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Home My WebLink AboutGATEWAY AT PROSPECT - BDR200010 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSPROSPECT ROADINTERSTATE - 25HWY 14 / E. MULBERRY ST AUGUST 2022 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: VICINITY MAP NORTH PROJECT DATUM: NAVD88 PROJECT BENCHMARKS: BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE. ELEVATION: 4904.41 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 16 AS BEARING SOUTH 88°21'25" WEST (ASSUMED BEARING). ORIGINAL FIELD SURVEY BY: PROJECT BENCHMARKS: 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. before you dig.Call R TRACTS OF LAND LOCATED IN SECTION 16, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO OWNER/APPLICANT PROJECT TEAM: SITE ENGINEER Northern Engineering Services, Inc. Stephanie Thomas, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SURVEYOR CONTACT INFORMATION PROJECT TEAM: SHEET INDEX E N G I N E E R N GI EHTRON R N PUBLIC IMPROVEMENT PLANS FOR APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: UTILITY CONTACT LIST: * UTILITY COMPANY * This list is provided as a courtesy reference only. Northern Engineering Services assumes no responsibility for the accuracy or completeness of this list. In no way shall this list relinquish the Contractor's responsibility for locating all utilities prior to commencing any construction activity. Please contact the Utility Notification Center of Colorado (UNCC) at 811 for additional information. PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724 CABLE-------------Comcast----------------------------------Don Kapperman (970) 567-0425 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER------------East Larimer County Water District-Randy Siddens (970) 493-2044 WASTEWATER--Boxelder Sanitation District-----------Brian Zick (970) 498-0604 STORMWATER-City of Fort Collins Utilities-----------Dan Mogen (970) 305-5989 LANDSCAPE ARCHITECT GEOTECHNICAL ENGINEER GATEWAY AT PROSPECT Aaron Olson 444 Mountain Avenue Berthoud, CO 80513 (970)-532-5891 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R N GI EHTRON R N Earth Engineering Consultants 4396 Greenfield Drive Windsor, CO 80550 (970)545-3908 Project #: 1152086 Earth Engineering Consultants, Inc. Preliminary Subsurface Exploration Program Report Interstate Land Parcel Prospect Road and I-25 Fort Collins, Colorado EEC Project No. 1002156 Date: August 28, 2000 SUBSURFACE EXPLORATION BY: Fort Collins / I-25 Interchange, LLC Tim Mckenna 2 North Cascade Avenue Suite 1490 Colorado Springs, CO 80903 (719)-540-5800 TRAFFIC ENGINEER Delich Associates 2272 Glen Haven Drive Loveland, CO 80538-4903 (970) 669-2061 Project #: 1501 COVER SHEETS 01 CS1 COVER SHEET 02-03 CS2-CS3 GENERAL & CONSTRUCTION NOTES 04 TS01 FRONTAGE ROAD TYPICAL SECTIONS 05-06 EX1-EX2 EXISTING CONDITIONS & DEMOLITION PLAN UTILITY SHEETS 07-08 OU1-OU2 OVERALL UTILITY PLAN WATER SHEETS 09-11 WT1-WT3 WATER LINE A - PLAN & PROFILE 12-13 WT4-WT5 WATER LINE B - PLAN & PROFILE 14 WT6 WATER LINE C & D - PLAN & PROFILE 15 WT7 WATER LINE E, F, G & H - PLAN & PROFILE 16 WT8 WATER LINE I, J & K - PLAN & PROFILE 17 NP1 NONPOT WATER LINE A PLAN 18-19 NP2-NP3 NONPOT WATER LINE B PLAN 20 NP4 NON-POTABLE LINE C & D PLAN & PROFILE 21 NP5 NON-POTABLE LINE E PLAN & PROFILE SANITARY SHEETS 22-23 SS1-SS2 SANITARY LINE A - PLAN & PROFILE 24 SS3 SANITARY LINE A1, A6 & A9 - PLAN & PROFILE 25 SS4 SANITARY LINES A6W & B - PLAN & PROFILE STORM SHEETS 26 ST1 STORM LINE A, B & C - PLAN & PROFILE 27 ST2 STORM LINE C3.1, D & K - PLAN & PROFILE 28 ST3 STORM LINE E & F - PLAN & PROFILE 29 ST4 STORM LINE G & H - PLAN & PROFILE SUBDRAIN SHEETS 30 SD1 SUBDRAIN A PLAN & PROFILE 31 SD2 SUBDRAIN B PLAN & PROFILE GRADING SHEETS 32 OG1 OVERALL GRADING PLAN 33-42 G1-G10 GRADING PLAN 43-46 XS1-XS4 BOXELDER CREEK SOUTH CROSS-SECTIONS 47-50 XS5-XS8 BOXELDER CREEK NORTH CROSS-SECTIONS 51-57 XS9-XS15 COOPER SLOUGH TRAIL CROSS-SECTIONS 58-61 CS1-CS4 FUTURE CHANNEL & TRAIL PLAN & PROFILE STREET SHEETS 62-63 R1-R2 STREET B PLAN & PROFILE 64-65 R3-R4 STREET D PLAN & PROFILE 66-67 R5-R6 STREET E PLAN & PROFILE 68 R7 STREET B SIGNAGE & STRIPING PLAN 69 R8 STREET D SIGNAGE & STRIPING PLAN 70 R9 STREET E SIGNAGE & STRIPING PLAN 71 INT1 INTERSECTION DETAILS DETAIL SHEETS 72-74 D1-D3 SITE DETAILS 75-76 D4-D5 WATER DETAILS 77 D6 SEWERLINE DETAILS 78-79 D7-D8 DRAINAGE DETAILS EROSION & DRAINAGE SHEETS 80-81 EC1-EC2 ERIOSION CONTROL PLAN 82-83 EC3-EC4 ERIOSION CONTROL DETAILS 84 DR1 DRAINAGE EXHIBIT 85 FLD1 FLOODPLAIN EXHIBIT AYRES ROUNDABOUT & FRONTAGE ROAD DESIGN 86-90 CD01-CD05 FRONTAGE ROAD - ACCESS & BIKE RAMP DETAILS 91-94 PD01-PD04 FRONTAGE ROAD - PLAN DETAILS 95 JD01 JOINT DETAILS 96-99 PS01-PS04 FRONTAGE ROAD - SIGNING AND PAVEMENT MARKING 100-102 GD01-GD03 FRONTAGE ROAD - GEOMETRIC DETAILS 103-109 PP01-PP07 FRONTAGE ROAD - PLAN & PROFILE 110-120 PP08-PP18 FRONTAGE ROAD - EOP PLAN & PROFILE 121-127 XS01-XS07 FRONTAGE ROAD - CROSS SECTIONS UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT King Surveyors 650 E. Garden Drive Windsor, CO 80550 (970) 686-5011 Project #: 2013484 CITY OF GREELEY The City's acceptance shall not relieve the design engineer's responsibility for errors, omissions, or design deficiencies for which the City is held harmless. SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS1 COVER SHEET01 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT LAKE CANALCACHE LA POUDRE INLET CANAL Earth Engineering Consultants, Inc. Subsurface Exploration Report - Prospect Road and Interstate I-25 Evaluation of Groundwater/Subsurface Conditions and Installation of 4 Piezometers Fort Collins, Colorado EEC Project No. 1152086 Date: September 23, 2015 PROJECT LOCATION Earth Engineering Consultants, Inc. Subsurface Exploration / Pavement Design Report Proposed Bridge - Gateway at Prospect Development Northwest of Prospect Road and Interstate I-25 Frontage Road Fort Collins, Colorado EEC Project No. 1212028 Date: May 14, 2021 FLOODPLAIN ENGINEER Jacobs Aaron Cook, PE 9191 Jamaica Street Englewood, CO 80112 (720) 286-2000 ROUNDABOUT & FRONTAGE ROAD ENGINEER Ayres Associates Inc. Kevin Kuhlow 3665 JFK Parkway, Bldg 2, Suite 100 Fort Collins, CO 80525-3152 (970) 223-5556 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS2 GENERAL & CONSTRUCTION NOTES02 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. before you dig.Call R A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the Drainage Report for Gateway at Prospect dated 08/24/2022. by Northern Engineering Services, Inc., shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer's absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by Larimer County. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 PROJECT BENCHMARKS: BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK 29-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD, EAST OF THE INTERSECTION OF THE WEST FRONTAGE ROAD OF I-25 AND PROSPECT ROAD, EAST OF THE COLORADO WELCOME CENTER, ON A CONCRETE HEADWALL TO AN IRRIGATION PIPE. ELEVATION: 4904.41 BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK 47-01 LOCATED ON SOUTH SIDE OF PROSPECT ROAD WHERE IT INTERSECTS I-25, ON THE WEST END OF THE PARAPET WALL TO THE BRIDGE (B16 AM) OVER I-25, ON A DEPT OF HIGHWAY BRASS CAP. ELEVATION: 4934.13 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM.SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR TO CITY OF FORT COLLINS DATUM) = NAVD88 DATUM - 3.19' BASIS OF BEARINGS THE BASIS OF BEARINGS IS THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 16 AS BEARING SOUTH 88°21'25" WEST (ASSUMED BEARING).. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: ·N.A. CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16.See separate Stormwater Management Plan / Erosion Control Report for Waterfield Third Filing for additional information. 17.A vehicle tracking control pad shall be installed when needed for construction equipment, including but not limited to personal vehicles and 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. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Floodplain Development Notes 1.The applicant is aware that portions of the proposed development do not comply with the current regulatory floodplain. issuance of construction and building permits will be held up until FEMA approves the CLOMR (construction permits) or LOMR (building permits) and the city is unable to guarantee a timeline for FEMA review nor FEMA's ultimate approval. Proceeding through the planning process prior to FEMA approval is at the applicant's own risk. 2.The Developer shall obtain a Floodplain Use Permit from the City of Fort Collins and pay all applicable floodplain use permit fees prior to commencing any construction activity (building of structures, grading, fill, detention ponds, bike paths, parking lots, utilities, landscaped areas, flood control channels, etc.) within the Boxelder Creek Floodplain limits as delineated on the Final Subdivision Plat. All activities within the floodplain are subject to the requirements of Chapter 10 of the Fort Collins Municipal Code. 3.Any construction activities, nonstructural development (roads, curb_cuts, driveways, sidewalks, trails, vegetation, etc.) in the regulatory floodway must be preceded by a no_rise certification, which must be prepared by a Professional Engineer licensed in the State of Colorado. 4.Any work within the mapped Boxelder Creek erosion buffer zone must be preceded by a channel stability analysis prepared by a Professional Engineer licensed in the State of Colorado. E. 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 Drainage Report for Gateway at Prospect dated 08/24/2022 by Northern Engineering Services, Inc., shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. F. BOXELDER GENERAL 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”). 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. UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT COLLECTOR WITHOUT PARKING STREET B & STREET E 2.2% (TYP.)11' TRAVEL LANE3' BIKE LANE BUFFER7' BIKE LANE9' UTILITY EASEMENT66' ROW 42' ROADWAY (FL-FL) 2.2% (TYP.)11' TRAVEL LANE3' BIKE LANE BUFFER7' BIKE LANE7' PARKWAY5' SIDEWALK9' UTILITY EASEMENTCOLLECTOR WITH PARKING STREET D 2.2% (TYP.)11' TRAVEL LANE3' PARK BUFFER9' UTILITY EASEMENT76' ROW 54' ROADWAY (FL-FL)5' BIKE LANE2.2% (TYP.)11' TRAVEL LANE3' PARK BUFFER8 PARK'6' PARKWAY5' SIDEWALK9' UTILITY EASEMENT5' BIKE LANE7' PARKWAY5' SIDEWALK6' PARKWAY5' SIDEWALK8 PARK'COLLECTOR WITH MODULAR CONCRETE BRIDGE STREET E 2.0% (TYP.)11' TRAVEL LANE3' BIKE LANE BUFFER7' BIKE LANE9' UTILITY EASEMENT66' ROW 42' ROADWAY (FL-FL) 2.0% (TYP.)11' TRAVEL LANE3' BIKE LANE BUFFER7' BIKE LANEATTACHED 7' SIDEWALK9' UTILITY EASEMENTATTACHED 7' SIDEWALK7'7' CONNECTOR LOCAL FUTURE STREET B & FUTURE STREET E 2.2% (TYP.)10' TRAVEL LANE8' BIKE LANE9' UTILITY EASEMENT57' ROW 36' ROADWAY (FL-FL) 2.2% (TYP.)10' TRAVEL LANE8' BIKE LANE6' PARKWAY4.5' SIDEWALK9' UTILITY EASEMENT6' PARKWAY4.5' SIDEWALKCOMMERCIAL LOCAL FUTURE STREET D 2.2% (TYP.)10' TRAVEL LANE3' PARK BUFFER9' UTILITY EASEMENT72' ROW 50' ROADWAY (FL-FL)5' BIKE LANE2.2% (TYP.)10' TRAVEL LANE3' PARK BUFFER7' PARK6' PARKWAY5' SIDEWALK9' UTILITY EASEMENT5' BIKE LANE6' PARKWAY5' SIDEWALK7' PARK2.0% (TYP.) 30' PEDESTRIAN & TRAIL ACCESS EASEMENT FUTURE 10' TRAIL3' TRAIL BUFFER3' TRAIL BUFFER4' TRAIL BUFFERFUTURE 4' BIKE PATHSheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS3 GENERAL & CONSTRUCTION NOTES03 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. before you dig.Call R EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 11/22/2019 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District (‘ELCO’ or ‘District’) and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1. Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any other utility damaged during District waterline installation 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 and shall be fully responsible for all costs associated with damage to any and all other public and private property. 4. Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or 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 or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 4-ft from any District waterline or appurtenance. 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 Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7. Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 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 signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built drawings. 9. Materials of Construction: a. Pipe: All water piping shall be Polyvinyl Chloride (PVC). All PVC piping 6-inch through 12-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900, "Polyvinyl Chloride (PVC) Pressure Pipe, 4-inch through 12-inch, For Water Distribution". All PVC piping 14-inch through 24-inch shall be DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C905, "Polyvinyl Chloride (PVC) Water Transmission Pipe, Nominal Diameters 14-inch through 36". Pipe with a diameter greater than 24 inches shall be specified based on engineered design. b. Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volt taped to top of pipe and surfaced at each valve as a tracer wire. c. Pipe Joints: 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. d. Materials and Installation: All materials installed shall be new and free of manufacturer defects. Any defective or damaged materials noted on the construction site shall be so marked and removed from the site. Under no circumstances shall any PVC piping be installed utilizing mechanical equipment to seat the joints. e. Pipe Fittings: 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. f. Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g. Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut, resilient seat and shall be equipped with sand bonnet. h. Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut. Allowable manufacturers and models are Mueller Super Centurion with epoxy coated shoe or American Flo Control Waterous Pacer WB67-250X with epoxy coated shoe. All fittings shall be swing assemblies with anchor couplings. i. Pipe, Valve and Fitting 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. All fitting bolts shall have zinc caps installed. 10.Bedding: All pipe shall be bedded in 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 per the pipe manufacture's installation recommendation. Note maximum trench width detail. 11.Backfill: Backfill of acceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in all other locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe at 1-foot increments to grade. 12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with anchor couplings and/or joint restraint in accordance with District Specifications or as required per engineer’s design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15.Pipe Cover: A minimum cover of 4-1/2 feet of cover over top of pipe 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. 16. Connection to Existing System: All connections to existing waterlines shall be completed at developer's expense by District personnel or the District's authorized contractor with no exception. 17. Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials to be incorporated in the work, excavation. bedding, backfill, testing, and all construction methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District's Specifications. 18.Testing: 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 a State certified 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. 19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operation such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to chlorination test report, bacteriological test report, hydrotest report, compaction testing report, verification of project costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the district of these and other documents as may be required per project specifics, the District will issue Preliminary Acceptance. 20. Project As-Built and Record Drawing Requirements: a. As-built drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise requested by the District) for acceptance and to the project's design engineer for creation of Record Drawings. 21.Record Drawings are prepared by the project’s design engineer and shall accurately reflect any change made in the field which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 20. 