V.P. GAS OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE B B B B B B B B ST A.V. AW 10"W 1976 (AC) 000 10"W 1976 (AC) 4" (AC) 4" (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 1 4"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) 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. POND 1 POND 2 POND 3 WETLANDS PERMANENT WSEL = 5079 RAIN GARDEN 3 JUANITA LANE RAIN GARDEN 2 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 RAIN GARDEN 1 SIDEWALK CHASE NHBZ OUTLET STRUCTURE FES OUTLET STRUCTURE SIDEWALK AND CONCRETE CHASE SIDEWALK CHASE FES EXISTING 24" CMP LIMITS OF DEVELOPMENT SWALE SWALE FLAT BOTTOM SWALE FLAT BOTTOM SWALE 2' CONCRETE PAN SWALE FES FES OUTLET STRUCTURE 2' CONCRETE PAN NHBZ LANDSCAPING WALL LANDSCAPING WALL EDGE OF WETLANDS INLET INLET NHBZ SIDEWALK CHASE SWALE INLET (2) SWALE INLET R350' OIL BUFFER R150' OIL BUFFER R350' OIL BUFFER R350' OIL BUFFER 5' SIDEWALK SIDEWALK AND CONCRETE CHASE OG1 OVERALL GRADING PLAN 6 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 65 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 REVIEW 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: ST 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2. REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3. ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS UNLESS OTHERWISE NOTED. 4. THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. 5. CROSSPANS ALONG PUBLIC STREETS AT THE INTERSECTION OF PRIVATE DRIVES SHALL HAVE CONCRETE EXTENDED TO THE RIGHT-OF-WAY LINE. 6. ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM; NAVD 88 (UNADJUSTED). SEE COVER SHEET FOR BENCHMARK REFERENCES. 7. 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. 36.25 (36.25) 2.0% NOTES: PROPOSED SLOPES EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION PROPOSED EASEMENT EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED CURB AND GUTTER PROPOSED SWALE EXISTING CONTOUR PROPOSED CONTOUR PROPOSED STORM INLET PROPOSED STORM SEWER EXISTING STORM SEWER LIMITS OF DEVELOPMENT LOD PROPOSED RIGHT OF WAY NATURAL HABITAT BUFFER ZONE (NHBZ) BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN APPROVAL X X X X X X X X X 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 MGAS F E S 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 X V.P. VAULT CABLE BOX CABLE H2O X V.GAS P. GAS 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 OHE ST ST ST ST ST ST ST ST 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 14"W 1976 (AC) 14"W 1976 (AC) 14"W 1976 (AC) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 "STOP" SIGN "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 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL Sheet of 65 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 REVIEW 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. PROJECT NUMBER: 103-005 DATE: JULY 11, 2006 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 EX1 EX2 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 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 MM 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 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) 000 10"W 1976 (AC) 4" (AC) 4" (AC) W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / EXISTING UNDERGROUND ELECTRIC LINE TO REMAIN UNDERGROUND WATER 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 ADJUSTED TO FINAL GRADE 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 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 BOXELDER SANITATION DISTRICT UTILITY PLAN APPROVAL Sheet of 65 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 REVIEW 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. PROJECT NUMBER: 103-005 DATE: JULY 11, 2006 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 EX1 EX2 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 timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11. No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12. The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13. The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15. The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16. The Local Entity shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the 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 12/12/18 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 THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. 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) 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 12/12/18 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. E. Waterline Note 1. 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. 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. Project No. 103-005 Date: July 11, 2006 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 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 OG1 OVERALL GRADING PLAN G1-G6 GRADING PLAN OU1 OVERALL UTILITY PLAN U1-U6 UTILITY PLAN OS-1-OS-3 OFFSITE SANITARY SEWER SAN-1-SAN-7 SANITARY SEWER PLAN AND PROFILE SD1-SD2 SUBDRAIN PLAN AND PROFILE ST1 STORM LINE A, B, & C PLAN AND PROFILE ST2 STORM LINE D PLAN AND PROFILE R1 BETHPAGE DR. PLAN AND PROFILE R2-R3 WINGED FOOT DR. PLAN AND PROFILE R4 KIAWAH DR. PLAN AND PROFILE R5 CARNOUSTIE DR. PLAN AND PROFILE R6 BALTUSROL DR./BALTUSROL CT. PLAN AND PROFILE R7 BALTUSROL DR. PLAN AND PROFILE R8 ROYAL TROON AVE. 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 INT-1-INT-3 INTERSECTION DETAILS DR1 DRAINAGE EXHIBIT D1-D6 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 THE SOUTHWEST CORNER OF A BRIDGE OVER LARIMER CANAL DITCH. 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) 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 WEST LINE OF THE NORTHEAST QUARTER OF SECTION 30-T8N-R68W AS BEARING SOUTH 89°21'11" WEST.