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 District. TYPICAL SECTIONS: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT NOTE: REFER TO SHEET TS01 FOR TYPICAL FRONTAGE ROAD CROSS-SECTIONS. FUTURE PEDESTRIAN TRAIL 2 % 4:1 2 %2 % 'SL''SR' 12'3'2.5'6.5'5'2'12' 12'12'3'5'6.5'5'2' THRU LANE TURN LANE TURN LANEWALK PARK STRIP 2 %2 %2 %2 % 4:1 STA. 10+90'SR' TO STA. 12+65'SR' CONCRETE SIDEWALK (6 INCH) CONCRETE CURB & GUTTER-TYPE 2CONCRETE CURB & GUTTER-TYPE 2 CONCRETE SIDEWALK (6 INCH) PAVEMENT STRUCTURE BY OTHERS THRU LANE TURN LANE TAPER PARK STRIP WALKBIKE LANE 1' (TYP) FRONTAGE ROAD 2 % 4:1 2 % 'SL' / 'NEL''SR' / 'NER' 12' 3'5'6.5'5'2'1.5'1.5'12'3'5'2.5'6.5'5'2' THRU LANE VAR MEDIAN BIKE LANEWALK PARK STRIP 2 %2 %2 % 4:1 STA. 13+48'SR' TO STA. 16+69'SR' CONCRETE CURB & GUTTER-TYPE 2 CONCRETE CURB & GUTTER-TYPE 2 CONCRETE CURB & GUTTER-TYPE 1 (TYP)PAVEMENT STRUCTURE BY OTHERS SEE LANDSCAPE PLANS FOR MEDIAN SURFACE TREATMENT AND SEE MEDIAN DETAILS THRU LANE PARK STRIP WALKBIKE LANE 1' (TYP) FRONTAGE ROAD 2 % 2 % 2 % STA. 11+41'NER' TO STA. 15+34'NER' TOPSOIL (SPECIAL) 2% X:1 THRU LANEBIKE LANEWALK PARK STRIP CURB & GUTTER-TYPE 2 PAVEMENT STRUCTURE BY OTHERS 2' 2%2% X:1 CURB & GUTTER-TYPE 2 PARK STRIP WALKBIKE LANE 1' (TYP) TURN LANE THRU LANE FRONTAGE ROAD STA. 15+34'NER' TO STA. 19+08'NER' 'NEL''NER' 4 % 4 % 4 % 4% 4 % 4%ROWROWROWROWROWROW9' MIN UTILITY EASEMENT 9' MIN UTILITY EASEMENTPROPOSED ROW 9' MIN UTILITY EASEMENT 9' MIN UTILITY EASEMENTPROPOSED ROW PROPOSED ROW 9' MIN UTILITY EASEMENT 9' MIN UTILITY EASEMENT 5' BIKE LANETURN LANE 2 % 4:1 2 % 'SL''SR' 12'3'2.5'6.5'5'2'24'- 18'12'3'5'2.5'6.5'5'2' THRU LANE TURN LANES AND TAPERWALK PARK STRIP 2 %2 %2 %2 % 4:1 STA. 12+65'SR' TO STA. 13+48'SR' CONCRETE SIDEWALK (6 INCH) CONCRTETE CURB & GUTTER-TYPE 2CONCRETE CURB & GUTTER-TYPE 2 CONCRETE SIDEWALK (6 INCH)PAVEMENT STRUCTURE BY OTHERS THRU LANE TURN LANE PARK STRIP WALKBIKE LANE 1' (TYP) FRONTAGE ROAD 2 %2 %4 %4 %ROWROW9' MIN UTILITY EASEMENT 9' MIN UTILITY EASEMENTPROPOSED ROW 5' BIKE LANETURN LANE TAPER 2 % TURN LANE TO STA. 14+09'SR' 18'-0' TURN LANE TAPER TO STA. 15+25'SL' CONCRETE SIDEWALK (6 INCH) CONCRETE SIDEWALK (6 INCH) 2 %2 % 2% MAX 2% MAX 2% MAX 2% MAX 2 % 2% MAX 2% MAX CONCRETE SIDEWALK (6 INCH)CONCRETE SIDEWALK (6 INCH) CONCRETE CURB & GUTTER-TYPE 1 (TYP) PAVEMENT STRUCTURE BY OTHERS COMPACTED SUBGRADE SEE LANDSCAPE PLANS FOR MEDIAN SURFACE TREATMENT 18"18"2"3' MIN.4" PERFORATED UNDERDRAIN WRAPPED WITH FILTER FABRIC 3/4" FILTER ROCK TOPSOIL SPECIAL MEDIAN DETAIL A CONCRETE PAVEMENT (8 INCH) (DAVIS COLOR OMAHA TAN 5084) PAVEMENT STRUCTURE BY OTHERS COMPACTED SUBGRADE MEDIAN DETAIL B 6"4"4"CONCRETE CURB (SPECIAL)18"10" 10'9.5'2.5'6.5' PATH CIRCULATORY ROADWAY TRUCK APRON MOUNTABLE CURB (SEE DETAIL) CONCRETE CURB & GUTTER TYPE 1 OR 2 (SEE PLAN DETAILS) 2% PAVEMENT STRUCTURE BY OTHERS STA. 10+00'ICD' TO STA. 14+71'ICD' ROUNDABOUT PARTIAL SECTION 'ICD' 21' 10" 6" MINIMUM 4000 PSI CONCRETE 1%-2% PARK STRIP 2' 'SE''SW' 'SE''SW' 11'0-11' 0'-11'2.5'11' 'SE' / 'NE''SW' / 'N' 2.5'11' 'NE''N' 5'3'11'2.5'7'5'12'11'3'5'2.5'7'5'2' 2%2%2% 2% MAX 2%2% MAX CONCRETE PATH (6 INCH) Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\020301_TS.DWG LAYOUT NAME: TY01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152TS01GATEWAY AT PROSPECTFRONTAGE ROADTYPICAL SECTIONSEOP 'NE' CONTROL LINEEOP 'N' CONTROL LINE EOP 'SE' CONTROL LINE OR EOP 'NE' CONTROL LINE EOP 'SW' CONTROL LINE OR EOP 'N' CONTROL LINE EOP 'SE' CONTROL LINEEOP 'SW' CONTROL LINE EOP 'SE' CONTROL LINE EOP 'SW' CONTROL LINE 04 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXX XOHU OHU OH U OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHU OHU OHUOHU OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U O H U O H U OHU OH U OH U OH U OH U OH U OHU OHU XXSSSSSSSSSS2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SSTTTTS S W S W W W W W W S W W W W W S W W W W W S W W W W24" SSSSSSSS24" SS24" S S 24" S SWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W H2O H2O H2O H2O H2O H2O H2O W BLBL BL BLBL BL BLBLBLBLEXISTING PRAIRIE DOG COLONY DELINEATION EXISTING 12" ELCO WATERLINE EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR FLOODWAY OWNER: NORMANDIN KIM WOWNER: JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA PROPERTIES LLCOWNER: FORNEY INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA K40' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 20' EASEMENT FOR THE CACHE LA POUDRE RESERVOIR BOOK 1338, PAGES 19 C A C H E L E P O U D R E I N L E T C A N A L L A K E C A N A L PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 PARCEL OF LAND AS DESCRIBED IN BOOK 1338, PAGE 10 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 20' SANITARY SE WER EASEMENT REC. NO. 87032253 TO BE VACATED PER PLAT 20' W A T E R LI N E E A S E M E N T REC. N O. 9 7 0 0 4 2 1 4 TO BE V A C A T E D P E R P L A T 50' RIGHT OF WAY FORCACHE LA POUDRE RESERVOIRBOOK 1338, PAGE 10ACCESS EASEMENT REC. NO. 97075689 WATER & SANITARY SEWER EASEMENT BOOK 2285, PAGE 1162 TO BE VACATED PER PLAT 40' CI T Y O F G R E E L E Y WATE R LI N E E A S E M E N T REC. N O. 2 0 0 6 0 0 4 4 7 2 0 20' WATERLINE EASEMENT REC. NO. 97004214 TO BE VACATED PER PLAT 20' SANITARY SEWER EASEMENT REC. NO. 87032253 TO BE VACATED PER PLAT 20' S A NI T A R Y SEW E R E A S E M E N T REC. N O. 8 7 0 3 2 2 5 3 TO B E V A C A T E D P E R P L A T AERIAL IRRIGATION CROSSING TO BE REMOVED AERIAL IRRIGATION CROSSING TO BE REMOVED EXISTING GRAVEL ROAD TO BE REMOVED EXISTING GRAVEL ROAD TO BE REMOVED CONCRETE IRRIGATION DITCH TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING TREES TO BE REMOVED NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK EX. TOP OF BANK EX. TOP OF BANK FEMA 100-YR HIGH-RISK FLOODPLAIN SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EX1 & DEMOLITIONS PLANOVERALL EXISTING CONDITIONS05 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.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. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC HY D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EXISTING CONCRETE TO BE REMOVED BUFFER ZONE BL EXISTING PRAIRIE DOG COLONY DELINEATION FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR FLOODWAY / / / / / / / // / / / / / / /EXISTING ASPHALT TO BE REMOVED SAWCUT LINE 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. before you dig.Call R MATCHLINE - SEE SHEET EX2 EX2 EX1 EXISTING 12" ELCO WATERLINE EXISTING CITY OF GREELEY WATERLINE (BELLVUE LINE 10 60") X X X XXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHEOHU OHU / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXX X / / / / / / / // / / / / / / /XXXX6" W T T T T OHU OHU OHU OHU OHU OHU OHU OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESS SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS 10" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS27" SS27" SS2 4 " SS 2 4 " SS E E E E E W W W W W W W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / T W T W W W W W W W W W S S W W I FO S W S W SS SS SS 24" SS24" SS8" SS 8" SSWWW W W W W 8 " W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" WWWWWW WWWW WWWWW WWWELEC VAULT ELEC X OHU OHU OHU OHUOHU OHU X / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXX X X X X X X X XXXXXXXXX X X XGAS GAS GAS CONTROL IRR CONTROL IRR VAULT ELEC VAULT ELECH2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O F.O. F.O. ELEC ELEC ELEC ELEC ELECELECELECELEC ELEC ELEC ELEC ELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC W W W B L BLBLBLBLBLBLBLBL BLBL BL BLBL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBLBLBLB L BLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLB L SS SS SS SS SS SDSDSDSDSDSDSDS HY DH2O H2O H2O W TFES H2O H2O W H2O H2O W ELECFES VAULT ELECVAULTELEC TRAFFICVAULTE VAULT ELECTRAFFICVAULT ELEC H2O HY DT S T S T ST S VAULTELEC ELECFES VAULTELEC VAULTELEC S FES D SGGG XXXXX XXGGGGGGGE EE E E E EEEEEEGGGGGGGEE E8" W GGGGGWW TTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU ST 30" SS S S 12" W 12" W 12" W FES D FE SW W H2O H2O H2O H2O HY DWWWSTSTST12" W 12" W PROSPECT ROAD EROSION BUFFER LIMITS (TYP.) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING GRAVEL ROAD TO BE REMOVED EXISTING GRAVEL ROAD TO BE REMOVED PROPERTY BOUNDARY (TYP.) BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING SANITARY MANHOLE RIM = 4906.4 INV (S) = 4898.3 INV (W) = 4898.4 EXISTING SANITARY MANHOLE RIM = 4907.7 INV (N) = 4897.2 INV (S) = 4897.2 20' SANITARY SEWER EASEMENT REC. NO. 87032252 TO BE VACATED PER PLAT OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC EXISTING SANITARY MANHOLE RIM = 4908.7 INV (N) = 4898.0 INV (S) = 4898.0 INV (W) = 4898.1 EXISTING SANITARY MANHOLE RIM = 4910.7 INV (NE) = 4902.1 INV (S) = 4901.7 INV (NW) 4901.8 EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 10" CLAY SANITARY SEWER (BOXELDER SANITATION) EXISTING SANITARY MANHOLE RIM = 4906.0 INV (N) = 4896.1 INV (E) = 4896.0 EXISTING SANITARY MANHOLE RIM = 4905.5 INV (W) = 4895.5 INV (S) = 4895.5 EXISTING SANITARY MANHOLE RIM = 4902.0 INV (N) = 4886.52 INV (W) = 4893.84 INV (S) = 4886.37 20' SANITARY SEWER EASEMENTBOOK 1299, PAGE 205OWNER: GLANZ THOMAS J/LAURA P EXISTING SANITARY MANHOLE TO BE ABANDONED IN PLACE 20' SANITARY SEWER EASEMENT REC. NO. 87032253 TO BE VACATED PER PLAT FRONTAGE ROADEXISTING ±105 LF 24" ADS TO BE REMOVED EXISTING ±1,249 LF FENCE TO BE REMOVED EXISTING ±15 LF 24" ADS TO BE REMOVED /////////////////////CONTRACTOR TO LOCATE EXISTING FIELD DRAIN. REMOVE DRAIN ±150 LF UPSTREAM OF OUTFALL AND DAYLIGHT TO POND C. NOTIFY ENGINEER OF ANY CONFLICTS. BOX E L D E R C R E E K EXISTING FENCE TO BE REMOVED EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING SANITARY MANHOLE RIM = 4905.7 INV (NE) = 4896.6 INV (SW) = 4896.5 EXISTING SANITARY MANHOLE RIM = 4907.3 INV (N) = 4898.4 INV (SW) = 4898.3 EXISTING INLET RIM = 4913.5 INV (N) = 4906.1 15" RCP FES INV = 4904.8 WATERLINE EASEMENT REC. NO. 97004213 TO BE VACATED PER PLAT EXISTING SANITARY MANHOLE RIM = 4911.0 INV (NE) = 4903.8 INV (W) = 4903.7 20' UTILITY EASEMENT REC. NO. 97004101 EXISTING SANITARY MANHOLE RIM = 4911.0 INV (N) = 4901.3 INV (S) = 4901.3 NOTE: SEE PROSPECT ROAD IMPROVEMENT PLANS BY OTHERS FOR DETAILED EXISTING CONDITIONS & DEMOLITION PLAN. SHOWN HERE FOR REFERENCE ONLY NOTE: SEE PROSPECT ROAD IMPROVEMENT PLANS BY OTHERS FOR DETAILED EXISTING CONDITIONS & DEMOLITION PLAN SHOWN HERE FOR REFERENCE ONLY EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING 79.99' ROW EXISTING 79.98' ROW EXISTING ±1,473 LF FENCE TO BE REMOVED ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// EXISTING STRIPING TO BE REMOVED EXISTING CDOT ROW EXISTING 12" ELCO WATERLINE FEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING 12" ELCO WATERLINE APPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) BOXELDER ESTATES 2ND EXISTING SANITARY MANHOLE RIM = 4905.5 INV (W) = 4895.5 INV (S) = 4895.5 OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM 20' DITCH EASEMENT BOOK 1230, PAGE 470 30' PERMANENT UTILITY EASEMENT REC. NO. 88022711 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 2016001847320' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20510' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473TEMPORARY EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847TO BE VACATED PER PLATFEMA 100-YR HIGH-RISK FLOODPLAIN EXISTING 12" ELCO WATERLINE EXISTING BOX CULVERTS EXISTING BOX CULVERTS BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL 20' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT RECEPTION NO. 87032252 TO BE VACATED PER PLAT 15' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847313' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847320' W A T E R LI N E E A S E M E N T REC. N O. 9 7 0 0 4 2 1 4 TO BE V A C A T E D P E R P L A T CDOT ROW DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 TO BE VACATED PER PLAT DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 ±41 LF EXISTING CULVERT TO BE REMOVED NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK COORDINATE TIMING OF TRAFFIC SIGNAL RELOCATION WITH PROSPECT ROAD IMPROVEMENTS BY OTHERS. INTERIM SAWCUT LINE CENTERLINE OF GREELEY 27" WATER PIPELINE (NO. 3), PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A RIGHT-OF-WAY FOR AN UNDERGROUND WATER PIPE. INTERIM SAWCUT LINE 20' SANITARY SEWER EASEMENT REC. NO. 87032253 TO BE VACATED PER PLAT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 EX2 & DEMOLITIONS PLANOVERALL EXISTING CONDITIONS06 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 5.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. 6.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 7.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 8.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL EXISTING SEWER MAINS, WATER MAINS, CURBS, GUTTERS AND OTHER UTILITIES AT THE POINTS OF CONNECTION SHOWN ON THE PLANS, AND AT ANY UTILITY CROSSINGS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 9.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTER, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 VAULT ELEC HY D CONTROL IRR H2O G EXISTING TREES (TO BE REMOVED) EXISTING CONCRETE TO BE REMOVED BUFFER ZONE BL EXISTING PRAIRIE DOG COLONY DELINEATION FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR FLOODWAY / / / / / / / // / / / / / / /EXISTING ASPHALT TO BE REMOVED SAWCUT LINE MATCHLINE - SEE SHEET EX1 EX2 EX1 8" WATERLINE TO BE ABANDONED IN PLACE 12" W 12" W 12" W 12" WNPNPNPNPNPNPNPNPNPN P N P NISP NISP NISP NISPNISP NISP NISP NISP NISP NISP NISP NISP NISP NISP N I S P N I S P N I S P N I S P NISP NISP NISP N I S P N I S P NIS P NIS P NIS P NISP NISP NISP NISP NISP NISP N I S P N I S P NISP NISP N P N P N P N P N P N P NPNPN P NP NP NP NP NP NP NP NPNPNPNPNP NP NPN P N P N P N P XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXX XOHU OHU OH U OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHU OHU OHUOHU OHU OHU OHU OHU OHU OHU O H U O H U O H U O H U O H U O H U O H U OHU OH U OH U OH U OH U OH U OHU OHU XXSSSSSSSSSS2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SSTTTTS S W S W W S W W W S W W W S W W W24" SSSSSSSS24" SS24" S S 24" S SWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W H2O H2O H2O H2O H2O H2O H2O W TRACT B FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT OWNER: NORMANDIN KIM WOWNER: JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA PROPERTIES LLC OWNER: FORNEY INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA KL A K E C A N A L C A C H E L A P O U D R E I N L E T C A N A L TRACT D FUTURE DEVELOPMENT OWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M OWNER: GONZALES THOMAS M/CAROLINA G OWNER: KOVAR KENNETH L/LINDA L OWNER: TECHNICAL MOLDED PRODUCTS INC. OWNER: ABRAMS LOUIS BROWN REVOCABLE OWNER: STOCKTON LLC OWNER: US MOBILE MODULAR OWNER: US MODULAR SALES CO OWNER: AMERIGAS PROPANE LPCANAL DR IVE SMITHFIELD DRIVESTOCKTON AVENUEEAST LOCUST STREET PLEASANT ACRES DRIVE 40' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 50' RIG HT OF W A Y F O R CAC H E L A P O U D R E R E S E R V OI R BOO K 1338, P A G E 10 40' CI T Y O F G R E E L E Y WATE R LI N E E A S E M E N T REC. N O. 2 0 0 6 0 0 4 4 7 2 020' EASEMENT FOR THECACHE LA POUDRE RESERVOIRBOOK 1338, PAGES 1920' NON-POTABLE WATER EASEMENT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT IRRIGATION POND 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT EXISTING OVERHEAD UTILITIES EXISTING 18" RCP STORM DRAIN EXISTING CITY OF GREELEY WATER LINE (BELLVUE LINE 10 60") WEST QUARTER CORNER SECTION 16, T.7N., R.68W. ACCESS EASEMENT REC. NO. 97075689 REUSE EXISTING DITCH CROSSING INTAKE & PUMP HOUSE DESIGN BY OTHERS FUTURE NISP ALIGNMENT (BY OTHERS) EXISTING GRAVEL ACCESS ROAD NATURAL HABITAT BUFFER ZONE (NHBZ) NATURAL HABITAT BUFFER ZONE (NHBZ) FUTURE NISP ALIGNMENT (BY OTHERS) PROPOSED RELOCATED ACCESS ROAD PROPOSED RELOCATED ACCESS ROAD EXISTING TOP OF BANK EXISTING TOP OF BANK NON-POTABLE LINE B SEE SHEET NP3 NON-POTABLE LINE A SEE SHEET NP1 40' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 30' PEDESTRIAN ACCESS& TRAIL EASEMENT 40' PEDESTRIAN ACCESS & TRAIL EASEMENT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 40' PEDESTRIAN ACCESS & TRAIL EASEMENT 40' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 20' NON-POTABLE WATER EASEMENT 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT TRACT A OPEN SPACE DE NPNPNPNPNPNPNPNPW PLEASANT ACRES DRIVE NORTH ( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 OU1 OVERALL UTILITY PLAN07 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25OU1 OU2 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV MATCHLINE - SEE SHEET OU2 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT MATCHLINE - SEE UPPER LEFT MATCHLINE - SEE LOWER RIGHT INTERSTATE - 25 30" SS30" SS30" SS30" SS30" SS30" SS30" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 2 7 " SS 27" SS 2 7 " S S 12" W12" W12" W12" W12" W 12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 8" SS 8" SS 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W NPNPNPNPNPNPNPNPNPNPNPNP N P N PSD SDSDSDSD SD SD 12" W 12" W NISP NISP NISP NISP NISP NISP NISP SDSDSDSD SD SDSDNP NP XXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHE/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXX X XXXXT T T T OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESS SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS 10" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS27" SS27" SS2 4 " SS 2 4 " SS E E E E E W W W W W W W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / T W T W W W W W W W W W W W I FO W SS SS SS 24" SS24" SS8" SS 8" SSWWW W W W W 8 " W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" WWWWWW WWWW WWWWW WWWX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXGAS GAS GAS CONTROL IRR CONTROL IRR H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O F.O. F.O. ELEC ELEC ELEC ELEC ELECELECELECELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC W W W SS SS SS SS SS SDSDSDSDSDSDSDS H2O H2O W TFES H2O H2O W H2O H2O W ELECFES VAULT ELECVAULTELEC TRAFFICVAULTE VAULT ELECTRAFFICVAULT ELEC H2O HY DT S T S T ST S VAULTELEC ELEC VAULTELEC VAULTELEC S FE SD SGGG XXXXX XXGGGGGGGE EE E E E EEEEEEGGGGGGGEE E GGGGGWW TTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 30" SS S S 12" W 12" W 12" W FE SD FE SW W H2O H2O H2O H2O HY DWWWSTSTST12" W 12" W TRACT G FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENTTRACT CFUTURE DEVELOPMENTU&DETRACT J FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT TRACT CFUTURE DEVELOPMENTU&DEOWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT BOXELDER CREEK BOXELDER CREEKPROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENING. PROSPECT ROAD FRONTAGE ROADSTREET BSTREET D S T R E E T E FRONTAGE ROAD SW FRONTAGE ROAD 76' R.O.W. 9' UTILITY EASEMENT (TYP.) 66' R.O.W 9' UTILITY EASEMENT (TYP.) 66' R.O.W 9' UTILITY EASEMENT (TYP.) 9' UTILITY EASEMENT (TYP.) 80' R.O.W FUTURE 72' R.O.W FUTURE 9' UTILITY EASEMENT (TYP.) 30' P E D E S T R I A N AC C E S S A N D T R A I L EA S E M E N T FUTURE CONNECTOR ROADWAYFUTURE CONNECTOR ROADWAYFUTURE COMMERCIAL LOCAL3 0 ' PEDESTR IAN ACCESSAND TRA I L EASEMENTPROPOSED 20'DRAINAGE EASEMENT20' D I T C H E A S E M E N T BO O K 1 2 3 0 , P A G E 4 7 0 20' SANITARY SEWER EASEMENT TOBOXELDER SANITATION DISTRICTBOOK 1299 PAGE 20530' P E R M A N E N T UT I L I T Y E A S E M E N T RE C . N O . 8 8 0 2 2 7 1 1 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 20510' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847315' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847320' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 13' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT TIE TO EXISTING ELCO WATERLINE TRACT H OPEN SPACE DE TRACT E OPEN SPACE U&DE TRACT D FUTURE DEVELOPMENT SANITARY LINE A1 SEE SHEET SS3 SANITARY LINE A SEE SHEET SS1 SANITARY LINE A SEE SHEET SS2 SANITARY LINE A6 SEE SHEET SS3 SANITARY LINE A9 SEE SHEET SS3 SANITARY LINE A SEE SHEET SS2 STORM DRAIN C SEE SHEET ST1 STORM DRAIN D SEE SHEET ST2 WATER LINE A SEE SHEET WT1 WATER LINE A SEE SHEET WT2 WATER LINE A SEE SHEET WT3 WATER LINE A SEE SHEET WT3 WATER LINE B SEE SHEET WT4 WATER LINE B SEE SHEET WT5 SANITARY LINE B SEE SHEET SS4 STORM DRAIN B SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STORM DRAIN E SEE SHEET ST3 STORM DRAIN F SEE SHEET ST3 STORM DRAIN G SEE SHEET ST4 STORM DRAIN H SEE SHEET ST4 STORM DRAIN C3.1 SEE SHEET ST2 TIE TO EXISTING BOXELDER SANITARY SEWER PROPOSED 30" PVC SANITARY SEWER PROPOSED 12" PVC WATER LINE PROPOSED 27" PVC SANITARY SEWER PROPOSED 12" PVC WATER LINE TIE TO EXISTING ELCO WATERLINE PROPOSED FIRE HYDRANT TEMPORARY FIRE HYDRANT TEMPORARY FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT TEMPORARY FIRE HYDRANT APPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) EXISTING 24" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) ABANDONED 27" RPM SANITARY SEWER (BOXELDER SANITATION) PROPOSED FIRE HYDRANT PROPOSED 12" PVC WATER LINE EXISTING 10" SANITARY SEWER PROPOSED STORM DRAIN OUTFALL PROPOSED SUBDRAIN PROPOSED STORM DRAIN OUTFALL FUTURE STORM DRAIN FUTURE STORM DRAIN FUTURE STORM DRAIN PROPOSED STORM DRAIN OUTFALLPROPOSED SUBDRAIN PROPOSED 12" WATER LINE BOXELDER CREEK PROPOSED STORM DRAIN OUTFALL SOUTH QUARTER CORNER SECTION 16, T.7N., R.68W. BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING 12" ELCO WATERLINE PROPOSED DRAINAGE EASEMENT CDOT ROW CDOT ROW PROPOSED DRAINAGE AND UTILITY EASEMENT TIE TO EXISTING 12" ELCO WATERLINE PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED 8" SANITARY SEWER PROPOSED DRAINAGE EASEMENT BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) PROPOSED SUBDRAIN BRIDGE DESIGN BY OTHERS TIE TO EXISTING 27" SANITARY SEWER. ABANDON SEWER NORTH OF PROPOSED MANHOLE TIE TO EXISTING 27" SANITARY SEWER. ABANDON SEWER SOUTH OF PROPOSED MANHOLE WATER LINE C SEE SHEET WT6 PROPOSED STORM DRAIN OUTFALL EX. TOP OF BANK TEMPORARY FIRE HYDRANT NATURAL HABITAT BUFFER ZONE (NHBZ) NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK TEMPORARY FIRE HYDRANT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT STORM DRAIN K SEE SHEET ST2 PROPOSED STORM DRAIN OUTFALL PROPOSED STORM DRAIN OUTFALL STORM DRAIN I SEE SHEET ST4 STORM DRAIN J SEE SHEET ST4 NON-POTABLE LINE B SEE SHEET NP2 NON-POTABLE LINE C SEE SHEET NP4 NON-POTABLE LINE D SEE SHEET NP4 CENTERLINE OF GREELEY 27" WATER PIPELINE (NO. 3), PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A RIGHT-OF-WAY FOR AN UNDERGROUND WATER PIPE.TRACT F OPEN SPACE 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 40' CITY OF GREELEYWATERLINE EASEMENTREC. NO. 2006004472030' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' UTILITY EASEMENT REC. NO. 97004101 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 35' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' WATERLINE EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 30' SANITARY SEWER EASEMENT TRACT A OPEN SPACE DE NORTH ( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 OU2 OVERALL UTILITY PLAN08 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25OU1 OU2 MATCHLINE - SEE SHEET OU1 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV 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. before you dig.Call R UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICTINTERSTATE - 25 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 27" SS27" SS27" SS27" SS27" SS8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" WSDSDSDSDSDSDSDSDSDSDSDSDSD12" W12" W12" WX X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXT TSSSSSS 8" SS8" SS10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS 10" SS 10" SS10" SSEEWWWWWWWWWWWTWWWWH2OWWSSGGOHUOHUOHUOHUOHUOHUOHUOHU30" SS30" SS30" SSSS SS22.42 LF 12" PVC N04°05'53"W 218.50 LF 12" PVC N00°10'50"E 107.25 LF 12" PVC R=1000.09' 2 8 8 .2 6 L F 1 2 "P V C R =1 0 10 .0 0 ' PROPERTY BOUNDARY (TYP.)42' FL-FL9' UTIL I T Y E A S E M E N T 9' UTIL I T Y E A S E M E N T 5' SIDE W A L K 5' SIDE W A L K STA.=11+03.13 BEGIN HORIZ. DEFLECTION STA.=12+10.39 END HORIZ. DEFLECTION STA.=12+32.81 BEGIN HORIZ. DEFLECTION STA.=14+41.43 END HORIZ. DEFLECTION STA.=14+90.90 12"X8" TEE w/MRJ 1 - 12" BFV (N) 1 - 8" GV (E) STA.=16+41.92 BEGIN HORIZ. DEFLECTION STA.=19+30.18 END HORIZ. DEFLECTION 151.02 L F 1 2 " P V C N16°10' 1 9 " W 49.47 LF 12" PVC N16°10'19"W 66' ROWTRACT G FUTURE DEVELOPMENT FH N:124138.15 E:213385.08 STA.=10+00.00 CONNECT TO EXISTING 6" WATER w/ 12"x6" REDUCER & 90° BEND w/ MRJ STA.=10+64.65 12"x12" TEE w/MRJ 1 - 12" BFV (N)222.38 LF 12" PVCS89°49'10"ESTA.=23+71.06 COMBINATION AIR RELEASE VACUUM VALVE FH N:123689.72 E:213422.42 STA.=10+53.35 12"x6" TEE w/MRJ 1 - 12" BFV (S) 1 - 6" GV (E) 38.48 LF 12" PVC N02°07'22"E 11.30 LF 12" PVC N02°07'22"E 53.35 LF 12" PVC N02°07'22"E PROPOSED CONCRETE THRUST BLOCK STORM DRAIN A SEE SHEET ST1 SANITARY LINE A1 SEE SHEET SS3 SANITARY SEWER LINE A SEE SHEET SS1 WATER LINE D SEE SHEET WT6 WATER LINE E SEE SHEET WT7 SUBDRAIN LINE A SEE SHEET SD1 STA.=14+32.61 COMBINATION AIR RELEASE VACUUM VALVE EXISTING 27" WATER (CITY OF GREELEY BELLVUE LINE 3)PROSPECT ROADSTREE T B TRACT F OPEN SPACE STREET D76' R.O.W.66' R.O.W9' UTILITYEASEMENT (TYP.)PROPOSED 20' DRAINAGE EASEMENT 15' UTILITY & DRAINAGE EASEMEN T TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 30' SANITARY SEWEREASEMENT TO BOXELDERSANITATION DISTRICT4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+504902.734903.444904.294905.154905.804906.344906.854907.354907.844908.684903.404903.024902.734902.854903.034903.244903.644903.864904.074904.504904.724904.934905.364905.524905.664905.934906.074906.214906.484906.614906.734906.984907.104907.224907.474907.594907.724907.994908.194908.424908.99TOP OF PIPE PROPOSED GROUNDSTA. 10+00.012"X12" TEE w/MRJ1 - 12" BFV (N)T.O.P.=4898.70STA. 10+20.01.0° DEFLECTIONT.O.P.=4898.35STA. 12+45.60.1° DEFLECTIONT.O.P.=4899.07STA. 10+40.01.0° DEFLECTIONT.O.P.=4897.65STA. 10+64.60.7° DEFLECTIONT.O.P.=4897.22STA. 10+79.40.3° DEFLECTIONT.O.P.=4897.14STA. 10+99.41.0° DEFLECTIONT.O.P.=4897.14STA. 11+76.30.4° DEFLECTIONT.O.P.=4898.42STA. 19+30.90.3° DEFLECTIONT.O.P.=4903.23STA. 14+48.745° VERTICAL BENDT.O.P.=4896.54STA. 14+58.345° VERTICAL BENDT.O.P.=4896.54STA. 14+62.545° VERTICAL BENDT.O.P.=4900.68STA. 14+32.60.4° DEFLECTIONT.O.P.=4900.42STA. 14+44.845° VERTICAL BENDT.O.P.=4900.42STA. 14+90.9012"X8" TEEw/MRJ 4' EACH SIDE1 - 8" GV (E)T.O.P.=4900.84STA. 10+53.3512"x6" TEE w/MRJ1 - 12" BFV (S) 1 - 6" GV (E)T.O.P.=4897.42STA. 10+64.6512"x12" TEE w/MRJ 1 - 12" BFV (N)T.O.P.=4897.22STA. 11+03.13BEGIN HORIZ.DEFLECTIONT.O.P.=4897.21STA. 16+41.92BEGIN HORIZ.DEFLECTIONT.O.P.=4901.66STA. 12+32.81BEGIN HORIZ.DEFLECTIONT.O.P.=4898.95STA. 12+10.39END HORIZ.DEFLECTIONT.O.P.=4898.74STA. 19+30.18END HORIZ.DEFLECTIONT.O.P.=4903.22STA. 14+41.43END HORIZ.DEFLECTIONT.O.P.=4900.42STA. 14+32.61COMBINATION AIR RELEASEVACUUM VALVET.O.P.=4900.42RIM ±TOP OF PIPE PROPOSED GROUND EXISTING GROUND 15" RCP STORM STA.=10+89.33 INV.=4898.83 18" MIN. 25 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+49.35END MECH. RESTRAINTSTA: 10+74.65EX. 27" WATER STA.=14+53.52 TOP±4900.42RIM 4905.4±12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 18" MIN. KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 WT1 PLAN & PROFILEWATER LINE A09 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 WATER LINE A PROFILE SCALE:STAMATCH LINESEE SHEET20+50WT227" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATERLINEMATCHSTA20+50WT3 WT2 WT1 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT PROSPECT RD 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC STA. 21+15.70.2° DEFLECTIONT.O.P.=4905.16STA. 28+95.745° VERTICAL BENDT.O.P.=4905.72STA. 32+15.70.2° DEFLECTIONT.O.P.=4904.85STA. 29+01.445° VERTICAL BENDT.O.P.=4900.00STA. 29+21.845° VERTICAL BENDT.O.P.=4900.00STA. 29+26.745° VERTICAL BENDT.O.P.=4904.85STA. 21+48.6812"x12" CROSS w/MRJ3 - 12" BFV (N,W,E)1 - 12"x8" REDUCER (W)T.O.P.=4905.42STA. 23+71.06COMBINATION AIR RELEASEVACUUM VALVET.O.P.=4906.99STA. 26+46.1812"X8" TEE w/MRJ1 - 12" BFV (W) 1 - 8" GV (S)T.O.P.=4905.79STA. 26+75.38BEGIN HORZ.DEFLECTIONT.O.P.=4905.78STA. 29+89.5112"x8" TEEw/MRJ 4' EACH SIDE1 - 12" BFV (W)1 - 8" GV (N)T.O.P.=4904.8576.7' DEF.STA. 23+32.23T.O.P.=4906.84STA. 24+08.91T.O.P.=4906.85(@ 0.2°) 178.6' DEF.STA. 24+55.50T.O.P.=4906.50STA. 26+34.10T.O.P.=4905.80(@ 0.0°) TOP OF PIPE PROPOSED GROUND TOP OF PIPE PROPOSED GROUND 4909.934910.664911.634911.864911.374910.844910.404910.764910.844910.144909.314909.804909.614910.244910.574910.404910.984911.254911.464911.754911.844911.884911.784911.654911.514911.234911.094910.974910.724910.594910.484910.404910.494910.624910.864910.914910.914910.724910.554910.354909.954909.274909.294909.414909.554909.694909.894908.384908.954909.094909.224909.384909.134908.874908.784908.834908.974909.234909.544908.394908.524908.754908.904908.984909.024909.064909.124909.144909.174909.314909.394909.414909.324909.274909.214909.054908.974908.914908.824908.584908.774908.794908.794908.814908.864908.934908.944909.064909.164909.204909.284909.334909.384909.71EXISTING GROUND 18" MIN. EXISTING GROUND 12" PVC SANITARY STA.=21+21.09 INV.=4897.86 8" PVC SANITARY STA.=21+58.68 INV.=4892.54 RIM 4911.9±TOP OF PIPE 114 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 28+60.54END MECH. RESTRAINTSTA: 29+75.0048" RCP STORM STA.=29+11.61 INV.=4901.90 8" PVC NON-POTABLE WATER STA.=29+68.77 TOP=4907.05 18" MIN.30" SS30" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 2 7 " SS 2 7 " SS 2 7 " SS 27" SS 27" SS8" SS12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" WNPNPNPNPNPNPNPNPNPNPNPNPSDSD SDSDSDSDSDSDSDNP XXXX10" SS10" SS 66' ROW9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 54' FL-FLFUTURE72 ' ROW FU TURE 5 0 ' F L -F L STA.=26+46.18 12"X8" TEE w/MRJ 1 - 12" BFV (W) 1 - 8" GV (S) STA.=26+75.38 BEGIN HORIZ. DEFLECTION 29.19 LF 12" PVC S89°49'10"E TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT FH N:124821.02 E:213251.36 FH N:124771.05 E:213219.20 FH N:124712.38 E:213748.52 STA.=29+89.51 12"X8" TEE w/MRJ 1 - 12" BFV (W) 1 - 8" GV (N) 275.12 LF 12" PVC S89°49'10"E 222.38 LF 12" PVC S89°49'10"E STA.=23+71.06 COMBINATION AIR RELEASE VACUUM VALVE 400.00LF12"PVCR =590.00'WATER LINE F SEE SHEET WT7 SANITARY SEWER LINE A SEE SHEET SS1 SUBDRAIN LINE A SEE SHEET SD1 WATER LINE H SEE SHEET WT7 WATER LINE I SEE SHEET WT8 STA.=21+48.68 12"X12" CROSS w/MRJ 3 - 12" BFV (N,W,E) 1 - 12"x8" REDUCER (W) NON-POTABLE WATER LINE B SEE SHEET NP2 STREET D TRACT G FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT 76' R.O.W. 9' UTILITY EASEMENT (TYP.) 66' R.O.W 9' UTILITY EASEMENT (TYP.) 30' PEDESTRIAN ACCESS & TRAIL EASEMENT DRAINAGE EASEMENT DRAINAGE EASEMENT KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 WT2 PLAN & PROFILEWATER LINE A10 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. before you dig.Call R WATER LINE A PROFILE SCALE:STAMATCH LINESEE SHEET32+50WT3STAMATCH LINESEE SHEET20+50WT127" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER PROPERTY BOUNDARY (TYP.) NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 LINE MATCH STA 20+50 L IN EMA T C H S T A 3 2 + 5 0 WT3 WT2 WT1 SANITARY SEWER LINE A6W SEE SHEET SS4 SANITARY SEWER LINE A SEE SHEET SS2 SANITARY SEWER LINE A6 SEE SHEET SS3 SUBDRAIN LINE A SEE SHEET SD1 STORM DRAIN LINE E SEE SHEET ST3 STREET BSTREET E SUBDRAIN LINE B SEE SHEET SD2 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT PROSPECT RD 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 32+50 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+004910.204910.654911.244911.864912.404912.724913.044913.274912.964912.724912.814910.044910.314910.424910.534910.824910.994911.124911.384911.534911.694912.004912.104912.254912.504912.544912.614912.824912.914912.984913.124913.224913.244913.284913.284913.164912.784912.804912.804912.694912.734912.774912.904913.004913.2112" PVC 12" PVC 12" PVC STA. 40+95.90.2° DEFLECTIONT.O.P.=4908.00STA. 36+50.00.1° DEFLECTIONT.O.P.=4906.67STA. 43+82.6CONNECT TO EXISTING w/12"X12" TEE w/MRJ1 - 12" BFV (SW)T.O.P.=4908.00STA. 38+80.5512"x12" TEE w/MRJ 2 - 12" BFV (N,E)T.O.P.=4907.36STA. 42+99.9322.5° BENDT.O.P.=4908.00STA. 36+04.00END HORIZ.DEFLECTIONT.O.P.=4906.48STA. 33+89.511 - 12" BFVT.O.P.=4905.58TOP OF PIPE EXISTING GROUND TOP OF PIPE EXISTING GROUND 26 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 38+70.55END MECH. RESTRAINTSTA: 38+96.5599 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 42+83.18END MECH. RESTRAINTSTA: 43+82.611 2 " W 12 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" WNPNPNPNPNPNPNPNPNPNPNPNPNPNP276.55 LF 12" PVC N00°00'00"E STA.=36+04.00 END HORIZ. DEFLECTION FUTURE72' ROWFUTURE 50' FL-FLTRACT B FUTURE DEVELOPMENT 214.50 LF 12"P V C R=590.00 ' STA.=33+89.51 1 - 12" BFV NON-POTABLE WATER LINE B SEE SHEET NP2 TRACT D FUTURE DEVELOPMENT FUTURE 72' R.O.WFUTURE 9' UTILITYEASEMENT (TYP.)12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" WNPNPNP NPNPNPWWWWWW82.67 L F 1 2 " P V C N67°3 0' 0 0 " E STA.=38+80.55 12"X12" TEE w/MRJ 2 - 12" BFV (N,E) STA.=42+99.93 22.5° BEND w/MRJ STA.=43+82.61 CONNECT TO EXISTING w/ 12"X12" TEE w/MRJ 1 - 12" BFV (SW) NON-POTABLE WATER LINE B SEE SHEET NP2 EXISTING 12" WATER LINE (ELCO) 419.38 LF 12" PVC N90°00'00"E WATER LINE L SEE SHEET WT4 TRACT D FUTURE DEVELOPMENT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 WT3 PLAN & PROFILEWATER LINE A11 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. before you dig.Call R NORTH WATER LINE A PROFILE SCALE:STAMATCH LINESEE SHEET32+50WT227" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER LIN EMA T C H ST A 32 + 5 0 LINEMATCHSTA38+50WT3 WT2 WT1 NORTH LINE MATCH STA 38+50 ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATER PRIOR TO CONSTRUCTION PROSPECT RD 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 18+504903.614904.454905.554907.054909.704912.724914.434914.824912.984903.714903.904904.174904.724905.004905.274905.824906.134906.544907.654908.334909.024910.424911.234912.024913.284913.744914.154914.534914.764914.934914.434914.004913.484912.5512" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC STA. 10+00.090° BEND w/MRJT.O.P.=4898.80STA. 13+14.30.7° DEFLECTIONT.O.P.=4902.45STA. 14+78.20.8° DEFLECTIONT.O.P.=4906.79STA. 17+58.20.7° DEFLECTIONT.O.P.=4907.82STA. 10+48.845° VERTICAL BENDT.O.P.=4896.69STA. 10+33.745° VERTICAL BENDT.O.P.=4898.79STA. 10+35.845° VERTICAL BENDT.O.P.=4896.69STA. 10+51.245° VERTICAL BENDT.O.P.=4899.16STA. 11+48.70.2° DEFLECTIONT.O.P.=4900.15STA. 15+64.5211.25° BENDw/MRJ 4' EACH SIDET.O.P.=4907.89STA. 14+07.8011.25° BENDw/MRJ 4' EACH SIDET.O.P.=4904.92STA. 14+76.0322.5° BEND w/ MRJT.O.P.=4906.73STA. 15+21.4122.5° BEND w/MRJT.O.P.=4907.34STA. 16+32.5845° BEND w/MRJT.O.P.=4908.76STA. 10+05.00CONNECT TO EXISTING8" WATERw/ 12"x8" TEE w/MRJ1 - 12" BFV (N)T.O.P.=4898.80STA. 12+77.7212"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (E,W)T.O.P.=4901.94STA. 16+69.83COMBINATION AIR RELEASEVACUUM VALVET.O.P.=4908.99STA. 17+50.3822.5° BEND w/MRJT.O.P.=4907.98STA. 17+74.74BEGIN HORIZ.DEFLECTIONT.O.P.=4907.68100.0' DEF.STA. 16+31.17T.O.P.=4908.74STA. 17+31.17T.O.P.=4908.37(@ 0.4°) TOP OF PIPE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 30" RCP STORM STA.=10+42.27 INV.=4898.52 24" RCP STORM STA.=9+91.68 INV.=4899.83 8" PVC SANITARY STA.=10+27.16 INV.=4893.65 18" MIN. 92 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+91.9714 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 14+83.03BEGIN MECH. RESTRAINTSTA: 14+69.0314 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 15+14.41END MECH. RESTRAINTSTA: 15+28.4114 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 17+43.38END MECH. RESTRAINTSTA: 17+57.3828 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 16+46.58BEGIN MECH. RESTRAINTSTA: 16+18.5818" MIN. 8" PVC NON-POTABLE WATER STA.=17+50.43 TOP=4910.1827" SS27" SS27" SS8" W8" WGASVAULTELECBLBLSSSSSSSSSSSSSSSSH2OHYD T ST SVAULTELECGGGGE E EEEEEEEEEEEEEEEG G G G G G G G G G G G G GEEEEEE12" WG G GGGGGG OHUOHUOHUOHUOHUOHUOHU12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12 " W 1 2 " W 12" W 12" W 12" W 12 " W 1 2 " W8" W8" SS8" SS8" SS NPNPNP1 2 " W12" WNPNPN P NP 23' FL-FL FRONTAGE ROAD VERTICAL CURB & GUTTER 9' UTILITY EASEMENT 5' SIDEWALK 68' FL-FL 5' SIDEWALK STA.=10+05.00 CONNECT TO EXISTING 8" WATER w/ 12"x8" TEE w/MRJ 1 - 12" BFV (N) 43.11 LF 12" PVC N35°16'47"E 24.36 LF 12" PVC N24°01'47"E STA.=12+77.72 12"X8" CROSS w/MRJ 1 - 12" BFV (S) 2 - 8" GV (E,W) 130.08 LF 12" PVC N01°31'47"E STA.=14+76.03 22.5° BEND w/MRJ STA.=15+21.41 22.5° BEND w/MRJ STA.=15+64.52 11.25° BEND w/MRJ STA.=16+32.58 45° BEND w/MRJ STA.=17+74.74 BEGIN HORIZ. DEFLECTION FH w/ 8"X6" REDUCER N:123993.33 E:214423.70 FH w/ 8"X6" REDUCER N:123989.97 E:214546.38 34' FL-FL PROPERTY BOUNDARY (TYP.) EXISTING 80' ROW STORM DRAIN C SEE SHEET ST1 STORM DRAIN D SEE SHEET ST2 SANITARY LINE B SEE SHEET SS4 PROPOSED DRAINAGE AND UTILITY EASEMENT PROPOSED DRAINAGE AND UTILITY EASEMENT STA.=10+00.00 90° BEND w/MRJ 30.00 LF 12" PVC N01°31'47"E 272.72 LF 12" PVC N01°31'47"E STA.=14+07.80 11.25° BEND w/MRJ 68.06 LF 12" PVC N46°31'47"E 45.38 LF 12" PVC N12°46'47"E 68.23 LF 12 " P V C N09°43'13"W 323.05 LF 12" PVC R=300.00' WATER LINE C SEE SHEET WT6 STA.=16+69.83 COMBINATION AIR RELEASE VACUUM VALVE 37.25 LF 12" PVC N01°31'47"E 80.55 LF 12" PVC N01°31'47"E WATER LINE J SEE SHEET WT8 NON-POTABLE WATER LINE B SEE SHEET NP2 STA.=17+50.38 22.5° BEND w/MRJ TRACT J FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT 9' UTILITYEASEMENT (TYP.)80' R.O.W30' SANITARYSEWER EASEMENT12" W 12" W 12" W12" W12" WNPNPNPNPNPWATER LINE A SEE SHEET WT3 STA.=10+00.00 12"x12" TEE w/MRJ 2 - 12" BFV (N,E) STA.=10+20.00 FH ASSEMBLY & 12"x6" REDUCER w/MRJ 20.00 LF 12" PVC N00°00'00"E72' ROWFUTURE50' FL-FLFUTURE 9' UTILITY EASEMENT FUTURE 9' UTILITY EASEMENT NON-POTABLE WATER LINE B SEE SHEET NP2 FUTURE STREET D TRACT C FUTURE DEVELOPMENT U&DE TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+004907.36TOP OF PIPE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 12" PVC STA. 10+00.012"x12" TEE w/MRJ2 - 12" BFV (N,E)T.O.P.=4907.36STA. 10+20.0FH ASSEMBLY &12"x6" REDUCER w/MRJT.O.P.=4907.36WT4 PLAN & PROFILEWATER LINE B & L12 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. before you dig.Call R WATER LINE B PROFILE SCALE:STAMATCH LINESEE SHEET18+50WT5NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 LINEMA T C H ST A 18+50 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25WT5 WT4 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT PROFILE SCALE: WATER LINE L WATER L WATER B NORTH 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 18+50 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+004911.574910.804911.114911.654912.194912.764911.834911.324911.084910.904910.784910.834910.964911.254911.384911.524911.784911.924912.054912.324912.464912.594913.014913.274913.5412" PVC 12" PVC 12" PVC 12" P V C 12" PVC 12" PVC STA. 26+22.70.5° DEFLECTIONT.O.P.=4909.17STA. 26+42.6CONNECT TO EXISTINGWATER LINE12"X12" TEE w/MRJ1 - 12" BFV (W)T.O.P.=4909.44STA. 24+72.10.1° DEFLECTIONT.O.P.=4908.46STA. 19+50.81.2° DEFLECTIONT.O.P.=4906.16STA. 20+10.81.7° DEFLECTIONT.O.P.=4904.42STA. 20+28.51.5° DEFLECTIONT.O.P.=4904.42STA. 20+98.31.1° DEFLECTIONT.O.P.=4906.23STA. 21+36.1812"X8" TEEw/MRJ 4' EACH SIDE1 - 12" BFV (E)1 - 8" GV (S)T.O.P.=4906.46STA. 25+13.99BEGIN HORIZ.DEFLECTIONT.O.P.=4908.66STA. 20+97.79END HORIZ.DEFLECTIONT.O.P.=4906.22STA. 25+72.90END HORIZ.DEFLECTIONT.O.P.=4908.9415" RCP STORM STA.=20+19.63 INV.=4906.11 18" MIN. TOP OF PIPE PROPOSED GROUND EXISTING GROUND PROPOSED GROUNDXXXXXXXXXX / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 8" S S 8" SS 8" SS 8" SS WWWWGAS VAULT ELEC VAULT ELEC BL BL BL BL BL BLBL BLBL BL BL BL BL BLBL BL BL BL BL BL BL BL BL BL BL VAULT ELEC FE SD GGGGGGGGGGGGE E E E E E E E E E E FE SD HY DWW 12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W N P FRONTAGE ROAD 54' FL-FLPROPERTY BOUNDARY (TYP.) 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 38.40 LF 12" PVC N85°43'41"E 377.81 LF 12" PVC N85°43'41"E 69.67 LF 12" PVC N74°28'41"E 3 2 3 .0 5 L F 1 2 "P V C R =3 0 0 .0 0 'STA.=20+97.79 END HORIZ. DEFLECTION STA.=21+36.18 12"X8" TEE w/MRJ 1 - 12" BFV (E) 1 - 8" GV (S) STA.=26+42.57 CONNECT TO EXISTING WATER LINE 12"X12" TEE w/MRJ 1 - 12" BFV (W) STORM DRAIN H SEE SHEET ST4 STA.=25+13.99 BEGIN HORIZ. BEND STA.=25+72.90 END HORIZ. BEND 58.90 LF 12" PVC R=300.00' WATER LINE K SEE SHEET WT8FH w/ 8"X6" REDUCER N:124608.86 E:214884.89 STORM DRAIN F SEE SHEET ST3 BOX E L D E R C R E E K EXISTING 12" WATER (ELCO) TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 30' UTILITY EASEMENT REC. NO. 97004101 35' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' WATERLINE EASEMENT WT5 PLAN & PROFILEWATER LINE B13 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. before you dig.Call R WATER LINE B PROFILE SCALE:STAMATCH LINESEE SHEET18+50WT4NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 L INEMATCH STA1 8+ 5 0 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25WT5 WT4 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+004903.904903.984903.844903.394903.154903.624903.77TOP OF PIPE PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 12" PVC 12" PVC STA. 10+00.0REMOVE EXISTING12"X8" REDUCER ANDCONNECT TO EXISTING12" WATER LINET.O.P.=4898.37STA. 10+94.40.7° DEFLECTIONT.O.P.=4898.37STA. 11+33.190° BEND w/MRJT.O.P.=4898.83STA. 10+75.0445° BEND w/MRJT.O.P.=4898.37STA. 10+11.1645° BEND w/MRJT.O.P.=4898.3728 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+97.16END MECH. RESTRAINTSTA: 10+25.1628 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+61.04END MECH. RESTRAINTSTA: 10+89.0432 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 11+01.12END MECH. RESTRAINTSTA: 11+33.12XXXXXXXXXXXXSSSS SS 27" SS 27" SS27" SS27" SS27" SS/ / / / / / / // / / / / / / / W W 8 " W 8 " W 8 " W 8" W 8" W H2O H2O H2O ELECBLBLBLBLBL B L SS SS SS SS SS SS SS SS SS FE SELECFES VAULT ELEC TRAFFIC VAULTE VAULT ELECTRAFFICVAULT ELEC H2O HY DT S T S T ST SXXX EEEEGGGEE EEEE E E E E 12" W GGGGGGGGGGTTTTTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU ST 12" W 12" W 12" W12" W8" SS 8" SS 8" SS 8" SS 8" SS12" W 12" WFRONTAGE ROADPROPERTY BOUNDARY (TYP.) EXISTING 80' ROW STA.=10+75.04 45° BEND w/MRJ STA.=11+33.12 90° BEND w/MRJ STORM DRAIN C3.1 SEE SHEET ST2 15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 20160018473STORM DRAIN C SEE SHEET ST1 STORM DRAIN D SEE SHEET ST2 SANITARY LINE B SEE SHEET SS4 PROPOSED DRAINAGE AND UTILITY EASEMENT STA.=10+00.00 REMOVE EXISTING 12"X8" REDUCER AND CONNECT TO EXISTING 12" WATER LINE STA.=10+11.16 45° BEND w/MRJ 20'' DRAINAGE EASEMENT30'' SANITARYSEWER EASEMENT9' UTILITY EASEMENT PROSPECT ROAD 11.16 LF 12" PVC S88°06'28"E 63.88 LF 12" PVC N49°58'01"E 58.08 LF 12" PVC S89°27'52"E TRACT J FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT 10' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847330' SANITARY SEWER EASEMENT XXXXXXXTT T T T T T SS SS SS8" SS 8" SS 8" SS 8" SS 8" SS10" SS10" SS10" SS10" SSE E E E E E E W W W W W T W SS SS W SDSDSDSDSDSDSDS H2O H2O W S GGGGGGGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 30" SS 30" SS 30" SSS S 12" W 12" W 12" W 12" W SS30" SS30" SS30" SS12" W12" W12" W12" W12" W 12" W 12" W PROSPECT ROAD PROPERTY BOUNDARY (TYP.) SANITARY SANITARY LINE A1 SEE SHEET SS3 STORM DRAIN B SEE SHEET ST1 STORM DRAIN A SEE SHEET ST1 STA.=11+89.90 REMOVE 90° BEND & CONNECT TO EXISTING 12" WATER WITH MRJ 189.90 LF 12" PVC S88°21'24"E SANITARY SEWER LINE A SEE SHEET SS1 9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473PROPOSED DRAINAGE EASEMENT STREET BWATER LINE A SEE SHEET WT1 TRACT H OPEN SPACE DETRACT G FUTURE DEVELOPMENT STA.=10+00.00 12"X12" TEE w/MRJ 1 - 12" BFV (N) 42' FL-FL 66' ROW 15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847320' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 13' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 4875 4880 4885 4890 4895 4900 4905 4910 4915 4875 4880 4885 4890 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 12+50 12" PVC 12" PVC STA. 10+00.012"x12" TEE w/MRJ1 - 12" BFV (N)T.O.P.=4897.22STA. 11+00.00.6° DEFLECTIONT.O.P.=4898.09STA. 11+89.9REMOVE 90° BEND& CONNECT TO EXISTING12" WATER WITH MRJT.O.P.=4898.00EXISTING GROUND PROPOSED GROUND 4897.224897.444897.884898.094898.074898.044898.02TOP OF PIPE EXISTING GROUND PROPOSED GROUND 16 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+15.67WT6 PLAN & PROFILEWATER LINE C & D14 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. before you dig.Call R WATER LINE C PROFILE SCALE: NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 2520' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 205WATER LINE D PROFILE SCALE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT D C 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 EXISTING GROUND PROPOSED GROUND 8" PVC STA. 10+00.012"X8" TEE w/ MRJ1 - 8" GV (E)1 - 12" BFV (N)T.O.P.=4899.51STA. 10+54.7FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4899.564905.754905.7530" PVC SANITARY STA.=10+13.68 INV.=4888.43 TOP OF PIPEPROPOSED GROUND 55 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+54.71XXXX10" S S10" SS10" SS10" SSWWWWW30" SS30" SS30" SS30" SS30" SS12" W12" W12" W12" W12" W12" WSDSDSDSD SDSTREET B9' UTILITY EASEMENTWATER LINE A SEE SHEET WT1 STA.=10+00.00 12"X8" TEE w/MRJ 1 - 8" GV (E) 1 -1 2" BFV (N) STA.=10+54.71 FH ASSEMBLY & 8"X6" REDUCER w/MRJ 54.71 LF 8" PVC N73°49'41"E SANITARY SEWER LINE A SEE SHEET SS19' UTILITY EASEMENT42' FL-FL 66' ROW TRACT G FUTURE DEVELOPMENT 66' ROW 42' FL-FL TRACT F OPEN SPACE PROPOSED 20'DRAINAGE EASEMENT27" SS27" SS27" SS27" SS27" SS12" W12" W12" W12" W12" WSTREET DSANITARY SEWER LINE A SEE SHEET SS2 57.00 LF 8" PVC S00°10'50"W STA.=10+00.00 12"X8" TEE w/MRJ 1 - 12" BFV (W) 1 - 8" GV (S) STA.=10+57.00 FH ASSEMBLY & 8"X6" REDUCER w/MRJ 9' UTILITY EASEMENT9' UTILITY EASEMENTWATER LINE A SEE SHEET WT2 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT XXXXXXX10" SS 10" SS10" SS10" SS 10" SS 30" SS30" SS27" SS 27" SS8" SS12" W12" W12" W 12" WSD SDSDSANITARY SEWER LINE A6 SEE SHEET SS3 WATER LINE A SEE SHEET WT2 32.00 LF 8" PVC N89°49'10"W STA.=10+00.00 12"X12" CROSS w/MRJ 3 - 12" BFV (N,W,E) 1 - 12"x8" REDUCER (W) STA.=10+32.00 FH ASSEMBLY & 8"X6" REDUCER w/MRJ WATER LINE G SEE SHEET WT7 SANITARY SEWER LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 SUBDRAIN LINE A SEE SHEET SD1 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT 30.00 SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT X X X XXXXX10" SS 10" SS 10" SS10" SS30" SS 30" SS 27" SS27" SS8" SS 12" W 12" W 12" W12" W12" WSDSDSDSTA.=10+50.07 FH ASSEMBLY & 12"X6" REDUCER w/MRJ 50.07 LF 12" PVC N00°10'50"E WATER LINE F SEE SHEET WT7 STA.=10+00.00 12"X12" CROSS w/MRJ 2 - 12" BFV (N,W) SANITARY SEWER LINE A6 SEE SHEET SS3 WATER LINE A SEE SHEET WT2 SANITARY SEWER LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 SUBDRAIN LINE A SEE SHEET SD1 TRACT B FUTURE DEVELOPMENTTRACT G FUTURE DEVELOPMENT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+00 8" PVC STA. 10+00.012"X12" CROSS w/ MRJ3 - 12" BFV (N,W,E)1 - 12"x8" REDUCER (W)T.O.P.=4905.33STA. 10+32.0FH ASSEMBLY &12"X6" REDUCER w/MRJT.O.P.=4905.33EXISTING GROUND PROPOSED GROUND TOP OF PIPE PROPOSED GROUND 4910.544911.0132 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 10+32.00BEGIN MECH. RESTRAINTSTA: 10+00.004890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12" PVC STA. 10+00.012"X12" CROSS w/ MRJ2 - 12" BFV (N,W)T.O.P.=4905.33STA. 10+50.1FH ASSEMBLY &12"X6" REDUCER w/MRJT.O.P.=4905.33EXISTING GROUND PROPOSED GROUND 4910.544910.85TOP OF PIPE PROPOSED GROUND 50 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+50.044890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+00 8" PVC STA. 10+00.012"X8" TEE w/ MRJ1 - 12" BFV (W)1 - 8" GV (W)T.O.P.=4905.82STA. 10+57.0FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4905.824910.614910.504910.78EXISTING GROUND PROPOSED GROUND TOP OF PIPE PROPOSED GROUND 57 FT OF MECH RESTRAINT END MECH. RESTRAINTSTA: 10+57.00BEGIN MECH. RESTRAINTSTA: 10+00.0027" PVC SANITARY STA.=10+10.03 INV.=4892.40 WT7 PLAN & PROFILEWATER LINE E, F, G AND H15 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. before you dig.Call R WATER LINE F PROFILE SCALE: ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25WATER LINE E WATER LINE G WATER LINE H PROFILE SCALE:PROFILE SCALE:PROFILE SCALE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT F&G H E 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+00 8" PVC STA. 10+00.012"X8" TEE w/MRJ1 - 12" BFV (SW)1 - 8" GV (NW)T.O.P.=4904.85STA. 10+49.8FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4904.85EXISTING GROUND PROPOSED GROUND TOP OF PIPE PROPOSED GROUND 4910.234909.9518" 50 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+49.83END MECH. RESTRAINTSTA: 10+00.00Station=10+10.03 8" PVC T.O.P=4907.000 27" SS27" SS27" SS27" SS 27" SS 12" W12" W12" W12" W12" W12" W12" WNPNPNPNP NP NPSD SDSD SD SDNPSTREET E SANITARY SEWER LINE A9 SEE SHEET SS3 STORM DRAIN E SEE SHEET ST3 TRACT D FUTURE DEVELOPMENT WATER LINE A SEE SHEETWT2 STA.=10+00.00 12"X8" TEE w/MRJ 1 - 12" BFV (SW) 1 - 8" GV (NW) STA.=10+49.83 FH ASSEMBLY & 8"X6" REDUCER w/MRJ 49.83 LF 8" PVC N30°19'31"W SUBDRAIN LINE B SEE SHEET SD2 TRACT B FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT NON-POTABLE WATER LINE B SEE SHEETNP2 STREET DTRACT G FUTURE DEVELOPMENT VAULT ELEC VAULT ELEC EEEEEEGGGGGGG12" W12" W12" W12" W12" W8" W 23' FL-FL FRONTAGE ROAD9' UTILITY EASEMENT5' SIDEWALK68' FL-FL 5' SIDEWALK34' FL-FL WATER LINE B SEE SHEET WT4 80.00 LF 8" PVC S88°28'13"E 42.72 LF 8" PVC S88°21'15"E STA.=10+00.00 12"x8" CROSS w/MRJ 1 - 12" BFV (S) 2 - 8" GV (W,E) STA.=9+20.00 FH ASSEMBLY & 8"X6" REDUCER w/MRJ STA.=10+42.72 FH ASSEMBLY & 8"X6" REDUCER w/MRJ TRACT J FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT 27" SS27" SS27" SS27" SS27" SS27" SSVAULTELECB L BLBLBLBLBLBLBLVAULTELECGGGGGGGEEEEEEE12" W12" W12" W12" W12" W12" WFRONTAGE ROADPROPERY BOUNDARY (TYP.)9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALKSTORM DRAIN F SEE SHEET ST3 WATER LINE B SEE SHEET WT5 STA.=10+00.00 12"X8" TEE w/MRJ 1 - 12" BFV (E) 1 - 8" GV (S)STA.=10+25.83 FH ASSEMBLY & 8"X6" REDUCER w/MRJ 25.83 LF 8" PVC S04°16'19"E TRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+00 10+00 11+00 TOP OF PIPE PROPOSED GROUND PROPOSED GROUND 8" PVC 8" PVC STA. 9+20.0FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4901.94STA. 10+42.7FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4901.94STA. 10+00.0012"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (W,E)T.O.P.=4901.94EXISTING GROUND 4906.474906.164906.694906.594906.5129 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+20.00END MECH. RESTRAINTSTA: 9+49.0029 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+13.72END MECH. RESTRAINTSTA: 10+42.724890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 8" PVC STA. 10+00.012"X8" TEE w/MRJ1 - 12" BFV (E)1 - 8" GV (S)T.O.P.=4906.46STA. 10+25.8FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4906.464911.31PROPOSED GROUND EXISTING GROUND TOP OF PIPE PROPOSED GROUND 26 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+25.83WT8 PLAN & PROFILEWATER LINE I, J, AND K16 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. before you dig.Call R WATER LINE J PROFILE SCALE: ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25WATER LINE I WATER LINE K PROFILE SCALE:PROFILE SCALE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT I K J XX X X X X X X X X X X X X XXXXXXXXXXXOHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 2 4 " S S 2 4 " S S WW W SW W S W S W 24" SS24" SS24" SS24" SSSSW WWWWWWWWWW W W W W W W W W W BL BLBL NI S P NI S P NI S P NI S P NI S P NISP NISP NISP NISP NISP NISP NISP NISP NISP N I S P N I S P N I S P N I S P N I S PNPN P NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NPNPFUTURE NISP WATERLINE BY OTHERS EXISTING CITY OF GREELEY WATER LINE FUTURE COOPER SLOUGH CHANNEL BY OTHERS2.0%2.2%4:1333.06 LF 8" PVC N72°17'36"W 391.22 LF 8 " P V C N65°58'04 " W 55.20 LF 8" PVC R=500.00' 199.67 LF 8"PVC R=250.00' 30.00' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 40.00' WATERLINE EASEMENT REC. NO. 20060044720 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT LAKE CANAL OWNER: SILVERTIP REALTY LLC OWNER: NORMANDIN KIM W OWNER: JORDAN DAVID W OWNER: AMERICAN BUILDERS AND CONTRACTORS PROPOSED RELOCATED ACCESS ROAD IRR PUMP MH STA 10+03.51 N: 126073.49 E: 215431.38 STA: 11+83.85 T.O.P.: 4907.53 STA: 14+32.10 T.O.P.: 4911.49 STA: 14+67.30 T.O.P.: 4911.49STA: 15+07.30 T.O.P.: 4910.77 STA: 15+61.59 T.O.P.: 4908.80 STA: 16+01.59 T.O.P.: 4908.23 STA: 18+58.58 T.O.P.: 4910.27 STA: 10+06.01 T.O.P.: 4909.46 STA: 18+98.43T.O.P.: 4910.23STA: 20+26.98T.O.P.: 4908.51 STA: 20+26.98 T.O.P.: 4908.51 STA: 18+98.43 T.O.P.: 4910.23 STA: 18+58.58 T.O.P.: 4910.27 STA: 16+01.59 T.O.P.: 4908.23 STA: 15+61.59 T.O.P.: 4908.80 STA: 11+83.85 T.O.P.: 4907.53 STA: 14+32.10 T.O.P.: 4911.49 STA: 14+67.30 T.O.P.: 4911.49STA: 15+07.30 T.O.P.: 4910.77 CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING WATERLINE PRIOR TO CONSTRUCTION. ENSURE 18" MINIMUM VERTICAL SEPARATION. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. ENSURE 18" MINIMUM VERTICAL SEPARATION. EXISTING TOP OF BANK FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION PC: 14+32.10 BEGIN HORZ. DEFLECTION T.O.P.: 4911.49 N: 126083.79 E: 215085.05 PC: 18+78.52 BEGIN HORZ. DEFLECTION T.O.P.: 4910.25 N: 126262.77 E: 214676.18 PT: 14+87.30 END HORZ. DEFLECTION T.O.P.: 4911.13 N: 126103.45 E: 215033.49 Mid: 14+59.70 T.O.P.: 4911.49 N: 126092.91 E: 215059.00 Mid: 19+78.36 T.O.P.: 4909.16 N: 126320.32 E: 214595.42 SEE LAKE CANAL CROSSINGPROFILE SHEET NP4IRR INTAKE MH WITH SNOUT STA 9+93.51 N: 126070.45 E: 215440.91 GRATED FES STA 9+79.54 N: 126057.14 E: 215436.66 95.53 LF 8" PVCS17°42'24"WPROPOSED 100-YR FLOODPLAIN XXXXXXXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSWWWWWWWWWWWWWW W W W W W W W W W H2ONPNPNP NP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISPNISPNISP NISP NISP NISP NISP NISP NISP NISP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NPNPNPNPNPNPNPNP NP NP NP NP NP NP NP NP NP OWNER: CANAL HOLDINGS LLC CACHE LA POUDRE INLET CANA L NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 40.00' WATERLINE EASEMENT REC. NO. 20060044720 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT LAKE CANAL FUTURE NISP WATERLINE BY OTHERS FUTURE NISP WATERLINE BY OTHERS 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT2.0%2.0%2.0%2.0%2.0%2.0%2.0%FUTURE COOPER SLOUGH CHANNEL BY OTHERS 54.66 LF 8" PVC N20°12'26"W 187.83 LF 8" PVC N48°42'47"W 107.98 LF 8" PVC N48°53'12"W 182.75 LF 8" PVC N48°28'43"W 85.86 LF 8" PVC N48°53'29"W 132.42 LF 8" PVCS41°06'31"W121.67 LF 8" PVC R=295.67' 13.32 LF 8" PVC R=250.00' EXISTING CITY OF GREELEY WATER LINE OWNER: AMERICAN BUILDERS AND CONTRACTORS STA: 28+21.29T.O.P.: 4910.28STA: 28+47.45 T.O.P.: 4905.08 STA: 28+47.45 T.O.P.: 4905.08 STA: 28+91.43 T.O.P.: 4905.08 STA: 28+91.43 T.O.P.: 4905.08 STA: 29+26.58 T.O.P.: 4912.07 STA: 20+26.98T.O.P.: 4908.51STA: 25+63.66T.O.P.: 4909.23STA: 28+21.29T.O.P.: 4910.28STA: 25+63.66 T.O.P.: 4909.23 STA: 28+47.45 T.O.P.: 4905.08 STA: 28+91.43 T.O.P.: 4905.08 STA: 29+26.58 T.O.P.: 4912.07 STA: 20+26.98 T.O.P.: 4908.51 PI: 24+55.67 T.O.P.: 4909.08 N: 126689.34 E: 214306.26 PI: 25+63.66 T.O.P.: 4909.23 N: 126760.34 E: 214224.90 PI: 27+46.41 T.O.P.: 4909.98 N: 126881.49 E: 214088.08 PI: 28+32.27 90° BEND T.O.P.: 4908.10 N: 126937.94 E: 214023.38 PI: 29+64.69 90° BEND T.O.P.: 4912.05 N: 126838.17 E: 213936.32 PC: 21+32.85 BEGIN HORZ. DEFLECTION T.O.P.: 4908.65 N: 126456.04 E: 214524.50 PT: 20+78.19 END HORZ. DEFLECTION T.O.P.: 4908.58 N: 126404.75 E: 214543.38 PT: 22+67.84 END HORZ. DEFLECTION T.O.P.: 4908.83 N: 126565.40 E: 214447.40 PCC: 22+54.52 T.O.P.: 4908.81 N: 126556.35 E: 214457.17 Mid: 21+93.69 T.O.P.: 4908.73 N: 126509.68 E: 214496.01 Mid: 22+61.18 T.O.P.: 4908.82 N: 126560.94 E: 214452.34 SEE COOPER SLOUGH CROSSINGPROFILE SHEET NP4PROPOSED 100-YR FLOODPLAIN W W W W W W W W W NPNP NP NP NP 40.00' WATERLINE EASEMENT REC. NO. 20060044720 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT FUTURE COOPER SLOUGH CHANNEL BY OTHERS 209.46 LF 8" PVC N48°55'47"W 68.88 LF 8" PVC S86°09'32"W EXISTING CITY OF GREELEY WATER LINE S T A : 3 2 + 3 1 . 8 3 T . O . P . : 4 9 1 1 . 0 0 STA: 31+74.15T.O.P.: 4911.96STA: 31+74.15T.O.P.: 4911.96IRRIGATION POND PI: 31+74.15 45° BEND T.O.P.: 4911.96 N: 126975.78 E: 213778.40 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NP1 PLANNON-POTABLE LINE A17 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE UPPER MIDDLE LOWER LINEMATCHSTA20+00LINEMATCHSTA20+00LINEMATCHSTA30+00LINEMATCHSTA30+00 X27" SS27" SS27" SS27" SS27" SS27" SSGASBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLGGGEEEEEEEEGGGG 27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS27" SS 27" SS 27" SS 12" W12" W12" W12" W12" W12" W12" W12" W8" SS12" W12" W12" W12" W12" W12" WNPNPNPNPNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 8" W SDSDSD SD SD SD SD SD SDNP NP NP NPNPNPSTA: 11+99.96 T.O.P.: 4896.99 STA: 14+92.16 T.O.P.: 4905.64 STA: 16+44.87 T.O.P.: 4905.74 STA: 17+31.98 T.O.P.: 4907.05 STA: 17+51.98 T.O.P.: 4907.05 STA: 18+63.60 T.O.P.: 4905.47 STA: 10+00.00 8" CAP T.O.P.: 4910.18 STA: 18+63.60 T.O.P.: 4905.47 STA: 16+44.87 T.O.P.: 4905.74 STA: 14+92.16 T.O.P.: 4905.64 STA: 11+99.96 T.O.P.: 4896.99 STA: 17+31.98 T.O.P.: 4907.05 STA: 17+51.98 T.O.P.: 4907.05 93.65 LF 8" PVC N44°12'18"W 157.98 LF 8" PVC N44°12'18"W 134.21 LF 8" PVC N89°12'18" W 6.91 LF 8" PVC N15°10'20"E 259.83 LF 8"P V C R =1151.67 ' PI: 11+99.96 8"x8" TEE T.O.P.: 4896.99 N: 124524.38 E: 214460.49 PI: 13+57.94 45° BEND T.O.P.: 4896.65 N: 124637.63 E: 214350.34 PI: 11+06.31 22.5° BEND T.O.P.: 4910.18 N: 124457.24 E: 214525.78 PC: 14+92.16 45° BEND BEGIN HORZ. DEFLECTION T.O.P.: 4905.64 N: 124639.49 E: 214216.14 PC: 17+58.89 45° BEND BEGIN HORZ. DEFLECTION T.O.P.: 4906.95 N: 124850.80 E: 214058.74 PT: 17+51.98 45° BEND END HORZ. DEFLECTION T.O.P.: 4907.05 N: 124844.13 E: 214056.94 Mid: 16+22.07 T.O.P.: 4905.72 N: 124737.32 E: 214130.76TRACT G FUTURE DEVELOPMENT 35.00' SANITARY SEWER & NON-POTABLE WATER EASEMENT SEE BOXELDER CREEK CROSSING PROFILE SHEET NP4 106.3 1 L F 8 " P V C S66°4 2' 1 8 " E 20.00' NON-POTABLE WATER EASEMENT 42' FL-FL66' ROWSANITARY SEWER LINE A SEE SHEET SS2 9.00' UTILITY EASEMENT 9.00' UTILITY EASEMENT SANITARY SEWER LINE A9 SEE SHEET SS3 WATER LINE A SEE SHEET WT2 SUBDRAIN LINE B SEE SHEET SD2 NON-POTABLE LINE C SEE SHEET NP4 NON-POTABLE LINE D SEE SHEET NP4 STREET E FRONTAGE ROADSTREET D30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT BOXELDER CREEKBRIDGE DESIGN BY OTHERS 9.00' UTILITY EASEMENT WATER LINE B SEE SHEET WT4 DRAINAGE EASEMENT DETENTION POND C STORM DRAIN LINE G SEE SHEET ST4 STORM DRAIN LINE E SEE SHEET ST3 TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT G FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT J FUTURE DEVELOPMENT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT PROPOSED 100-YR FLOODPLAIN 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP STA: 27+02.96 T.O.P.: 4909.43 STA: 20+09.57 T.O.P.: 4905.73 STA: 23+78.89 T.O.P.: 4907.90 STA: 27+02.96 T.O.P.: 4909.43 STA: 20+09.57 T.O.P.: 4905.73 STA: 23+78.89 T.O.P.: 4907.90 928. 9 4 L F 8" P V C N00° 0 0' 0 0" E 6 2 0 .0 1 L F 8 "P V C R =5 8 0 .0 0 ' PT: 23+78.89 END HORZ. DEFLECTION T.O.P.: 4907.90 N: 125359.29 E: 214359.75 Mid: 20+68.89 T.O.P.: 4906.08 N: 125063.84 E: 214278.86 STREET D FUTURE 50 ' FL -FLFUTURE72' ROW FUTURE 9.00' UTILITY EASEMENT WATER LINE A SEE SHEET WT3 FUTURE STORM DRAIN TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT 30.00' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT FUTURE 9.00' UTILITY EASEMENT TRACT C FUTURE DEVELOPMENT U&DE TRACT D FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NP2 PLANNON-POTABLE LINE B18 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NP3 LOWER NP2 LOWER NP2 UPPER NP3 UPPER LINE MATCH STA 19+00 LINEMATCHSTA19+00LINEMATCH STA28+00 4900 4905 4910 4915 4920 4925 4930 4900 4905 4910 4915 4920 4925 4930 40+5041+0042+0043+00 8" PVC8" PVC8" PVC 8" PVC8" PVC STA. 41+67.022.5° VERTICAL BENDT.O.P.=4911.35STA. 41+81.522.5° VERTICAL BENDT.O.P.=4917.34STA. 40+33.70.1° DEFLECTIONT.O.P.=4911.29STA. 42+81.4END 8" PVCCOORDINATE PUMPHOUSECONNECTION WITH PUMPHOUSEDESIGN BY OTHERST.O.P.=4910.00STA. 42+51.222.5° VERTICAL BENDT.O.P.=4910.00STA. 42+33.522.5° VERTICAL BENDT.O.P.=4917.34EXISTING GROUND PROPOSED GRADE OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUWW W W W W W W W NP NP NP NP NP NP NP NP NP NP NP NP NP NISP NIS P NIS P NISPNISPNIS P NIS P NISP NIS P NIS P NISP NP NP NPNPNPNPNP2 . 0% 2 . 0% STA: 31+19.25 T.O.P.: 4910.23 STA: 33+07.83 T.O.P.: 4910.44 STA: 31+19.25 T.O.P.: 4910.23 STA: 33+07.83 T.O.P.: 4910.44 928.94 LF 8" PVC N00°00'00"E PI: 33+07.83 T.O.P.: 4910.44 N: 126288.23 E: 214359.75 TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT 20.00' NON-POTABLE WATER EASEMENT EXISTING GRAVEL ACCESS ROAD CACHE LA POUDRE INLET CANALTRACT D FUTURE DEVELOPMENT OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU W W W W W W W W W H2O NPNP NP NP NP NP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISPNPNPNP NPNP NP NP NP NP NP NPNPNPNPNP NP NP NP NP NP NP NP NP CACHE LA POUDRE INLET CANA L 40.00' WATERLINE EASEMENT REC. NO. 20060044720 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT2.0%STA: 40+33.67 T.O.P.: 4911.29 STA: 37+18.60 T.O.P.: 4910.70 STA: 38+97.32 T.O.P.: 4911.00 STA: 40+33.67 T.O.P.: 4911.29 STA: 42+81.36 T.O.P.: 4910.00 STA: 4 2 + 5 1. 2 0 T.O. P.: 4 9 1 0. 0 0 STA: 38+97.32 T.O.P.: 4911.00 STA: 37+18.60 T.O.P.: 4910.70 20.00 LF 8" PVC N32°42'59"W 45° BEND PI: 41+62.12 T.O.P.: 4911.35 N: 126713.76 E: 213648.61 45° BEND PI: 41+42.12 T.O.P.: 4911.34 N: 126696.94 E: 213659.41 PC: 37+18.60 T.O.P.: 4910.70 N: 126564.56 E: 214055.83 PT: 38+97.32 T.O.P.: 4911.00 N: 126645.37 E: 213898.72 Mid: 38+07.96 T.O.P.: 4910.85 N: 126615.35 E: 213982.62 TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT 20.00' NON-POTABLE WATER EASEMENT EXISTING GRAVEL ACCESS ROAD PROPOSED 10' GRAVEL ACCESS ROAD PUMPHOUSE BY OTHERS PEDESTRIAN BRIDGE TO BE DESIGNED BY OTHERS. NON-POTABLE WATER LINE TO BE MOUNTED TO SIDE OF PEDESTRIAN BRIDGE. COORDINATE NON-POTABLE WATER CONSTRUCTION WITH PEDESTRIAN BRIDGE BY OTHERS. FUTURE NISP WATERLINE BY OTHERS IRRIGATION POND 115.51 LF 8" PVC S12°23'00"W 244. 8 0 L F 8" P V C N77° 5 0' 2 2" W 1 7 8 .7 2 L F 8 "P V C R =3 4 0 .0 0 ' 410.76 LF 8" PVC N47°43'20"W 100.00' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATION COMPANY SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NP3 PLANNON-POTABLE LINE B19 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NP3 LOWER NP2 LOWER NP2 UPPER NP3 UPPER LINEMATCHSTA28+00LINEMATCHSTA34+50LINEMATCHSTA34+50NON-POTABLE LINE B CROSSING CACHE LA POUDRE INLET CANAL 27" SS 27" SS 27" SS 27" SS27" SS27" SS8" SS12" W 12" W 12" W 12" W NPNPNPNPNPNPNP8" WSDSDSDSDSDSDNP BP: 10+00.00 8"x8" TEE T.O.P.: 4906.07 N: 124774.55 E: 214102.98 EP: 10+69.17 8" CAP T.O.P.: 4904.99 N: 124734.32 E: 214046.72 69.17 LF 8" PVC S54°25'50"W 42' FL-FL 66' ROW TRACT G FUTURE DEVELOPMENT STORM DRAIN LINE E SEE SHEET ST3 SUBDRAIN LINE B SEE SHEET SD2 STREET D STREET E9.00' UTILITY EASEMENT DRAINAGE EASEMENT NON-POTABLE LINE B SEE SHEET NP2 TRACT D FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT X 27" SS 27" SS 27" SS 27" SS 27" SS BL BL BL BLBL BL BL BL BL BL BL27" SS27" SS12" WNPNPNPNPNPNPNPNPNP BP: 10+00.00 8"x8" TEE T.O.P.: 4897.03 N: 124524.38 E: 214460.49 EP: 11+23.90 8" CAP T.O.P.: 4909.03 N: 124438.00 E: 214371.67 123.90 LF 8" PVC S45°47'42"WSTREET EFRONTAGE ROAD SANITARY SEWER LINE A SEE SHEET SS2 NON-POTABLE LINE B SEE SHEET NP2 35.00' SANITARY SEWER & NON-POTABLE WATER EASEMENT 9.00' UTILITY EASEMENT 9.00' UTILITY EASEMENT TRACT E OPEN SPACE U&DE TRACT I FUTURE DEVELOPMENT TRACT H OPEN SPACE DE 4885 4890 4895 4900 4905 4910 4915 4885 4890 4895 4900 4905 4910 4915 9+5010+0011+00 STA. 10+00.08"x8" TEET.O.P.=4906.07STA. 10+28.322.5° VERTICAL BENDT.O.P.=4906.07STA. 10+43.422.5° VERTICAL BENDT.O.P.=4899.80STA. 10+56.122.5° VERTICAL BENDT.O.P.=4899.80STA. 10+68.622.5° VERTICAL BENDT.O.P.=4904.99STA. 10+69.28" CAPT.O.P.=4904.9948" RCP STORM STA.=10+49.74 INV.=4901.71 EXISTING GROUND PROPOSED GROUND 8" PVC SUBDRAIN STA.=10+59.16 TOP=4897.74 25" 8" PVC 8" PVC8" PVC8" PVC4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 9+5010+0011+0011+50 8" PVC8" PVC8" PVC STA. 10+00.08"x8" TEET.O.P.=4897.03STA. 10+20.022.5° VERTICAL BENDT.O.P.=4897.03STA. 10+49.022.5° VERTICAL BENDT.O.P.=4909.03STA. 11+23.98" CAPT.O.P.=4909.03EXISTING GROUND PROPOSED GROUND 4895 4900 4905 4910 4915 4920 4925 4895 4900 4905 4910 4915 4920 4925 28+0029+0030+00 PROPOSED GRADE EXISTING GROUND 8" PVC8" PVC8" PVCSTA. 28+47.511.25° VERTICAL BENDT.O.P.=4905.08STA. 28+91.411.25° VERTICAL BENDT.O.P.=4905.08STA. 29+26.611.25° VERTICAL BENDT.O.P.=4912.07STA. 28+21.311.25° VERTICAL BENDT.O.P.=4910.28STA. 28+32.2790° BENDT.O.P.=4908.10STA. 29+64.6990° BENDT.O.P.=4912.05FUTURE GRADE (BY OTHERS) EX. 60" WATER STA.=29+34.35 TOP=4909.66 18" MIN. 4900 4905 4910 4915 4920 4925 4930 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+50 8" PVC8" PVC STA. 10+06.0T.O.P.=4909.46STA. 10+47.111.25° VERTICAL BENDT.O.P.=4909.46STA. 10+56.811.25° VERTICAL BENDT.O.P.=4907.53STA. 10+99.0490° BENDT.O.P.=4907.53IRR PUMP MH4'∅ w/ 5' SUMPSTA 10+03.51RIM 4917.1±INV. IN 4912.96 (E)EXISTING GROUND GRATED FESSTA 9+79.54INV. 4913.08 (N)IRR INTAKE MH WITH SNOUT (W)5'∅ w/ 5' SUMPSTA 9+93.51RIM 4917.5±INV. IN 4913.01 (S)INV. OUT 4913.01 (W)13.97 LF 24" PVC @ 0.50% 10.00 LF 24" PVC @ 0.50% 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 10+5011+0012+0013+0014+0014+50 8" PVC8" PVC 8" PVC STA. 11+95.011.25° VERTICAL BENDT.O.P.=4896.99STA. 14+16.711.25° VERTICAL BENDT.O.P.=4905.58STA. 12+00.00.1° DEFLECTIONT.O.P.=4896.99STA. 13+71.711.25° VERTICAL BENDT.O.P.=4896.62STA. 11+28.711.25° VERTICAL BENDT.O.P.=4910.18STA. 11+99.968"x8" TEET.O.P.=4896.99STA. 13+57.9445° BENDT.O.P.=4896.65STA. 11+06.3122.5° BENDT.O.P.=4910.1887.38 LF 16" STEEL CASING @ 0.22% PROPOSED GRADE EXISTING GROUND BEGIN CASINGSTA 14+65.95INV. 4895.91 (NW)END CASINGSTA 14+84.64INV. 4895.72 (SE)SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NP4 PLAN & PROFILENON-POTABLE LINE C & D20 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NON-POTABLE LINE C NON-POTABLE LINE D NON-POTABLE LINE A NON-POTABLE LINE A COOPER SLOUGH CROSSING LAKE CANAL CROSSING NON-POTABLE LINE B BOXELDER CREEK CROSSING NON-POT D NON-POT C XXXXXXXXXXXXXXXXXW W W W W W W W W W W W H2OH2OH2OH2OH2ONP NP NP NP NP NP NP NPNPNPNPNPNPOWNER: TECHNICAL MOLDED PRODUCTS INC. LAKE C A N A L FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 3.4%4.7%8. 1 %2. 1% FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE PROPOSED CONTOURS (FUTURE TRAIL BY OTHERS) SEE SHEET CS3 FOR TYPICAL TRAIL SECTION STA: 10+27.59 BEGIN T.O.P.: 4914.50 STA: 12+50.00 T.O.P.: 4921.12 STA: 12+87.92 T.O.P.: 4922.12 STA: 12+99.14 T.O.P.: 4922.14 STA: 12+99.14 T.O.P.: 4922.14 STA: 13+03.78 T.O.P.: 4917.50 STA: 15+32.87 T.O.P.: 4917.84 STA: 12+99.14 T.O.P.: 4922.14 STA: 13+03.78 T.O.P.: 4917.50 STA: 15+32.87 T.O.P.: 4917.84 PI: 11+00.50 45° BEND T.O.P.: 4915.22 N: 127347.22 E: 213428.28 PI: 12+14.34 11.25° BEND T.O.P.: 4911.96 N: 127461.04 E: 213426.31 PI: 12+28.68 45° BEND T.O.P.: 4914.81 N: 127475.05 E: 213423.27 PI: 13+10.53 90° BEND T.O.P.: 4917.51 N: 127543.89 E: 213467.57 PI: 13+21.86 11.25° BEND T.O.P.: 4917.53 N: 127550.02 E: 213458.04PI: 13+77.45 22.5° BEND T.O.P.: 4917.61 N: 127588.64 E: 213418.06 PI: 16+78.93 T.O.P.: 4918.30 N: 127862.56 E: 213292.14 113.84 LF 8" PVC N00°59'16"W 14.34 LF 8" PVC N12°14'16"W 81.85 LF 8" PVC N32°45'44"E 11.33 LF 8" PVC N57°14'16"W 55.58 LF 8" PVCN45°59'16" W 301.48 LF 8" PVC N24°41'16"W 72.91 LF 8" PVC S44°00'44"W EXISTING CITY OF GREELEY WATERLINE 40.00' WATERLINE EASEMENT REC. NO. 20060044720 PROPOSED 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT UTILIZE EXISTING AERIAL CROSSING OF LAKE CANAL. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. EXISTING TOP OF BANK IRRIGATION POND PROPOSED 30.00 PEDESTRIAN ACCESS AND TRAIL EASEMENT X WNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP PLEASANTACRES DRIVESTA: 25+46.09 T.O.P.: 4922.00 STA: 19+83.00 T.O.P.: 4919.24 STA: 22+36.16 T.O.P.: 4920.43 STA: 19+83.00T.O.P.: 4919.24STA: 24+20.07 T.O.P.: 4921.19 STA: 22+36.16T.O.P.: 4920.43STA: 24+20.07T.O.P.: 4921.19EP: 25+46.09 CONNECT TO EXISTING IRRIGATION WELL T.O.P.: 4922.00 N: 128717.99 E: 213232.15 PI: 16+78.93 T.O.P.: 4918.30 N: 127862.56 E: 213292.14 PI: 18+65.32 45° BEND T.O.P.: 4918.88 N: 128037.23 E: 213228.47 PC: 17+86.15 11.25° BEND & BEGIN HORZ. DEFLECTION T.O.P.: 4918.63 N: 127965.32 E: 213261.51 PT: 18+60.32 END HORZ. DEFLECTION T.O.P.: 4918.86 N: 128032.60 E: 213230.36 Mid: 18+23.24 T.O.P.: 4918.75 N: 127998.60 E: 213245.16 107.22 L F 8 " P V C N16°35' 5 6 " W 5.00 LF 8" PVC N22°11'26"W 680.77 LF 8" PVC N00°18'34"E 74.17 LF 8" PVC R=800.00' 4900 4905 4910 4915 4920 4925 4930 4900 4905 4910 4915 4920 4925 4930 10+0011+0012+0013+0013+50 STA. 10+27.6BEGINT.O.P.=4914.50STA. 12+87.91.4° DEFLECTIONT.O.P.=4922.12STA. 12+99.145° VERTICAL BENDT.O.P.=4922.14STA. 13+03.845° VERTICAL BENDT.O.P.=4917.50STA. 11+93.011.25° VERTICAL BENDT.O.P.=4907.71STA. 11+38.411.25° VERTICAL BENDT.O.P.=4907.68STA. 10+62.41.4° DEFLECTIONT.O.P.=4915.28STA. 11+01.311.25° VERTICAL BENDT.O.P.=4915.22STA. 12+45.131.5° DEFLECTIONT.O.P.=4921.12STA. 12+50.01.5° DEFLECTIONT.O.P.=4921.12STA. 12+37.722.5° VERTICAL BENDT.O.P.=4916.60STA. 11+00.5045° BENDT.O.P.=4915.22STA. 12+14.3411.25° BENDT.O.P.=4911.96STA. 12+28.6845° BENDT.O.P.=4914.81STA. 13+10.5390° BENDT.O.P.=4917.51STA. 13+21.8611.25° BENDT.O.P.=4917.538" PVC 8" PVC8" PVC 8" PVC8" PVC 8" PVC8" PVC8" PVC EX. 60" WATER STA.=10+83.09 TOP±4912.8 EXISTING GROUND PROPOSED GROUND FUTURE GROUND (BY OTHERS) 18" MIN. SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 NP5 PLAN & PROFILENON-POTABLE LINE E21 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINELINEMATCHSTA16+50LINEMATCH STA16+50UTILIZE EXISTING AERIAL CROSSING OF LAKE CANAL. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING GREELEY WATERLINE PRIOR TO CONSTRUCTION. UPPER LOWER X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXT TSSSSSS 8" SS8" SS10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS 10" SS 10" SS10" SSEEWWWWWWWWWWWTWWWWH2OWWSSGGOHUOHUOHUOHUOHUOHUOHUOHU30" SS30" SS30" SSSS SS30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 30" SS 27" SS27" SS27" SS27" SS27" SS8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" WSDSDSDSDSDSDSDSDSDSDSDSDSDSD12" W12" W12" WPROSPECT ROADSTREE T B 9' UTIL I T Y E A S E M E N T 9' UTIL I T Y E A S E M E N T 5' SIDE W A L K 5' SIDE W A L K EX. SSMH AA STA 10+00.00 ADJUST RIM TO FINISHED GRADE N: 123662.62 E: 213395.44 SSMH A1 STA 11+38.12 N: 123800.68 E: 213399.79 SSMH A2 STA 12+91.08 N: 123953.10 E: 213387.06 SSMH A3 STA 14+43.89 N: 124101.93 E: 213352.40 SSMH A4 STA 17+51.83 N: 124399.11 E: 213271.73 SSMH A5 STA 19+04.79 N: 124551.67 E: 213260.51 PROPOSED 20' DRAINAGE EASEMENT OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISEOWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: MOODY MARILYN JOANNE TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT SSMH A6 STA 20+96.53 N: 124743.40 E: 213261.11 EX. ±14.50 LF 30" PVC @ 0.34% 152.96 LF 30" PVC @ 0.28% 152.81 LF 3 0 " P V C @ 0 . 2 8 % 307.94 L F 3 0 " P V C @ 0 . 2 8 % 152.96 LF 30" PVC @ 0.2 8 % 191.73 LF 30" PVC @ 0.31% 123.63 LF 30" PVC @ 0.34%123.63 LF 30" PVC @ 0.34% CONNECT TO EXISTING STUB WITH MECHANICALLY RESTRAINED JOINTS INV. IN=4886.57 (N) INV. OUT=4886.57 (S) 15' UTILITY & DRAINAGE EASEMEN T TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 15' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 66' ROW42' FL-FLPROPERTY BOUNDARY (TYP.) SANITARY LINE A1 SEE SHEET SS3 SANITARY LINE A6 SEE SHEET SS3 WATER LINE A SEE SHEET WT1 STORM DRAIN A SEE SHEET ST1 PROPOSED DRAINAGE EASEMENT EXISTING 10" SANITARY SEWER TO BE ABANDONED SANITARY LINE A6W SEE SHEET SS4 WATER LINE D SEE SHEET WT6 SUB DRAIN LINE A SEE SHEET SD1 APPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) CENTERLINE OF GREELEY 27" WATER PIPELINE (NO. 3), PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A RIGHT-OF-WAY FOR AN UNDERGROUND WATER PIPE. 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 4880 4885 4890 4895 4900 4905 4910 4915 4920 4880 4885 4890 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00EX. SSMH AASTA 10+00.00RIM 4902.0±INV. IN 4886.52 (N)INV. IN 4893.84 (W)INV. OUT 4886.37 (S)EX. ±14.50 LF 30" PVC @ 0.34%SSMH A1STA 11+38.12RIM 4903.4±INV. IN 4887.10 (N)INV. IN 4888.82 (E)INV. OUT 4886.99 (S)152.96 LF 30" PVC @ 0.28%SSMH A2STA 12+91.08RIM 4904.7±INV. IN 4887.73 (N)INV. OUT 4887.53 (S)152.81 LF 30" PVC @ 0.28% 307.94 LF 30" PVC @ 0.28%SSMH A3STA 14+43.89RIM 4905.9±INV. IN 4888.36 (N)INV. OUT 4888.16 (S)152.96 LF 30" PVC @ 0.28%SSMH A4STA 17+51.83RIM 4907.4±INV. IN 4889.42 (N)INV. OUT 4889.22 (S)191.73 LF 30" PVC @ 0.31%SSMH A5STA 19+04.79RIM 4908.2±INV. IN 4890.05 (N)INV. OUT 4889.85 (S)SSMH A6 (INSIDE DROP MH)STA 20+96.53RIM 4910.4±INV. IN 4890.83 (E)INV. IN 4892.41 (N)INV. IN 4897.66 (W)INV. OUT 4890.63 (S)15" RCP STORM STA.=10+64.45 INV.=4898.77 8" PVC WATER STA.=14+69.58 TOP=4899.52 123.63 LF 30" PVC @ 0.34% CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY STUB PRIOR TO CONSTRUCTION.EX.EX.EX.EX.CONNECT TO EXISTING STUBWITH MECHANICALLYRESTRAINED JOINTSSTA 10+14.50INV. 4886.57 (N)INV. 4886.57 (S)8" PVC SUBDRAIN STA.=21+06.54 INV.=4897.53 12" PVC WATER STA.=10+39.47 TOP=4897.32 EX. 27" WATER STA.=14+18.35 TOP±4900.33 PROPOSED GROUND EXISTING GROUND SS1 PLAN & PROFILESANITARY LINE A22 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SANITARY LINE A PROFILE SCALE:STAMATCH LINESEE SHEET22+00SS2LINE MATCH STA 22+00 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SS2 SS1 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT PROSPECT RD XXXXXX X 27" S S 27" S S 27" S S 27" S S 27" S S BLBLBL BL BL BL BL BLBL BL BL BL BL BL BL BL BLBL BL BL 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 2 7 " SS 2 7 " SS 2 7 " SS 27" SS 27" SS 2 7 " S S 2 7 " S S 12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W NPNPNPNPNPNPNP NP NP N P N P N P N P N PSDSDSDSDSDSDSDSDSDNP NP NP NP S T R E E T E STREET D76' ROW9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 54' FL-FLFUTURE72 ' ROW FUTURE 5 0 ' F L -F L 312.31 LF 27" PVC @ 0.28% SSMH A7 STA 24+08.84 N: 124759.92 E: 213572.99 SSMH A8 STA 27+20.65 N: 124758.91 E: 213884.80 SSMH A9 STA 29+26.83 N: 124827.00 E: 214079.41 STORM DRAIN G SEE SHEET ST4 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT SSMH A10 STA 31+53.64 N: 124649.67 E: 214220.8142' FL-F L 66' ROW 9 ' U T I L I T Y E A SEM EN T 9 ' U T I L I T Y E AS EM EN T SSMH A12 CONNECT TO EXISTING 27" RPM SANITARY SEWER WITH NEW MANHOLE STA 34+47.93 N: 124532.54 E: 214466.50 SSMH A11 STA 32+87.46 N: 124647.57 E: 214354.62 311.82 LF 27" PVC @ 0.28% 206.18 L F 2 7 " P V C @ 0 . 2 8 % 2 2 6 . 8 0 L F 2 7 " PVC @ 0 . 2 8% 133.82 LF 27" PVC @ 0.28% 160.47 LF 27" PVC @ 0.23% 35' SANITARY SEWER & NON-POTABLE WATER EASEMENT 30' PEDESTR IANACCESS AND TRA ILEASEMENT CONCRETE ENCASEMENT 30' SANITARY SEWER EASEMENT SANITARY LINE A9 SEE SHEET SS3 WATER LINE A SEE SHEET WT2 STORM DRAIN E SEE SHEET ST3 BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) ABANDON EXISTING 27" RPM SANITARY SEWER SOUTH OF MANHOLE A12 SUB DRAIN LINE B SEE SHEET SD2 NONPOT WATER LINE B SEE SHEET NP2 TRACT E OPEN SPACE U&DE TRACT D FUTURE DEVELOPMENT TRACT H OPEN SPACE DE DRAINAGE EASEMENT 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT DRAINAGE EASEMENT PROPOSED 100-YR FLOODPLAIN 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 34+75 312.31 LF 27" PVC @ 0.28%SSMH A7STA 24+08.84RIM 4911.8±INV. IN 4891.90 (E)INV. OUT 4891.70 (W)311.82 LF 27" PVC @ 0.28% 206.18 LF 27" PVC @ 0.28%SSMH A8STA 27+20.65RIM 4910.7±INV. IN 4892.97 (E)INV. OUT 4892.78 (W)SSMH A9STA 29+26.83RIM 4910.3±INV. IN 4893.75 (SE)INV. IN 4895.13 (NE)INV. OUT 4893.55 (W)226.80 LF 27" PVC @ 0.28%SSMH A10STA 31+53.64RIM 4910.7±INV. IN 4894.59 (E)INV. OUT 4894.39 (NW)133.82 LF 27" PVC @ 0.28%SSMH A12STA 34+47.93RIM 4904.9±INV. IN 4895.72 (NE)INV. OUT 4895.52 (NW)8" PVC WATER STA.=25+84.52 TOP=4905.28 8" PVC SUBDRAIN STA.=29+36.83 INV.=4897.33 EX.SSMH A11STA 32+87.46RIM 4907.0±INV. IN 4895.16 (SE)INV. OUT 4894.96 (W)160.47 LF 27" PVC @ 0.23% 15" 48" RCP STORM STA.=28+59.79 INV.=4901.87 8" PVC NONPOT WATER STA.=29+16.62 TOP=4906.99 BEGIN CASINGSTA 33+32.87INV. 4894.85 (SE)END CASINGSTA 34+20.25INV. 4895.05 (NW)STA.=33+22.62 CONCRETE CUT-OFF WALL CONCRETE ENCASEMENT SEE DETAIL PROPOSED GROUND EXISTING GROUND SS2 PLAN & PROFILESANITARY LINE A23 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SANITARY LINE A PROFILE SCALE:LINEMATCHSTA22+00KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SS2 SS1 STAMATCH LINESEE SHEET22+00SS1UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT PROSPECT RD XXXXXXXXXXXXSS8" SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SSW W WW S GGOHU OHU OHU OHU OHU OHU OHU OHU 30" SSSS30" SS30" SS30" SS30" SS12" W12" W12" W12" W12" W12" W12" W 12" W 12" W PROSPECT ROAD STREET BPROPERTY BOUNDARY (TYP.) SSMH A1 STA 10+00.00 N: 123800.68 E: 213399.79 50.19 LF 8" PVC @ 0.44% SSMH A1-E1 STA 10+50.19 N: 123800.54 E: 213449.98 20' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 205APPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) ABANDONED 10" SANITARY SEWER PROPOSED DRAINAGE EASEMENT STORM DRAIN A SEE SHEET ST1 SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 OWNER: CULBERT SON DAVID M TRACT G FUTURE DEVELOPMENT 66' ROW 42' FL-FL TRACT F OPEN SPACE 9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT4880 4885 4890 4895 4900 4905 4910 4915 4920 4880 4885 4890 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 PROPOSED GROUND EXISTING GROUND SSMH A1STA 10+00.00RIM 4903.4±INV. IN 4887.10 (N)INV. IN 4888.82 (E)INV. OUT 4886.99 (S)50.19 LF 8" PVC @ 0.44%SSMH A1-E1STA 10+50.19RIM 4903.7±INV. OUT 4889.05 (W)4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0011+50 SSMH A6STA 10+00.00RIM 4910.4±INV. IN 4890.83 (E)INV. IN 4892.41 (N)INV. IN 4897.66 (W)INV. OUT 4890.63 (S)SSMH A6-N1STA 10+77.59RIM 4911.3±INV. OUT 4892.76 (S)PROPOSED GROUND EXISTING GROUND 12" PVC WATER STA.=10+27.52 TOP=4905.49 77.59 LF 8" PVC @ 0.44%XXXXXXXXXXOHE10" SS10" SS10" SS10" SS10" SS10" SS30" SS30" SS30" SS27" SS27" SS27" SS8" SS12" W12" W12" W12" W12" W12" W12" WSD SD SD SD SSMH A6 STA 10+00.00 N: 124743.40 E: 213261.11 STREET B 66' ROW42' FL-FL54' FL-FL 76' ROW SANITARY LINE A SEE SHEET SS1 OWNER: DESELMS ROBERT A & K DENISE EXISTING 10" SANITARY SEWER TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT STREET D77.59 LF 8" PVC @ 0.44% SSMH A6-N1 STA 10+77.59 N: 124820.99 E: 213261.36 WATER LINE A SEE SHEET WT2 SANITARY LINE A6W SEE SHEET SS4 SUBDRAIN LINE A SEE SHEET SD1 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENTTRACT F OPEN SPACE PROPOSED DRAINAGE EASEMENT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00SSMH A9STA 10+00.00RIM 4910.3±INV. IN 4893.75 (SE)INV. IN 4895.13 (NE)INV. OUT 4893.55 (W)52.87 LF 8" PVC @ 0.44%SSMH A9-E1STA 10+52.87RIM 4909.0±INV. OUT 4895.37 (SW)PROPOSED GROUND EXISTING GROUND 27" SS 27" SS 2 7 " SS 2 7 " SS 2 7 " SS 12" W 12" W 12" W 12" W 12" W 12" W 12" WNP NPNPNPNPNPNPNPNPNPSDSDSDSDSDNPSTREET E SSMH A9-E1 STA 10+52.87 N: 124860.70 E: 214120.15 STRE E T D 66' R O W 42' FL-F L SANITARY LINE A SEE SHEET SS2 WATER LINE A SEE SHEET WT3 STORM DRAIN E SEE SHEET ST3 TRACT G FUTURE DEVELOPMENT 52.87 LF 8" PVC @ 0.44% SSMH A9 STA 10+00.00 N: 124827.00 E: 214079.41 BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) F U T U R E 7 2 ' ROW F U T U R E 5 0 ' F L - F L NON-POTABLE WATER LINE B SEE SHEET NP2 9' UTIL I T Y E A S E M E N T 5' SID E W A L K 9' UTIL I T Y E A S E M E N T 5' SID E W A L K 9 ' U T I L I TY EASEMEN T 5 ' S ID EWA LK 9 ' U T I L I TY EASEMEN T 5 ' S IDEWA LK TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT DRAINAGE EASEMENT DRAINAGE EASEMENT SS3 PLAN & PROFILESANITARY LINES A1, A6 & A924 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SANITARY LINE A1 PROFILE SCALE: KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER A9 A1 A6 SANITARY LINE A6 PROFILE SCALE: SANITARY LINE A9 PROFILE SCALE: NORTH NORTH15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847315' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT PROSPECT RD XXXXXXXXXXXXXXXXXXSSSS SS 27" SS 27" SS27" SS27" SS27" SS27" SS/ / / / / / / // / / / / / / / W W W 8 " W 8 " W 8 " W 8" W 8" W 8" W GAS H2O H2O H2O H2O ELEC ELECBLBLBLBLBLBLBLBLBL BL BL B L SS SS SS SS SS SS SS SS SS SS FE SW ELECFES VAULT ELECVAULT ELEC TRAFFICVAULTE VAULT ELECTRAFFIC VAULT ELEC H2OHY DT S T S T ST S VAULT ELECXXXXXXEEEEE GGGGGEE EEEE E E E E 12" W GGGGGGGGGGTTTTTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU ST 12" W 12" W 12" W 12" W 12" W12" W12" W12" W8" SS 8" SS 8" SS 8" SS 8" SS12" W 12" W PROSPECT ROAD FRONTAGE ROADPROPERTY BOUNDARY (TYP.) EXISTING 80' ROW SSMH B3 STA 14+01.04 N: 123749.32 E: 214583.31 SSMH B4 STA 14+83.87 N: 123831.97 E: 214577.96 SSMH B2 STA 12+21.83 N: 123731.57 E: 214404.99 SSMH B1 STA 11+67.92 N: 123694.57 E: 214365.78 SSMH B STA 10+00.00 CONNECT TO EXISTING 27" RPM SANITARY SEWER WITH NEW MANHOLE N: 123699.38 E: 214197.93 167.92 LF 8" PVC @ 0.44% 82.83 LF 8" PVC @ 0.44% 179.21 LF 8" PVC @ 0 . 4 4 % 53.91 LF 8" PVC @ 0.44% STORM DRAIN C SEE SHEET ST1 STORM DRAIN D SEE SHEET ST2 WATER LINE B SEE SHEET WT4 STORM DRAIN C3.1 SEE SHEET ST2 9' UTILITY EASEMENT5' SIDEWALKPROPOSED DRAINAGE EASEMENT 15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847320' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20510' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473WATER LINE C SEE SHEET WT6 ABANDON EXISTING 27" RPM SANITARY SEWER NORTH OF MANHOLE SSMH B AND SOUTH OF SSMH A12 PER DISTRICT REQUIREMENTS. PROPOSED DRAINAGE AND UTILITY EASEMENT TRACT I FUTURE DEVELOPMENT TRACT J FUTURE DEVELOPMENT 30' SANITARY SEWER EASEMENT PROPOSED 100-YR FLOODPLAIN 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 PROPOSED GROUND EXISTING GROUND SSMH B2STA 12+21.83RIM 4903.6±INV. IN 4893.24 (E)INV. OUT 4893.04 (SW)SSMH B3STA 14+01.04RIM 4904.2±INV. IN 4894.23 (N)INV. OUT 4894.03 (W)82.83 LF 8" PVC @ 0.44%SSMH B4STA 14+83.87RIM 4904.7±INV. OUT 4894.60 (S)SSMH BSTA 10+00.00RIM 4903.0±INV. IN 4891.87 (E)INV. OUT 4891.67 (S)167.92 LF 8" PVC @ 0.44%SSMH B1STA 11+67.92RIM 4904.0±INV. IN 4892.81 (NE)INV. OUT 4892.61 (W)53.91 LF 8" PVC @ 0.44% 179.21 LF 8" PVC @ 0.44% 30" RCP STORM STA.=14+16.04 INV.=4898.86 12" PVC WATER STA.=13+14.28 TOP=4898.79EX.4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0011+50 31.76 LF 12" PVC @ 2.00%SSMH A6-W1STA 10+31.76RIM 4910.6±INV. IN 4898.40 (W)INV. OUT 4898.30 (E)SSMH A6 (INSIDE DROP MH)STA 10+00.00RIM 4910.4±INV. IN 4890.83 (E)INV. IN 4892.41 (N)INV. IN 4897.66 (W)INV. OUT 4890.63 (S)EX.EX.12" PVC WATER STA.=10+10.00 TOP=4905.20 EXISTING GROUND PROPOSED GROUNDXXXXXXXXXXOHE 10" SS10" SS 10" SS10" SS10" SS 10" SS 30" SS30" SS30" SS27" SS 27" SS 27" SS8" SS12" W12" W12" W12" W 12" W 12" W 12" WSD SDSDSDSTREET D PROPERTY BOUNDARY (TYP.)STREET B9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT 66' ROW 42' FL-FL 54' FL-FL76' ROWWATER LINE A SEE SHEET WT2 SANITARY LINE A SEE SHEET SS1 OWNER: DESELMS ROBERT A & K DENISE ABANDON EXISTING 10" SANITARY SEWER SOUTH OF EX. SSMH A6-W1 PER DISTRICT STANDARDS. SANITARY LINE A6 SEE SHEET SS3 EX. SSMH A6-W1 STA 10+31.76 CORE DRILL AND GROUT NEW 12" CONNECTION (E) REMOVE AND GROUT EXISTING 10" SANITARY (S) N: 124743.28 E: 213229.35 31.76 LF 12" PVC @ 2.00% SSMH A6 STA 10+00.00 N: 124743.40 E: 213261.11 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT WATER LINE F SEE SHEET WT7 PROPOSED DRAINAGE EASEMENT TRACT FOPEN SPACE30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT SS4 PLAN & PROFILESANITARY LINES A6W & B25 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. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SANITARY LINE B PROFILE SCALE: KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY D CONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER SANITARY LINE A6W PROFILE SCALE: NORTH UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT NORTH B A6W 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+50 INLET A3STA 10+71.56FL. EL 4902.3±INV. OUT 4898.87 (E)42.00 LF 15" RCP @ 0.50%INLET A2STA 10+29.56FL. EL 4902.3±INV. IN 4898.66 (W)INV. OUT 4898.66 (E)FES A1STA 10+00.00INV. 4898.51 (W)29.56 LF 21" RCP @ 0.52% PROPOSED GROUND EXISTING GROUND 12" PVC WATER STA.=10+62.40 TOP=4897.14 18" MIN. 100-YEAR HGL 30" SS30" SS30" SS30" SS12" W12" W12" W12" W12" W12" W 12" W 12" WXXXXXXX SS8" SS 8" SS 8" SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SSW W W W W W W W SS W SDSDSDSDSDSDS H2O GGGGGGGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 30" SS12" W 12" W 12" W 12" W SSPROSPECT ROADSTREET B66' ROW 42' FL-FL 9' UTILITY EASEMENT5' SIDEWALKPROPERTY BOUNDARY (TYP.)9' UTILITY EASEMENT5' SIDEWALKTRACT G FUTURE DEVELOPMENT SANITARY LINE A1 SEE SHEET SS3 SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 INLET A2 STA 10+29.56 N: 123726.98 E: 213418.77 INLET A3 STA 10+71.56 N: 123727.10 E: 213376.77 OUTLET B2 STA 10+70.63 N: 123750.63 E: 213673.08 FES B1 STA 10+00.00 N: 123747.97 E: 213743.66 FES A1 STA 10+00.00 N: 123733.24 E: 213447.66 POND E 29.56 LF 21" RCP @ 0.52%42.00 LF 15" RCP @ 0.50% 70.63 LF 18" HDPE @ 0.50% TRACT H OPEN SPACE DE 30'' PEDESTRIAN ACCESS AND TRAIL EASEMENT EXISTING SUBDRAIN TRACT F OPEN SPACE 13' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 PROPOSED DRAINAGE EASEMENT PROPOSED 100-YR FLOODPLAIN 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+50 FES B1STA 10+00.00INV. 4896.99 (W)OUTLET B2STA 10+70.63INV. 4897.35 (E)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL 70.63 LF 18" HDPE @ 0.50%12" W12" W12" W8" SS 8" SS 8" SS 8" SS 8" SS12" W 12" WXXXXXX XXXXXSSSS SS 27" SS 27" SS27" SS27" SS27" SSW 8 " W 8 " W 8 " W 8" W H2OBLBLBLBLBLBLBLBLBLBL BLBLBL SS SS SS SS SS SS SS H2O HY D T S T S T SXXXXXXX EEEEGGGGEEEEE E E E E 12" W GGGGGGGGGTTTTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W 12" W FRONTAGE ROADPROPRTY BOUNDARY (TYP.) EXISTING 123' ROW PROSPECT ROAD WATER LINE B SEE SHEET WT4 SANITARY LINE B SEE SHEET SS4 STORM DRAIN C3.1 SEE SHEET ST2 STORM DRAIN D SEE SHEET ST2 WATER LINE C SEE SHEET WT6 STMH C5 (5'Ø) STA 12+59.62 N: 123745.99 E: 214398.41 STMH C4 (5'Ø) STA 12+06.81 N: 123709.74 E: 214360.00 STMH C2 (6'Ø) STA 10+31.70 N: 123714.76 E: 214184.97 STMH C3 (6'Ø) STA 10+74.12 N: 123713.54 E: 214227.36 OUTLET C6 STA 14+63.32 N: 123766.15 E: 214601.11 FES C1 STA 10+00.00 N: 123698.03 E: 214158.04 INTERIM POND H ABANDONED EX. 27" SANITARY SEWER BOXELDER CREEK 31.70 LF 30" RCP @ 0.40% 42.41 LF 30" RCP @ 0.40% 132.69 LF 30" RCP @ 0.40% 52.81 LF 30" RCP @ 0.40%203.70 LF 30" RCP @ 0 . 4 0 % TRACT I FUTURE DEVELOPMENT TRACT J FUTURE DEVELOPMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT30'' SANITARY SEWER EASEMENT 15' UTILITY & DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018473 20' SANITARY SEWER EASEMENT BOXELEDER SANITATION DISTRICT BOOK 1299 PAGE 205 10' WATER PIPELINE EASEMENT TO ELCO RECEPTION NO. 20160018473 PROPOSED 100-YR FLOODPLAIN 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50FES C1STA 10+00.00INV. 4897.09 (NE)31.70 LF 30" RCP @ 0.40% 42.41 LF 30" RCP @ 0.40%STMH C2 (6'Ø)STA 10+31.70RIM 4903.2±INV. IN 4897.22 (E)INV. OUT 4897.22 (SW)132.69 LF 30" RCP @ 0.40%STMH C3 (6'Ø)STA 10+74.12RIM 4903.6±INV. IN 4897.39 (E)INV. IN 4897.40 (N)INV. OUT 4897.39 (W)52.81 LF 30" RCP @ 0.40%STMH C4 (5'Ø)STA 12+06.81RIM 4904.2±INV. IN 4897.91 (NE)INV. OUT 4897.91 (W)203.70 LF 30" RCP @ 0.40%STMH C5 (5'Ø)STA 12+59.62RIM 4903.8±INV. IN 4898.12 (E)INV. OUT 4898.12 (SW)OUTLET C6STA 14+63.32INV. 4898.93 (W)PROPOSED GROUNDEXISTING GROUND 12" PVC WATER STA.=13+59.08 TOP=4896.69 18" MIN. 8" PVC SANITARY STA.=14+44.46 INV.=4894.30 ABANDONED EX. 27" PVC SANITARY STA.=10+42.15 INV.=4891.74 100-YEAR HGL ST1 PLAN & PROFILESTORM DRAINS A, B & C26 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 STORM DRAIN A PROFILE SCALE: SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25STORM DRAIN B PROFILE SCALE: STORM DRAIN C PROFILE SCALE: NORTH PROSPECT RD CA&B 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+00 STMH C3.1 (4'Ø)STA 10+27.01RIM 4903.7±INV. OUT 4897.67 (S)27.01 LF 24" RCP @ 1.00%STMH C3 (6'Ø)STA 10+00.00RIM 4903.6±INV. IN 4897.39 (E)INV. IN 4897.40 (N)INV. OUT 4897.39 (W)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL 8" SS 8" SSXXXXXX XSSSS SS 27" SS 27" SS27" SS27" SSBL BLBLBLBLBL BLBLBLBLBL SS H2O HXXXXE 12" W GTOHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W 12" W STMH C3.1 (4'Ø) STA 10+27.01 N: 123740.55 E: 214227.83 27.01 LF 24" RCP @ 1.00%STMH C3 (6'Ø) STA 10+00.00 N: 123713.54 E: 214227.36 PROSPECT ROAD STORM DRAIN C SEE SHEET ST1 SANITARY LINE B SEE SHEET SS4BOXELDER CREEK TRACT I FUTURE DEVELOPMENT PROPOSED DRAINAGE EASEMENT 12" W12" W12" W8" SS 8" SS 8" SS 8" SS12" W 12" W / / / / / / / // / / / / / / / W 8 " W 8 " W 8 " W 8" W 8" W ELEC SS SS SS SS SS SS SS SS SS H2O HY DT S T S T ST S EEEEGGGGEEEEE E E E E 12" W GGGGGGGGGTTTTOHU OHU OHU OHU OHU OHU OHU OHUFRONTAGE ROADPROPERTY BOUNDARY (TYP.) PROSPECT ROAD STMH C3 (6'Ø) STA 10+00.00 N: 123713.54 E: 214227.36 INLET D5 STA 12+20.61 N: 123722.11 E: 214425.30 INLET D3 STA 11+27.58 N: 123705.64 E: 214511.39 FES D1 STA 10+10.01 N: 123749.40 E: 214620.52 117.57 LF 24" RCP @ 0.40% 64.67 LF 24" RCP @ 0.40% WATER LINE B SEE SHEET WT4 SANITARY LINE B SEE SHEET SS4 STORM DRAIN C SEE SHEET ST1 WATER LINE C SEE SHEET WT6 STMH D4 (4'Ø) STA 11+92.29 N: 123704.04 E: 214446.74 INTERIM POND H EXISTING 123' ROW TRACT J FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT PROPOSED DRAINAGE EASEMENT 30.00' SANITARY SEWER EASEMENT 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+00 PROPOSED GROUND EXISTING GROUNDINLET D5STA 12+20.61FL. EL 4902.8±INV. OUT 4900.14 (SE)64.67 LF 24" RCP @ 0.40% 117.57 LF 24" RCP @ 0.40%INLET D3STA 11+27.58FL. EL 4903.2±INV. IN 4899.76 (W)INV. OUT 4899.76 (E)FES D1STA 10+10.01INV. 4899.29 (W)28.05 LF 18" RCP @ 0.40%STMH D4 (4'Ø)STA 11+92.29RIM 4903.4±INV. IN 4900.02 (NW)INV. OUT 4900.02 (E)18" MIN. 12" PVC WATER STA.=12+05.65 TOP=4898.37 100-YEAR HGL XXXXXXXX X XX27" SS27" SS27" SS27" SS27" SSW BLBLBLBLBLBLBLBLBLBLBLBLBLX X XXBOXELDER CREEK POND G PROPERTY BOUNDARY (TYP.)BOXELDER CREEKOUTLET K2 STA 10+37.99 N: 123942.42 E: 214059.86 37.99 LF 18" HDPE @ 0.61% FES K1 STA 10+00.00 N: 123929.65 E: 214024.08 BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) OWNER: GLANZ THOMAS J/LAURA P TRACT H OPEN SPACE DE TRACT IFUTURE DEVELOPMENTPROPOSED 100-YR FLOODPLAIN 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 11+50 37.99 LF 18" HDPE @ 0.61%FES K1STA 10+00.00INV. 4898.59 (E)OUTLET K2STA 10+37.99INV. 4898.82 (W)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL ST2 PLAN & PROFILESTORM DRAINS C3.1, D & K27 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 STORM DRAIN C3.1 PROFILE SCALE: SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25STORM DRAIN D PROFILE SCALE: NORTH STORM DRAIN K PROFILE SCALE: NORTH PROSPECT RD DK C3.1 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+00 PROPOSED GROUNDEXISTING GROUNDOUTLET E3STA 14+42.25INV. 4902.02 (SE)STMH E2 (6'Ø)STA 11+49.24RIM 4909.9±INV. IN 4901.38 (NW)INV. OUT 4901.38 (SE)27" PVC SANITARY STA.=13+76.07 INV.=4893.36 12" PVC WATER STA.=13+89.27 TOP=4900.00 FES E1STA 10+15.12INV. 4900.93 (NW)293.01 LF 48" RCP @ 0.22% 134.12 LF 48" RCP @ 0.34% 8" PVC NON-POTABLE WATER STA.=13+00.83 TOP=4899.80 100-YEAR HGL 18" MIN. 18" MIN.27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS27" SS 27" SS 12" W12" W12" W12" W12" W12" WNPNPNP NP NP NP NP NP NP NP NP NP NP SDSDSD SD SD SD SD SD SDNPNPNPXXX27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBL9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENTTRACT B FUTURE DEVELOPMENT SANITARY LINE A9 SEE SHEET SS3 SANITARY LINE A SEE SHEET SS2 STORM DRAIN G SEE SHEET ST4 EXISTING 27" SANITARY LINE OUTLET E3 STA 14+42.25 N: 124856.96 E: 213975.34 STMH E2 (6'Ø) STA 11+49.24 N: 124626.27 E: 214155.99 WATER LINE A SEE SHEET WT2 BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) 293.01 LF 48" R C P @ 0 . 2 2 % 134.1 2 L F 4 8 " R C P @ 0 . 3 4 % FES E1 STA 10+15.12 N: 124510.33 E: 214223.40 STREET E STREET DDETENTION POND C INTERIM POND B BOXELDER CREEKTRACT D FUTURE DEVELOPMENT PROPOSED DRAINAGE EASEMENT NON-POTABLE WATER LINE C SEE SHEET NP3 TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE 5' SIDEWALK 9' UTILITY EASEMENT FUTURE 72' ROW FUTURE 50' FL-FL 42' FL-FL66' ROW66 ' R O W 42 ' F L - F L 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT DRAINAGE EASEMENT PROPOSED 100-YR FLOODPLAIN 12" W12" W12" W12" W12" W12" WXXXXXXXXXXXX27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLGGGGGGGEEEEEEE5' S IDEWALK9' UT IL ITY EASEMENT5' SIDEWALK9' UTILITY EASEMENT WATER LINE B SEE SHEET WT4 STORM DRAIN H SEE SHEET ST4 EXISTING 27" SANITARY LINE INLET F2 STA 10+54.00 N: 124659.52 E: 214736.27 INLET F3 STA 11+16.64 N: 124609.07 E: 214773.40FES F1 STA 10+00.00 N: 124693.92 E: 214694.64 54.00 LF 15" RCP @ 3.50% 62.64 LF 15" RCP @ 2.50%FRONTAGE ROADDETENTION POND D BOXELDER CREEKTRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT 54' FL-FL 30'' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 80' ROW 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUND 62.64 LF 15" RCP @ 2.50% 54.00 LF 15" RCP @ 3.50%FES F1STA 10+00.00INV. 4902.86 (SE)INLET F3STA 11+16.64FL. EL 4910.5±INV. OUT 4906.32 (NW)INLET F2STA 10+54.00FL. EL 4910.7±INV. IN 4904.75 (SE)INV. OUT 4904.75 (NW)EX. 27" PVC SANITARY STA.=10+27.40 INV.=4896.86 12" PVC WATER STA.=11+08.20 TOP=4904.42 100-YEAR HGL 18" MIN. ST3 PLAN & PROFILESTORM DRAINS E & F28 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 STORM DRAIN E PROFILE SCALE: SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25STORM DRAIN F PROFILE SCALE: NORTH F E 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+50 PROPOSED GROUND EXISTING GROUNDOUTFALL G2STA 10+71.33INV. 4902.67 (SE)71.32 LF 30" HDPE @ 1.00%FES G1STA 10+00.00INV. 4901.96 (NW)100-YEAR HGL 27" S S 27" SS27" SS27" S S 27" S S NP NPNPNP NP NP NP NP NPNPXXX27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLSTR E E T E 9' UTI LI T Y E A S E M E N T 5' SI D E W A L K OUTFALL G2 STA 10+71.33 N: 124716.04 E: 214374.30 FES G1 STA 10+00.00 N: 124653.11 E: 214407.84 71.32 LF 30" HDPE @ 1.00%66' ROW42' FL -FL SANITARY LINE A SEE SHEET SS2 BOXELDER CREEK POND C TRACT D FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT E OPEN SPACE U&DE 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT 12" W12" W 12" W 12" WXXXXXXX 27" SS27" SS27" SS27" S S 27" S S 27" S S BL BLBLBLBLBL BLBLBLBLBLBLBL BL GGGEE E 5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK 9' UTILITY EASE ME NT OUTLET H2 STA 10+32.97 N: 124708.00 E: 214678.14 FES H1 STA 9+99.99 N: 124732.48 E: 214656.05 32.98 LF 18" HDPE @ 0.79% WATER LINE B SEE SHEET WT4 STORM DRAIN F SEE SHEET ST3 FRO N T A G E R O A DBOXELDER CREEKEXISTING 27" SANITARY SEWER POND D TRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+50 10+00 11+00FES H1STA 9+99.99INV. 4902.22 (SE)32.98 LF 18" HDPE @ 0.79%OUTLET H2STA 10+32.97INV. 4902.48 (NW)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL SD SD SD SD SDSDXX BLBLBLBLBLBLBLBLBLBLFES I1 STA 10+00.00 N: 124319.06 E: 213981.83 49.05 LF 18" HDPE @ 1.00% OUTLET I2 STA 10+49.08 N: 124349.86 E: 213943.65 TRACT G FUTURE DEVELOPMENT BOXELDER CREEKPROPOSED 30'' PEDESTRIAN ACCESS AND TRAIL EASEMENT POND F PROPOSED SUBDRAIN TRACT H OPEN SPACE DE 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0011+50 49.05 LF 18" HDPE @ 1.00%FES I1STA 10+00.00INV. 4900.49 (NW)OUTLET I2STA 10+49.08INV. 4900.98 (SE)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL 4890 4895 4900 4905 4910 4915 4920 4925 4930 4890 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0011+50 FES J2STA 10+60.18INV. 4905.04 (E)60.18 LF 36" RCP @ 0.47%FES J1STA 10+00.00INV. 4904.76 (W)PROPOSED GROUND EXISTING GROUND 100-YEAR HGL27" SS27" SS24" SSW W W W WWWWWW H2O H2O H2O BLBLBLBLBLBLBLBLBLBLBLB L BLBLBLW W H2O STFES J2 STA 10+60.18 N: 125302.93 E: 215273.15 60.18 LF 36" RCP @ 0.47% FES J1 STA 10+00.00 N: 125298.80 E: 215333.20 FES J1n INV. IN=4904.76 (W) N: 125307.62 E: 215333.80 60.18 LF 36" RCP @ 0.47% FES J2n INV. OUT=4905.04 (E) N: 125311.74 E: 215273.76 PROPOSED 10' GRAVEL TRAIL PROPOSED 30'' PEDESTRIAN ACCESS AND TRAIL EASEMENT BOXELDER CREEKFES J2n2 INV. OUT=4905.04 (E) N: 125320.56 E: 215274.37 FES J1n2 INV. IN=4904.76 (W) N: 125316.43 E: 215334.41 TRACT E OPEN SPACE U&DE 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY PROPOSED 100-YR FLOODPLAIN ST4 PLAN & PROFILESTORM DRAINS G, H, I & J29 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. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 STORM DRAIN G PROFILE SCALE: SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 27" SS EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE 12" WPROPOSED WATER LINE PROPOSED SANITARY SEWER E G T EXISTING IRRIGATION BOX SS W VAULT ELEC HY DCONTROL IRR H2O G EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER EXISTING WATER EXISTING ELECTRIC EXISTING ELECTRIC VAULT EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING GAS METER EXISTING TELEPHONE PEDESTAL KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25STORM DRAIN H PROFILE SCALE: NORTH NORTH STORM DRAIN I PROFILE SCALE: NORTH STORM DRAIN J PROFILE SCALE: J H G I 30" SS30" SS30" SS30" SS30" SS30" SS12" W12" W12" W12" W12" WSDSDSDSD SD SD SD SD SD SD SD SD W W W W SDSDSDCLEANOUT A3 STA 14+81.01 N: 124169.98 E: 213344.29 11.25° BEND A2 STA 13+91.47 N: 124152.51 E: 213432.11 CLEANOUT A1 STA 10+00.00 CONNECT TO EXISTING BOXELDER SUBDRAIN WITH NEW CLEANOUT N: 124152.51 E: 213823.58 391.47 LF 8" PVC @ 0.20%239.19 LF 8" PVC @ 0.20%STREET BEXISTING WATER LINE 20' DRAINAGE EASEMENT EXISTING BOXELDER SUBDRAIN SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 TRACT G FUTURE DEVELOPMENT SUBDRAIN B SEE SHEET SD2 89.54 L F 8 " P V C @ 0 . 2 0 % TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE DE 30.00' PEDESTRIAN ACCESS & TRAIL EASEMENT 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+00 391.47 LF 8" PVC @ 0.20% 89.54 LF 8" PVC @ 0.20% 239.19 LF 8" PVC @ 0.20% 151.62 LF 8" PVC @ 0.20% 268.94 LF 8" PVC @ 0.20%CLEANOUT & CAP A6STA 21+40.75INV. 4897.68 (S)CLEANOUT A5STA 18+71.81INV. 4897.14 (N)INV. 4897.14 (S)CLEANOUT A4STA 17+20.19INV. 4896.84 (N)INV. 4896.84 (S)CLEANOUT A3STA 14+81.01INV. 4896.36 (N)INV. 4896.36 (E)11.25° BEND A2STA 13+91.47INV. 4896.18 (W)INV. 4896.18 (E)CLEANOUT A1STA 10+00.00INV. 4895.40 (W)12" PVC WATER STA.=20+90.68 TOP=4905.57 27" PVC SANITARY STA.=20+63.72 INV.=4890.86 EXISTING GROUND PROPOSED GROUND30" SS30" SS30" SS30" SS30" SS30" SS30" SS30" SS27" SS27" SS27" SS27" SS8" SS12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WSD SD SD SD SD SD SD SD SD SD XXXXXXXXXXXXXXXXXX10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SSWCLEANOUT A5 STA 18+71.81 N: 124552.02 E: 213270.51 CLEANOUT A4 STA 17+20.19 N: 124400.81 E: 213281.63 239.19 L F 8 " P V C @ 0 . 2 0 % 151.62 LF 8" PVC @ 0.2 0 % 268.94 LF 8" PVC @ 0.20%STREET DSTREET B SANITARY LINE A SEE SHEET SS1 SANITARY LINE A SEE SHEET SS2 WATER LINE A SEE SHEET WT1 WATER LINE A SEE SHEET WT1 42' FL-FL66' ROW 9' UTILITY EASEMENT 9' UTILITY EAS E M E N T ABANDONED SANITARY LINE TRACT G FUTURE DEVELOPMENTTRACT B FUTURE DEVELOPMENT CLEANOUT & CAP A6 STA 21+40.75 N: 124820.96 E: 213271.36 TRACT F OPEN SPACE PROFILE SCALE: SUBDRAIN A SD1 PLAN & PROFILESUBDRAIN A30 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. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NOTES: 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTVLINEMATCHSTA15+50LIN EMAT C H STA 15+ 5 0 A 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 230.10 LF 8" PVC @ 0.20% 46.46 LF 8" PVC @ 0.20% 255.99 LF 8" PVC @ 0.20% 21.72 LF 8" PVC @ 0.20% 117.96 LF 8" PVC @ 0.20% 6.08 LF 8" PVC @ 0.20% 70.15 LF 8" PVC @ 0.20% 53.26 LF 8" PVC @ 0.20% 213.60 LF 8" PVC @ 0.20%CLEANOUT & CAP B12STA 20+15.34INV. 4897.44 (SW)DEFLECTION B11STA 19+62.08INV. 4897.33 (NE)INV. 4897.33 (W)CLEANOUT B10STA 18+91.92INV. 4897.19 (E)INV. 4897.19 (S)CLEANOUT B9STA 18+85.84INV. 4897.18 (N)INV. 4897.18 (SE)DEFLECTION B6STA 16+72.24INV. 4896.75 (NW)INV. 4896.75 (SE)45° BEND & CLEANOUT B5STA 15+54.28INV. 4896.51 (NW)INV. 4896.51 (S)DEFLECTION B4STA 15+32.55INV. 4896.47 (N)INV. 4896.47 (SW)11.25° BEND B3STA 12+76.56INV. 4895.95 (NE)INV. 4895.95 (SW)45° BEND & CLEANOUT B2STA 12+30.10INV. 4895.86 (NE)INV. 4895.86 (W)CLEANOUT B1STA 10+00.00INV. 4895.40 (E)EXISTING GROUND PROPOSED GROUND 8" PVC NON-POTABLE WATER STA.=19+52.49 TOP=4906.83 27" PVC SANITARY STA.=19+63.69 INV.=4893.78 15" 48" RCP STORM STA.=18+96.65 INV.=4901.85 8" PVC NON-POTABLE WATER STA.=18+23.59 TOP=4901.09 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS12" W12" W12" W12" W12" W12" W12" W 1 2 " W 1 2 " W 1 2 " W NPNPNPNPNPNPNPNPNPNPSDSDSDSDSDSDSDSDSDSDSDSDSDS D S D S D S D S D NPX X X XXXXXXXXXXXX X XXXXXXX27" SS 27" SS 27" SS 27" SS 27" SS 27" S S 27" S S 27" S S 27" S S 27" S SWBL BL BL BL BL BL BL BL BL B L BL BL BL BL BLB L B L BL BL BL BL B L BL B L BL B LBLBLBLSD SD SD SD SD X XXXXCLEANOUT & CAP B12 STA 20+15.34 N: 124852.10 E: 214125.45 DEFLECTION B11 STA 19+62.08 N: 124818.15 E: 214084.41 CLEANOUT B10 STA 18+91.92 N: 124794.99 E: 214018.19 CLEANOUT B9 STA 18+85.84 N: 124789.15 E: 214016.48 DEFLECTION B6 STA 16+72.24 N: 124620.97 E: 214148.17 45° BEND & CLEANOUT B5 STA 15+54.28 N: 124519.00 E: 214207.47 DEFLECTION B4 STA 15+32.55 N: 124497.99 E: 214201.95 11.25° BEND B3 STA 12+76.56 N: 124289.91 E: 214052.83 45° BEND & CLEANOUT B2 STA 12+30.10 N: 124247.59 E: 214033.65 CLEANOUT B1 STA 10+00.00 CONNECT TO EXISTING BOXELDER SUBDRAIN WITH NEW CLEANOUT N: 124166.55 E: 213818.30 230.10 LF 8" PVC @ 0 .20% 46.46 LF 8" PVC @ 0.20% 2 5 5 . 9 9 L F 8 " P V C @ 0 . 2 0 % 21.72 LF 8" PVC @ 0.20% 117.96 LF 8" PVC @ 0.20% 6.08 LF 8" PVC @ 0.20% 70.15 LF 8" PVC @ 0.20% 53.26 LF 8" PVC @ 0.20% 213.6 0 L F 8" P V C @ 0.2 0 % SANITARY LINE A9 SEE SHEET SS3 SANITARY LINE A SEE SHEET SS2 STORM DRAIN E SEE SHEET ST3 B O X E L D E R C R E E K ABANDONED 27" RPM SANITARY SEWER (BOXELDER SANITATION) BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) WATER LINE A SEE SHEET WT2STREET DSTR E E T E SUBDRAIN A SEE SHEET SD1 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT NONPOT WATER LINE B SEE SHEET NP2 STORM DRAIN LINE I SEE SHEET ST4 PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT NONPOT WATER LINE C SEE SHEET NP4 NATURAL HABITAT BUFFER ZONE (NHBZ) TRACT I FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT D FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE PROPOSED 100-YR FLOODPLAIN SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SUBDRAIN B SD2 PLAN & PROFILESUBDRAIN B31 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. before you dig.Call R PROFILE SCALE: NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 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 CONSTRUCTION SHALL BE PER ELCO WATER DISTRICT, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER BOXELDER SANITATION DISTRICT SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A COVER FROM 4.5' (MIN.) - 6' (MAX.) FROM FINISHED GRADE TO TOP OF PIPE. 6.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. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 12.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25B / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX XXXXXXXXXX X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX XX10" SS10" SS10" SS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / T V.P. GASTESTSTA TESTSTAX X X / / / / / / / /X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XGAS GAS GAS ELEC ELEC ELEC ELEC ELECELECELECELEC ELEC ELEC BLBLBLBLBL BL BL BL BLBLBLBLBL BL BL BL BL BL BLBLBLBLBLBLBL BLBLBL BLBLBLBLBL BL BLBL BL BL BLBLBLBLBLB L B L S H2O H2O W TFES H2O H2O W H2O H2O W FE SH2O HY D S FE SD SGX XGGGE E EEEGGGE GGTOHU OHU OHU OHU OHU OHU OHU S S 12" W FE SD FE SW W H2O H2O H2O H2O HYDW ST12" W PROSPECT ROADSTREET BSTREET E FRONTAGE ROAD INTERSTATE - 25SWFRONTAGE RDC A N A L D R I V E SMITHFIELD DRIVESTOCKTON AVENUESHERRY DRIVEEAST LOCUST ST R E E T INTERSTATE - 25PLEASANT ACRES DRIVE TRACT B FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT 66' R.O.W 9' UTILITY EASEMENT (TYP.) 76' R.O.W 9' UTILITY EASEMENT (TYP.) TRACT D FUTURE DEVELOPMENT TRACT CFUTURE DEVELOPMENTU&DEOWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERTSON DAVID MOWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADECARLA MOWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM OWNER: NORMANDIN KIM W OWNER: JORDAN DAVID W OWNER: SILVERTIP REALTY LLC OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: R W PROPERTIES OWNER: AMERIGAS PROPANE LP OWNER: SCHNORR GARY L TRUST OWNER: CT ENTERPRISES LLC OWNER: 901 HOLDING COMPANY LLP OWNER: DAKA PROPERTIES LLC OWNER: FORNEY INDUSTRIES INC OWNER: 3824 CANAL LLC OWNER: 3800 CANAL DR LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS OWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER:DEAN ANDREW G OWNER: BALDWIN THOMAS R/JANELLE R OWNER: CROISSANT PETER A OWNER: SLATE ROBERT STEPHEN OWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA KOWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M OWNER: GONZALES THOMAS M/CAROLINA G OWNER: KOVAR KENNETH L/LINDA L OWNER: TECHNICAL MOLDED PRODUCTS INC. OWNER: ABRAMS LOUIS BROWN REVOCABLE OWNER: STOCKTON LLC OWNER: US MOBILE MODULAR OWNER: US MODULAR SALES CO OWNER: AMERIGAS PROPANE LP OWNER: SOUKUP REED M/CATHARINE KOWNER: COOPERSLEWOPENSPACE ASSNOWNER: 3445KENWOOD DR LLCOWNER: SMITHMACKENZIE ROWNER: SULLIVANSHERI SUEOWNER: BACADAVID/LUCIE IOWNER: GRIEGOPATRICIA J TRUSTOWNER: SECORRAYMOND D/ANN DOWNER:RAINSBERGERNICHOLAS JKENWOOD DRGREENBRIAR DRBOXELDER DR OWNER: ROGERSROY D/SHARON SOWNER: OAKESFAMILY TRUSTOWNER: NEWTONGERRITT BOWNER: MCNEAL STEPHEN W OWNER: GEILENKIRCHEN GLEN J OWNER: WERTHGAIL ROWNER: LUNDEERIK/LUCILEOWNER: PIOTROWSKIPETER MARKSURREY LN PROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENINGOWNER:DAVIDSON REEDOWNER: MOWERY DEVELOPMENT LLC FRONTAGE ROADBOXELDER CREEKBOXELDER CREEK 100-YEAR OVERFLOW CHANNEL 66' R. O. W BOXELDER CREEK C A C H E L A PO U D R E I N L E T C A N A L LA K E C A N A L SMITHFIELD DRIVE FUTURE CONNECTOR ROADWAYFUTURE CONNECTOR ROADWAYFUTURE COMMERCIAL LOCAL ROADWAYINTERIM POND GINTERIM POND E POND C POND D INTERIM POND B OWNER: 1303 FRONTAGE HOLDINGS LLC EXISTING BOX CULVERTS EXISTING BOX CULVERTS BOXELDER CREEK NATURAL HABITAT BUFFER ZONE BRIDGE DESIGN BY OTHERS CDOT ROW CDOT ROW BOXELDER CREEK NATURAL HABITAT BUFFER ZONE ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODPLAIN PROPOSED IRRIGATION POND F U T U R E C H A N N E L ( B Y O T H E R S ) POND F EMERGENCY SPILLWAY EMERGENCY SPILLWAY EMERGENCY SPILLWAY STORM DRAIN LINE A SEE SHEET ST1 STORM DRAIN LINE B SEE SHEET ST1 STORM DRAIN LINE C SEE SHEET ST1 STORM DRAIN LINE D SEE SHEET ST2 STORM DRAIN LINE E SEE SHEET ST3 STORM DRAIN LINE F SEE SHEET ST3 STORM DRAIN LINE G SEE SHEET ST4 STORM DRAIN LINE H SEE SHEET ST4 STORM DRAIN LINE I SEE SHEET ST4 STORM DRAIN LINE J SEE SHEET ST4 TRACT G FUTURE DEVELOPMENT TRACT F OPEN SPACE TRACT H OPEN SPACE DE TRACT J FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT A OPEN SPACE DE STREET D KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH OG1 OVERALL GRADING PLAN32 ( IN FEET ) 1 inch = ft. Feet0200200 200 400 600 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXWWWWWWWWWWWWWWWWWWWWWWWWWWWC A N A L D R I V E OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC OWNER: RASS HOLDINGS LLC OWNER: TECHNICAL MOLDED PRODUCTS INC. OWNER: ABRAMS LOUIS BROWN REVOCABLE L A K E C A N A L 2:12:12:12:1 2:1 2:1 2:12:12:12:12:12:14:1 4:14:14:1 7:1 4:14:14:14:14:12:1 9:17:10.6% 0.8% 0.8% 0.6% FUTURE DOG PARK 11.00 14.00 2.00 2.0011.0014.0016.0016.2017.4317.152.0011.0014.002.0011.00 14.00 (15.33)14.002.00 14.0011.002.0011.0016.0016.00 16.0016.96 ?? ???????2.0% 2.0%4.0% 6.7% 4.1% 7:1 2.0% IRRIGATION POND 2.00 11.002.0011.00(1.5:1)(1.0%)(1.4:1)(1.8:1)(2.1:1)(3.2:1)(1.0%)(1.9%)(2.5:1)(1.7:1)(1.7:1)(1.3:1)(1.3:1)(0.9:1)(2.1:1)(8.3:1)(20.42)(20.71)(20.54)(20.32)(20.30)(18.53) 17.05 18.18 18.76 17. 7 1 17.33 16.80 16.65 12.94 12.54 17. 7 9 17.27 17.1317.012 . 0%40' CITY OF GREELEYWATERLINE EASE MENT REC. NO. 20060044720PROPOSED 40' PEDESTRIANACCESS AND TRAIL EASEMENT F U T U R E D R A I N A G E C H A N N E L F U T U R E D R A I N A G E C H A N N E L FUTURE TRAIL SEE SHEET CS4 FOR ADDITIONAL INFORMATION EXISTING CITY OF GREELEY WATER LINE (BELLVUE 10 60") PROPOSED ACCESS ROAD FEMA 100-YR HIGH RISK FLOODPLAIN EXISTING ACCESS ROAD 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 PROPOSED ACCESS ROAD AT EXISTING GRADE PROPOSED 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT TRACT A OPEN SPACE DE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G1 GRADING PLAN33 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G3 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G2 10" SS10" SS10" SS10" SS10" SS10" SS10" SSSSSSSSOWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA K2:1 2:12:12:1 4:1 4:14:10.6% 0.8% FUTURE DOG PARK FUTURE DOG PARK 11.00 14.00 (15.33)PEDESTRIAN BRIDGE2.00 11.002.0011.0014.00 CACH E L A P O U D R E I N L E T C A N A L 17. 7 1 17.33 16.80 16.65 16.16 12.94 13. 2 5 13. 5 0 13. 2 5 12.94 12.58 12.54 18.14 18.14 (16.76) (16.83) (16.83)(16.97)(16.39)(1 6 . 4 1 )(16.44)(16.36)(1 8 . 3 1 )(18.38)(1 8 . 2 0 )(18.46)2 . 0%2.0%2.0% 2 . 0%6.4%5.0%5.0% 3.5% PROPOSED 10' ACCESS ROAD PROPOSED 10' ACCESS ROAD AT EXISTING GRADE EXISTING TOP OF BANK NATURAL HABITAT BUFFER ZONE (NHBZ) NON-POTABLE PUMPHOUSE BY OTHERS TRACT B FUTURE DEVELOPMENT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 20' NON-POTABLE WATER EASEMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G2 GRADING PLAN34 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G1 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G3OWNER: BEITZ MAYNARD L/CALISTA K OWNER:SHEAFORSHERYL XXXXXXXX2 4 " SS 2 4 " SS24" SS24" SS24" SS24" SS24" SSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWWW WWWWW W W W W W OWNER: HIXON TIMOTHY R OWNER: 913 SMITHFIELD LLC OWNER: AMERICAN BUILDERS AND CONTRACTORS L A K E C A N A L 0.8%4:12.0%3.3%2.0%2.0%3.6%FUTURE DOG PARK 2.0%(1.7:1)(1.1:1)(3.1:1)(1.4:1)(5.7:1)(1.2:1)(1.0:1)(142.2:1)(2.3%)(1.1:1)(0.9:1)(4.2:1)(2.3%)(2.8:1)(1.2:1)(2.1:1)(1.3:1)(3.0:1)(1.3:1)(1.9:1)(9.1:1)(4.4:1)(1.7%)(0.9%)(0 . 4 % ) 2.2%(16.97)(17.09) (17.13) (17.03) (16.70) (16.72) (17.14) (17.20) (17.58) (17.65) (17.75) (17.49) (17.46) (17.54) (17.45) (17.42) (17.38) (18.16) (18.15) (17.99) (17.79) (17.55) (17.31) (17.06) (17.00) 0.1 %17.6318.51 17.73 18.22 18.23 17.73 17.85 17.83 17.83 (18.54)(19.46)(18.71)(17.93)(18.42)(18.43)(17.93)(18.05)(18.03)(18.03)2.3%2.0%2.3%2.0%2.0%3.4%4.6%4:14:1(17.83)40' CITY O F G R E EL E Y WAT E RLI N E E A S E M E N T REC. N O. 20060044720PROPOSED 40' PEDESTRIANACCESS AND TRAIL EASEMENTPRO P O S E D 30' P E D E S T RI A N ACC E S S A N D T R AIL E A S E M E N T EXISTING CITY OF GREELEY WATER LINE (BELLVUE LINE 10 60") FUTURE TRAIL SEE SHEET CS4 FOR ADDITIONAL INFORMATION PROPOSED 10' ACCESS ROAD AT EXISTING GRADE PROPOSED 10' ACCESS ROAD TIE TO EXISTING GRADE ON NORTH SIDE EXISTING GRAVEL ACCESS ROAD PROPOSED 30' PE DESTRIAN ACCESS A ND TRAIL EASE ME NT PROPOSED 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT F U T U R E C O O P E R S L O U G H D R A I N A G E C H A N N E L NATURAL HABITAT BUFFER ZONE (NHBZ) 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 TRACT B FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 20' NON-POTABLE WATER EASEMENT 20' NON-POTABLE WATER EASEMENT PROPOSED 100-YR FLOODPLAIN C A C H E L A P O U D R E I N L E T C A N A L SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G3 GRADING PLAN35 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G1 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G4MATCHLINE-SEE SHEET G2 XXXXXXXXXXXX X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X XX XXXXXXXXXXXSSSSSSSSSSSSSSSSSSSSSS24" SS2 4 " SS 2 4 " SS24" SS24" SS24" SS24" SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SS 2 4 " SSXFO FO 24" SS24" SS24" SS24" SS24" SS24" S S 24" S S 24" S S 24" S S 24" S S 24" S SWWWWWW WWWWWWWWWWW W W W W WWWWWWWWWWWWWWWWWW WWWWWW / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /BLBLBLBLBLBLBLBLBLBLBL BL BL BL BLBLBL BL BLBL BL BLBLBLBLBLBLBLBLBLBLBLBLB L BLBLBLBLBLH2O H2O DAVID W LAKE C A N A L (2.1:1)(1.5:1) (2.2:1) (8.7:1)(1.3:1)(4.7:1)(1.7:1)(6.9:1)(3.3:1)(0.9:1) 2.3% 5.1%2.1%2.1%5.0%4:15.1%(16.48) (16.60) (16.50) (16.00) (15.27) (15.42) (16.11)(16.08)16.02 12.87(9.28)17.632.0%17.4417.2517.5316.5417. 5 1(17.24)(1 7 . 1 9 )(17.51)(17.45)(1 7 . 6 4 ) (1 7 . 8 3 ) 7.4% 6.4%10.9%5:1(9.57)(9.58)BOXELDER CREEK10.18 10.38 10.76 10. 8 7 11.230. 9% 10.50 10.35CACHE LA POUDRE ACCESS EASEMENT REC. NO. 97075689 40' CI T Y O F G R E E L E Y WATE R LI N E E A S E M E N T REC. N O. 2 0 0 6 0 0 4 4 7 2 0 FUTURE TRAIL SEE SHEET CS4 FOR ADDITIONAL INFORMATION EXISTING CITY OF GREELEY WATER LINE (BELLVUE LINE 10 60") EXISTING GRAVEL ACCESS ROAD PROPOSED 10' ACCESS ROAD AT EXISTING GRADE NATURAL HABITAT BUFFER ZONE (NHBZ) EROSION BUFFER LIMITS PROPOSED 10' ACCESS ROAD TIE TO EXISTING GRADE ON NORTH SIDE EXISTING TOP OF BANK NATURAL HABITAT BUFFER ZONE (NHBZ) PRO P O S E D 3 0' S A NI T A R Y S E W E R E A S E M E N T TO B O X E L D E R S A NI T A TI O N DI S T RI C T P R O P O S E D 3 0 ' W A T E R L I N E E A S E M E N T 50' RIGHT OF WAY FOR CACHE LA POUDRE RESERVOIR BOOK 1338, PAGE 10 PROPOSED 30' PEDESTRIANACCESS AND TRAIL EASEMENT11.36 11.22 12.7112.8415.9315.75 0. 3 % 0 . 9% 7.80 8.0011.16 TRACT D FUTURE DEVELOPMENT 100' IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT CACHE LA POUDRE INLET CANALTRACT A OPEN SPACE DE PROPOSED 100-YR FLOODPLAIN KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G4 GRADING PLAN36 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK 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. before you dig.Call RMATCHLINE-SEE SHEET G5MATCHLINE-SEE SHEET G6 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 G3 G4 G5 G6 G1 G7 G8 G9 G10 G2 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G3 24" SS24" SSWWWWWWWWTRACT D FUTURE DEVELOPMENT FUTURE DEVELOPMENTTRACT D FUTURE DEVELOPMENT FUTURE COMMERCIALLOCAL ROADWAYTRACT CFUTURE DEVELOPMENTU&DE0.3%??? ???0.7%0.7%0.7%??? ???0.7%0.6% 0.8% ???23.5%(1.3:1)(1.4:1)(2.9:1)(17.31) (17.06) (17.00)4:1CACHE LA POUDRE IN LET CANA L FUTURE 9' UTILITY EASEMENTFUTURE 9' UTILITY EASEMENTPROPOSED 30'WATER LINE EASEMENTEXISTING GRAVEL ACCESS ROAD NATURAL HABITAT BUFFER ZONE (NHBZ) FUTURE 72' ROW FUTURE 50' FL-FL EXISTING 100-YR FLOODPLAIN TRACT B FUTURE DEVELOPMENT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT 30' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G5 GRADING PLAN37 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call RMATCHLINE-SEE SHEET G6MATCHLINE-SEE SHEET G3 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G7MATCHLINE-SEE SHEET G7 MATCHLINE-SEE SHEET G4 / / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXX/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS24" SS24" SST FO I 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS W W W W W W W W WWWW W W WWWWWWWWW W W WWWWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /F.O. BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL BLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLBLBLFE SD GGGGGGGGGE E E E E E E E E STFE SDST FE SW W H2O H2O H2O HY DWWWWWWWST STSTSTSTSTSTST9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK FRONTAGE ROAD BOXELDER CREEK OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: 1303 FRONTAGE HOLDINGS LLC BOXELDER CREEK0.5% 0.5% 0.5%4.343. 9 4 3.614.4%4.7%2.7%4.7%3.2%6.9%8:1 4:15:12.0%2.1%2.0%(4.4:1) (0. 8 : 1 ) (1.7:1)(1.6%)9.482.4%10.37 10.34 10.9411.1711.69 11. 7 411.52 11. 8 9 2.3%8.139.5010.267.697. 7 6 9.31 9. 1 7 9.288.56 11.1115.052.0% 4 . 8% 4 . 8% 2.6%0.4%5.0 4 4.761.8%6.00(7.67)(9.00)6.966.005.165.355.70 5.033.964.625.19(10.00)(5.52)(5.21)(5.00)(5.22)5:14:1 (8.6%) (7.1:1) 2 . 8% 4:1 2.0% (4.9: 1 ) FES J1 FES J2 9.64 9.13 9.3 0 9.19 4.76 4.7 6 (3 .69 ) (3 .87 ) (3. 9 1 )9.185. 0 4 5.04(16.08)16.02 7.4% 6.4%10.9%5:16.31 8.00(7.97)9.269.799.208.8 1 (8. 0 0 ) 8.1 3 (7. 1 7 )(8.21)(8.36)(10.84) 10.76 1 0 . 0 7 2.1%11.23 0.0% 11.230.9%1.9%(6.0 0 ) (9.6 0 ) (1 4 . 9 4 ) (6.3 6 )4:15:1 5:12.1% 8.92 9.91 DETENTION POND C DETENTION POND D EXISTING DETENTION POND 54' FL-FL80' ROWPROPOSED ROW EXISTING 100-YR FLOODPLAIN PROPOSED 30' PEDESTRIANACCESS AND TRAIL EASEMENT(WIDTH VARIES)FUTURE TRAIL SEE SHEET CS4 FOR ADDITIONAL INFORMATION PROPOSED 8' GRAVEL MAINTENANCE ACCESS ROAD PROPOSED 10' GRAVEL MAINTENANCE ACCESS ROAD STORM DRAIN J SEE SHEET ST4 30' S A N I T A R Y S E W E R E A S E M E N T TO B O X E L D E R S A N I T A T I O N D I S T R I C T 2' DRAINAGE PAN 2' DRAINAGE PAN BOXELDER CREEK NATURAL HABITAT BUFFER ZONE NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING CDOT ROW (8. 0 9 ) (8. 0 0 ) (8. 0 0 ) (8. 0 0 ) (7. 0 0 ) (7. 0 0 ) 8.4 2 8.4 3 8.1 9 8.1 2 8.1 4 8.3 5 9.199.0 3 8.8 7 8.5 1 7.9 5 8.1 6 8.95 9.138.24 8.31 9.56 9.30 8.84 8. 9 0 9.309.307. 9 3 7. 8 6 8.189.27 9.20 8. 2 2 9. 0 29.509. 5 0 8. 9 2 8.051 0 . 2 7 11.461 1 . 0 8 10.791 0 . 6 2 1 0 . 4 8 1 0 . 3 7 9.2 4 9.2 7 9.216.338. 8 5 8.049. 3 0 9.3 0 6.7 0 6. 7 7 7.637.227. 5 0 7. 6 2 9. 3 0 9.307.567. 5 1 7.1 0 6. 9 8 6.6 8 6.3 4 8.239.5 0 8. 7 6 8.918.00 9.049.609. 2 0 9. 2 2 9. 2 3 7. 3 1 7.1 29.209.2 1 6.9 66.616.619.200.5% 0.5% 0.5% 0.5% 0.5%0.5%0.5%2.1% 1.9%6.7%2.1% 1. 9 % 8. 0 % 8: 1 4. 3 % 2. 0 % 0.0%2.5%2.3%3.2%1.7%7:15:18.8%2.1%2.0%7:10.0%4:17:12.1%7:15:10.4%(7. 0 0 ) (6. 5 5 ) (6. 0 5 ) (6. 0 2 ) (6. 1 9 ) (5. 9 9 ) (6. 1 0 ) (7. 0 0 ) 6. 4 66.602.7% 2.2 % 9.3%5.2%2.1%(5.43)6.006.006.006.006.006.006.006.006.007.0%3.4% TRACT J FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT E OPEN SPACE U&DE IRRIGATION EASEMENT TO NEW CACHE LA POUDRE IRRIGATING COMPANY 30' UTILITY EASEMENTREC. NO. 9700410130' WATERLINE EASEMENT PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODPLAIN SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G6 GRADING PLAN38 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G4 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G5MATCHLINE-SEE SHEET G8 XXXXXXXXXXXXXXXXXXXX10" SS10" SS10" SS10" SS10" SS10" SS10" SS 10" SS 10" SS10" SS10" SS BLBLTRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT INTERIM POND B STREET D STREET BFUTURE CONNECTOR ROADWAYFUTURE CONNECTOR ROADWAYKENNTH E & JULIE ANNOWNER: SEA STARLIMITED PARTNERSHIPOWNER: DESELMSROBERT A & K DENISEOWNER: ANDERSONKENNTH E & JULIE ANN2.592.230.4%5:14:17:15:14:19:18:14:14:19:14:1 4 : 1 4:1 5: 1 6: 1 4: 1 8: 10.5% 1.9% 0. 6%0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5% 0.5%0.5%0.5%8.438.748.770 . 9%8.912. 5%7.895.5 6 4.7% 4.0% 10.59 10.51 (9. 3 7 ) (9.34) (9. 3 1 ) 10.07 9.61 8.75 10.93 10.67 9.29FL10.50TBW4. 0 8 4.885. 2 9 5. 6 7 6. 1 06.567. 0 2 7. 0 8 7. 3 7 7. 6 2 7.868.03 7.96 8.07 (8.35) 11.18 11.3211.20TBC11.21TBC11.1011.1711.43 11.390.5%1 . 0% 4:1 4:13:15:18:1(9.34)(9 . 3 4 )(9.04)(8 . 8 2 )(8.52)(8.33) (9 . 3 9 )3.292. 8 3 4.494. 7 7 2.482.533.413.122.783.034.18 4.305.026:12. 5 %2.6%7.5%4:15:112:111:1 (9 . 3 3 )(9.22)(9.16)(9.58)(9.48)(9.41)(9 . 2 0 ) (9 .37 )10.0510.971 0 . 6 7 1 0 . 5 6 10.5110.8410.79(8.80)(8.77)(8.71)(8.73) (8.51)(8.57)(8.49) (8.46) 10. 7 0 TB W 9.57 FL 6.8415.0%0.5%6.05(7.00)6.25 6. 2 5 0.49 5.65 2. 0 % 2. 0 % 7: 19.980.5%0.5%0.5%0.5%4:15:1 (8. 4 8 ) (8. 5 7 ) (9. 0 0 )(7.38) (7. 8 1 ) (7. 4 8 ) (8.02) (7.80) (7.44) OUTLET E3 OUTLET I2 3.265.65 (6.72)6.254.3 7 5 : 1 5:1 9.68 3.14 3.8 19.08 DETENTION POND FFUTURE 9 ' UT IL ITY EASEMENTFUTURE 9 ' UT IL ITY EASEMENTFUTURE 9' UTILITY EASEMENTFUTURE 9' UTILITY EASEMENT8.53 FL 9.70 TBW2.0%STORM DRAIN E SEE SHEET ST3 66' ROW 42' FL-FL PROPOSED 8' CROSS PAN PROPOSED 8' CROSS PAN FUTURE STORM DRAIN TEMPORARY SWALE BOXELDER CREEK NATURAL HABITAT BUFFER ZONE PROPOSED OUTLET STRUCTURE PROPOSED 2' CONCRETE PAN 76' ROW54' FL-FLPROPOSED SIDEWALK CULVERT PROPOSED SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN FUTU R E 3 6' FL-F L FUTU R E 5 7' R O W FUTURE 36' FL-FL FUTURE 57' ROW SECTION LINE (TYP.) 7.96 7.969.072.992.172.14 2.48 2.43 4:13.264.20 4.204.80 1.02 1.21 1.451.13 1. 3 8 1.701.621.892. 0 4 2. 3 6 2. 5 6 2. 8 4 (8. 3 9 ) (8. 1 9 ) (7. 8 1 ) (7. 6 6 ) (7. 5 5 ) (7. 4 3 ) (7. 2 2 ) 5.48 0.5%0.5%0.5%0 . 6%4.222.922. 4 6 2.241.941.5% 2.2 % 8.9% 2. 1 % 2. 5 % 3.1 % 2. 1 % 5.6% 5.7%1.1%7.8% 3.65 3.67 3.67 PROPOSED 100-YR FLOODPLAIN SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G7 GRADING PLAN39 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G9 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G8 XXXXXXXXXXXXXXXXXXXXX X X X27" SS27" SS27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS8" S S BLBLBL BLBLBL BL BL BL BL BL BL BL BLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBL BL BLBLBL BL BL BL BL BL BLBL BL BL BL BL BL BLBLBL BL BL BL BL BL BL BL GGGGGGGGGGGGGGE EEEE E E E E E E E E E EEGG9 ' U T I L I T Y E A S EM EN T 5 ' S ID EW A L K 9 ' U T I L I T Y E A S EM EN T 5 ' S ID EW A L K 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK DETENTION POND C DETENTION POND DFUTURE 9' UTILITY EASEMENTFUTURE 9' UTILITY EASEMENTTRACT CFUTURE DEVELOPMENTU&DEFRONTAGE ROAD S T R E E T EFUTURE COM MERCIAL LOCAL R OAD WAY BOXELDER CREEK BOXELDER CREEK 0.5% 0.5% 0.5% 0.5% 0.5%4.343.943.613. 2 3 2.83 2.60 2.58 2.3%5.1%4.4%4.7%2.7%4.7%3.2%6.9%8:1 4:15:15:14:19.1%2.0%2.7 %4:16:16:17:12.2%5:15:1 6: 1 6: 10.6%???0.4%??? ??? 3. 4 6 3.20 3.44 3. 3 4 8.104: 1 5:1 5:1 10:10.5% 0.0%2.1% 2.2%2.0% 0.5%0.8%0.5% 3.27 4.51 4.285.975.4 6 5.214.063.943.593. 2 5 3.052. 8 9 2.72 9.10 9.30 9.30 9.309.309.222.923. 0 5 3.28 0. 5 % 5.0%4.9% 2 . 4%8.098.358.436.218:18.5 2 FL 9.69 TBW 7.95 9.0 7 9.08 7.07 2 . 0% 2.0 % 2 . 0%8.748.770 . 9%8.912. 5%7.898.75 (9 .37 )6.252. 0 % 2. 0 % 7 : 1 10.54 10.76 9.58 4.52 0.5%4:12.1%7:13.2%3.313.303.143.588.758.648.654.384.384.364.438.95 6.095.425.684. 7 8 5.0 2 2 . 0% 2. 9 % 4: 1 2. 4 %2.0% 1.8 %1.5%2.1%3.8% 1. 9 % 1.8 %1.5%2.1% 5 : 1 7: 1 8: 1 4:17:1 0.5% 0.5% 0.5 % 3.58 3.61 0.7%2.0%9.309.306.37 0.5%0.5%0.5%0.6%0.5%0.5%0.4% 0.5% 4.2 4 9.74 9.88 6.00(7.67)(9.00)6.966.005.165.355.70 5.033.964.625.19(10.00)(5.52)(5.21)(5.00)(5.22)5.00 6.00 5.00 6.00 2.867.036.00 4.554. 3 7 4. 7 1 3.893.0 8 2. 8 76.006.00 (5.87)3.15 3. 4 9 3. 6 7 3. 8 0 FES G1 OUTFALL G2 INLET F3 INLET F2 FES F1 OUTLET H2 FES H1 FES E1 STMH E2 (6'Ø) 3. 2 6 1.77 3.267.985.65 7.38 9.309.308.706.975.427.576.1 89.108.1 0 8.308.30 2.80 3. 3 04.014.344:17:14:15:1 5: 1 8.87 8.84 8.76 8. 9 1 8. 8 7 8.806.11 9.306.27 3.86 3.44 4.38 4.25 8.12 7.64 6.31 3.8 19.089.26DETENTION POND C 6.00 5.00 5.00 6.00 6. 0 0 DETENTION POND D2.0% 7.95 8.53 FL 9.70 TBW2.0%FUTURE72 ' ROW FU TURE 5 0 ' F L -F L FU T U R E 7 2 ' R O W FU T U R E 5 0 ' FL- F L 2' DRAINAGE PAN FUTURE STORM DRAIN 54' FL-FL66' R O W42' FL-FL FUTURE STORM DRAIN PROPOSED SIDEWALK CULVERT P RO PO S E D 3 0 ' P E D E S T R I A N A C C E S S A N D T R A I L E A S EM E N T (W I D T H V A R I E S ) BOXELDER CREEK NATURAL HABITAT BUFFER ZONE PROPOSED ROW PROPOSED ROW EXISTING 100-YR FLOODPLAIN EROSION BUFFER LIMITS EROSION BUFFER LIMITS STORM DRAIN G SEE SHEET ST4 PROPOSED SIDEWALK CULVERT PROPOSED 30' PEDESTRIANACCESS AND TRAIL EASEMENT(WIDTH VARIES)3' EMERGENCY SPILLWAY 30' EMERGENCY SPILLWAY STORM DRAIN H SEE SHEET ST4 STORM DRAIN F SEE SHEET ST3 BRIDGE DESIGN BY OTHERS ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. EXISTING 100-YR FLOODWAY EXISTING 100-YR FLOODPLAIN PROPOSED DRAINAGE EASEMENT 30' S A N I T A R Y S E W E R E A S E M E N T TO B O X E L D E R S A N I T A T I O N D I S T R I C T 2' DRAINAGE PAN TYPE L BURIED RIPRAP TYPE L BURIED RIPRAP 2' DRAINAGE PAN BOXELDER CREEK NATURAL HABITAT BUFFER ZONE 7.969.0710.44(2.72) (2.80) (2.73) (2.70) 1.57 1.87 2.62 (3. 9 1 ) 12.83(3.48)(2.97)4:14: 1 4:1 5 0 : 1 50: 1 48:15.1% 2. 1 %2.0%0.5%2.763.02 3.046.6 8 6.0 5 2.86 2.87 DETENTION POND G 2. 8 4 (1.77) (1. 0 0 ) (0. 5 4 ) 5.65 9.94 4.225.6% 5.7%7.8%10.7910.6210.4810.379.2 4 9.2 7 9. 2 1 6.338. 0 4 9.309.3 0 6.7 0 6.777. 6 3 7.227.506.6 8 6.3 4 7.1 2 9. 2 0 9.2 1 6.9 6 6. 6 16.619.200.5% 0.5% 0.5%5:18.8%2.1%2.0%7:10.0%4:17:12.1%7:15:10.4%(6. 1 0 ) 6. 4 66.605.2%2.1%(5.43)6.006.006.006.006.006.006.006.006.006.006.006.0 0 6.006.0 0 6.006.001.9%2. 0 % 1 3 . 3 % 9.2 2 1 0 . 2 8 5.925.395.396. 5 8 9.30 9.30 8.00 9.1710.099.12 9.08 9. 9 6 9.829.629.00 8.989.569.469. 2 8 9. 1 8 8. 9 8 4.50 4.55 4.52 4.43 4.40 4.48 4.76 4.81 4.79 9.30 7.22 4.984: 1 7.0%3.4% 6. 2 7 6.06 5.93 5.61 (4. 8 5 ) (5. 8 7 ) (5. 7 1 ) (5. 3 0 ) (5. 0 3 ) (4. 9 1 ) (1. 2 8 ) (1. 2 2 ) 5.97 5.90 6.00 5.14 5. 6 1 1.74 2.25 2.49 1. 7 4 1.742.25 1.96 1. 9 6 5' TRICKLE CHANNEL 3.696.69 TRACT H OPEN SPACE DE TRACT J FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE 30' SAN ITARY SEWER EASEMENTTO BOXELDER SAN ITAT ION D ISTR ICT S T R E E T E SCOUR PROTECTION 27" TYPE H ABUTMENT RIPRAP TRACT I FUTURE DEVELOPMENT PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G8 GRADING PLAN40 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G10 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G7MATCHLINE-SEE SHEET G5 MATCHLINE-SEE SHEET G6 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X XXXXXXXXXXXXX X X X X XXXXXXW6" W SS SS SS SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS 10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS27" SSW W W W W W W W W W W W W W W W W W W W W W W W W T SS SS SS SS SS SS SS SS WWWWWWCONTROL IRR CONTROL IRR AC BL B L BL BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL WSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS H2O H2O W S SGGGGGGGGG XXXXXXXXXXXX X OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 30" SS30" SS30" SS 30" SS 30" SS 30" SSS S 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W SS9' UTILITY EASEMENT5' SIDEWALK9' UTILITY EASEMENT5' SIDEWALKPOND E PROSPECT ROADSTREET BOWNER: ANDERSONKENNTH E & JULIE ANNOWNER: DEADMONDLARRY L & NANCY KOWNER: CULBERT SON DAVID M OWNER: GLANZ THOMAS J/LAURA P BOXELDER ESTATES 2NDOWNER: MOODYMARILYN JOANNEOWNER: WHITEWESLEY R ANGELA MOWNER: BADECARLA MOWNER: K AND M COMPANYOWNER: MOODYMARILYN JOANNEBOXELDER CREEK 100 YEAR OVERFLOW CHANNEL BOXELDER CREEKOWNER: BOARD OF GOVERNORS CSU SYSTEM97.4397.50 97.55 9 8 . 1 498.3998.510.5%0.5% 0.5% 0.5% 0.5%8:18:18:15:16:14:18:14:16:15:17:112:11.47 BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL 1.9% 2.0% 1.8%(3.99)2.1% 0.49 3.2 6 5.1 9 4.5 9 4.1 8 3.5 8 4.4 9 3.8 9 OUTLET B2 FES B1 INLET A3 INLET A2 FES A1 2.33 2.471.731. 9 33.213.81 3.673. 6 72.8%5.0%9 7 . 9 6 9 8 . 0 098.2598.70 3.1 3 3.123. 1 13.083. 3 9 9 8 . 7 6 2. 0 1 9 8 . 6 4 9 8 . 9 1 1.601.731.6%1.5%1.6%97.69 3.2 6 FES I1 1.80 (6.72) 5.05 4.3 7 6.25 STORM DRAIN B SEE SHEET ST1STORM DRAIN A SEE SHEET ST1 66' ROW 42' FL-FL PROPOSED 2' CONCRETE PANPROPOSED 20'DRAINAGE EASEMENTAPPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) PROPOSED DRAINAGE EASEMENT PRO P O S E D 3 0 ' P E D E S T R I A N ACC E S S A N D T R A I L E A S E M E N T BOXELDER CREEK NATURAL HABITAT BUFFER ZONE EXISTING BOX CULVERTS PROPOSED OUTLET STRUCTURE PROPOSED 100-YR FLOODPLAIN EROSION BUFFER LIMITS 32' EMERGENCY SPILLWAY TYPE L BURIED RIPRAP TYPE L BURIED RIPRAP 28.9' EMERGENCY SPILLWAY 0.5% 1.6 0 24' EMERGENCY SPILLWAY TYPE L BURIED RIPRAP 2.601.6 0 2.60 98.54 98.92 97.37 97.54 97.54 99.09 99.26 99.03 99.1099.18 0.5% 0.5%(2.97)(2 . 8 9 )(2.81)99.4199.6399.422.691. 8%2.0%1.9%2.1%2.3% 5: 1 5:16:199.2599.542.6996.89 96.65 (2 . 9 8 ) (2.99) (2.95) (2.95) (2.97) (2.95) (2.94) (2.88) (2.88) (2.86) (2.82) (2.79) 99.83 99.50 99.497:1 5:1 11:1 5:1 5:1 4:1 2. 6 %0.5%0.5% STORM DRAIN G SEE SHEET ST4 0. 5 % 9 8 . 4 2 98.1797.7197.86 97.61 2. 3 8 2.2 7 0. 9 2 0.5 9 0.640.562.172.202.173. 5 83.752.20 (2.12) (2.44) (2.86) (2.73) (2.88)(1.87)(3.00)(1.08) (99.64) (99.75) 1.44 (1.58) 5.2 3 5.6 5 100.00 10 0 . 0 03.263.264.20 4.204.80 (3.00) 3.2 6 2.9 4 TRACT G FUTURE DEVELOPMENT TRACT F OPEN SPACE TRACT H OPEN SPACE DE CENTER OF GREELEY 27" WATER PIPELINE (NO. 3), PRESCRIPTIVE EASEMENT OF SUFFICIENT WIDTH FOR A RIGHT OF WAY FOR AN UNDERGROUND WATER PIPE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G9 GRADING PLAN41 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK G3 G4 G5 G6 G1 G7 G8 G9 G10 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. before you dig.Call R MATCHLINE-SEE SHEET G7 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 MATCHLINE-SEE SHEET G10STORM DRAIN J SEE SHEET ST4 / / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSSSSS SS 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / 8 " W 8 " W 8 " W 8 " W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W XXXXXXXBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL BLBLBLBLBLBLB L B L BL BL B L B L BLSS SS SS SS SS SS SS SS SS SS SS SS SS SS TFE S H2O H2O W H2O H2O W FE S H2OHY DXX X XXXXEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGE EEE EEEEEE E E E E E 12" W GGGGGGGGGGGGW W WWWW TTTTTTTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU ST 12" W 12" W 12" W 12" W 9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK9' UTILITY EASEMENT INTERIM POND HFRONTAGE ROADSW FRONTAGE RDPROSPECT ROAD OWNER: COLORADO STATE UNIVERSITYBOXELDER CREEKPROSPECT IMPROVEMENTS SHOWN. SEE PLANS BY OTHERS FOR PROSPECT WIDENING.OWNER:CITY OF FORTCOLLINS7:14:15:1 6:1 5:16:15:14:1 4:1 2.7%1.5%2.2%6.3%3.3%1.6%0.5% 0.5%0.5%0.5%0.5% 0.5% 0.5%0.5% 0.5% 99.03 99.1199.169 9 . 2 4 99.43 99.19 99.26 99.29 99.63 99.8099.91 0.11 0. 0 6 0.5% OWNER: BOARD OF GOVERNORS CSU SYSTEM 100.00 0. 0 5 0.50 0. 8 0 2.670.8 00.800.800. 8 00.802. 6 73.534.482.672.672.672.6799. 7 60.210.860.29 0.1599.99 99.62 1.47 1.47 1. 0 7 1.07 1.47 1.07 0.67 0.78 2.67 2.67 4.09 4.21 4.46 4.35 0.80 2.67 2.67 2.672.67 2.67 2.67 2.674.674.714.073.532.67 3.39 4.074.0 7 3.07 4.07 4.0 7 8:1 2 . 2%1.8% FES C1 STMH C2 (6'Ø) STMH C3 (6'Ø) STMH C3.1 (4'Ø) STMH C4 (5'Ø) STMH C5 (5'Ø) OUTLET C6 INLET D5 STMH D4 (4'Ø)INLET D3 FES D1 4.07 3.07 4.07 (2.98) (2.87) 3.07 3.07 4.074.07 (2.96)4.074.07 (3.24)(3.25)4.0 7 (3.86)(4.07)STORM DRAIN D SEE SHEET ST2 68' FL-FL 23' FL-FL EXISTING 80' ROW PROPOSED 2' CONCRETE PAN 9' UTILITY EASEMENT PROPOSED DRAINAGE EASEMENT EXISTING BOX CULVERTS PROPOSED DRAINAGE EASEMENT EXISTING CDOT ROW ROUNDABOUT AND FRONTAGE ROAD CONTOURS PER AYERS. SEE AYERS DESIGN FOR MORE INFORMATION. PROPOSED 100-YR FLOODPLAIN STORM DRAIN C SEE SHEET ST1 STORM DRAIN C SEE SHEET ST1 STORM DRAIN C3.1 SEE SHEET ST2 28' INTERIM SPILLWAY TYPE L BURIED RIPRAP NATURAL HABITAT BUFFER ZONE 99.1099.18 0.5% 0.5% (2 . 8 9 ) (2 . 8 1 ) 99.41 1. 8%2.0%1.9%2.1%2.3% 5: 1 5:16:199.2599.4399.6399.8599.542.693.39(2.19)1.893.901.601.113.543.262.891.6998.53 97.7096.6397.0998.89 96.89 96.65 3.26 4.034.274.62 4.2 9 3.63 3.9 7 3.6 8 3.5 5 3.5 1 6.285.91 5.144.633.489.7013.1213.9113.5712.358.325.178.2610.4411.7611.5611.89 (2.98)(2.99) (2.95) (2.95) (2.97) (2.95) (2.94) (2.88) (2.88) (2.86) (2.82) (2.79) (2.72) 0.77 0.42 0.14 99.83 99.50 0.04 99.490.60 0.04 0.15 0.28 0.59 0.64 0.99 1.07 1.30 1.33 1.57 1.87 12.83 4: 1 9:1 4 : 1 4:1 1 0 : 1 7:1 5:1 11:1 4:1 10:1 10:1 4:1 6:1 4:1 10:1 4:1 4:1 5:1 5:1 4:1 2.0% 2.0% 1.9 % 1 . 7% 2 . 0% 1.8 % 2.0% 1.9% 2.1% 1.9% 2. 6 % 2.0%2.2%0.5%0.5%0.5%0.5%0.5%0.5%0.5%0.5% 2.6 %2.873.3699.28 99.16 0.602.343.330.670.7299.44 DETENTION POND G 3.7% 3.7%3.6%3.6%2.7%1.9% 1.8% 2. 0% 1.7% 1.3% 1.3% 2.1 % 1. 8 %1.4% 1.2% 6.7% 4.2% 1.4% 1.9% 2.3% 4.0% (99.75) 1.44 (1.58)TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT J FUTURE DEVELOPMENT 30' SANITARY SEWER EASEMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH G10 GRADING PLAN42 ( IN FEET ) 1 inch = ft. Feet05040 40 80 120 LEGEND: PROPOSED STORM SEWER EXISTING CONTOUR PROPOSED SWALE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 4.ALL PROJECT DATA IS ON THE CITY OF FORT COLLINS VERTICAL DATUM NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 5.THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING AND VERIFYING ELEVATIONS OF ALL CURBS AND GUTTERS AT THE POINTS OF CONNECTION SHOWN ON THE PLANS PRIOR TO INSTALLING ANY OF THE NEW IMPROVEMENTS. IF A CONFLICT EXISTS AND/OR A DESIGN MODIFICATION IS REQUIRED, THE CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO MODIFY THE DESIGN. 6.PLEASE SEE SECTION 3.4.1 OF THE LAND USE CODE FOR ALLOWABLE USES WITHIN THE NATURAL HABITAT BUFFER ZONE. 7.THE NATURAL HABITAT BUFFER ZONE IS MEANT TO BE MAINTAINED IN A NATIVE LANDSCAPE. PROPERTY BOUNDARY PROPOSED LOT LINE EXISTING LOT LINE 33.43 2.0% (47.45 ) PROPOSED CONTOUR PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED SLOPES SAWCUT LINE PROPOSED CURB & GUTTER PROPOSED GRADE BREAK 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. before you dig.Call R MATCHLINE-SEE SHEET G8 G3 G4 G5 G6 G1 G7 G8 G9 G10 G2 MATCHLINE-SEE SHEET G9 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 11+00 4882 4884 4888 4892 4896 4900 4904 4908 4912 4882 4884 4888 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 5000-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+00 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 1800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+48.95 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 13+08.55 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 2000-20-40-60-804903.04903.014903.44903.384903.94903.894903.14903.104890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 13+50 -2.96% -4.02 % 0.00% 5.00% 0.53%-0.26%4904.234903.434902.424901.734902.184903.244903.374903.504903.634903.764903.894903.824903.764903.69PVI STA = 10+00.00PVI ELEV = 4904.23PVI STA = 10+19.00PVI ELEV = 4903.67PVI STA = 10+67.05PVI ELEV = 4901.73PVI STA = 10+91.05PVI ELEV = 4901.73PVI STA = 11+20.61PVI ELEV = 4903.21PVI STA = 12+48.95PVI ELEV = 4903.898" SS12" W X X X X X X X XXXXXXXXXXXXXXXXXXX X OHEOHEXXXXXXXXXXXXXX X X X X XX8" SS 8" SS 8" SS 8" SS 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSW W W W W W W W W W W W W W W SS SS SS SS SS SS SS SSXXXX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX CONTROL IRR CONTROL IRR H2O AC WBL BL BL BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL BLBLBLWSDSDSDSDSDSDSDSDSDSDH2O SGGGGGGG XXXXXXXXXXXX X X XXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) 11+00 12+00 12+49 13+09 ∆30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT BOXELDER CREEKBOXELDER OVERFLOWCHANNELOWNER: GLANZ THOMAS J/LAURA P APPROXIMATE LOCATION EXISTING WATERLINE (CITY OF GREELEY BELLVUE LINE 3 27") POND E PROPOSED DRAINAGE EASEMENT P O N D G O W N E R : G L A N Z TH O M A S J / L A U R A PBOXELDER CREEKBOXEL D E R O V E R F L O W CHANN E L TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS1 CROSS-SECTIONSBOXELDER CREEK SOUTH43 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) BOXELDER CREEK FLWOLINE APPROX. EXISTING GREELEY WATER LINE (TYP.) APPROX. EXISTING GREELEY WATER LINE (TYP.)STAMATCH LINESEE SHEET13+50XS2PROFILE SCALE: PROPOSED 100-YR FLOODPLAIN FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 13+68.16 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 5000-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 14+35.65 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 4800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 15+03.14 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 4400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 15+59.10 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 800-20-40-60-80-100 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+15.06 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 800-20-40-60-80-100 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+52.49 4894 4896 4900 4904 4908 4912 4894 4896 4900 4904 4908 4912 0 20 40 60 800-20-40-60-80-100-1204903.64903.584904.04904.034904.64904.594905.44905.434906.04905.974906.14906.12SD SD SD SD SDSDSDSDSDXXXXXXXXXXXX XX X X X X XXXX X X 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSW BL BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL BL BL BL SDSDSDSDSDSDX X X XXXX13+68 14+36 15+03 15+5 9 1 6 + 1 5 16+ 5 2 16+90 ∆∆∆TRACT G FUTURE DEVELOPMENT BO X E L D E R C R E E K 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT POND G 20.00' PROPOSED DRAINAGE EASEMENT OWNER: GLANZ THOMAS J/LAURA PBOXELDER CREEKBOXELDER CREEK NATURAL HABITAT BUFFER ZONE BOXELDER OVERFLOW CHANNELFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT 4890 4895 4900 4905 4910 4915 4920 4925 4890 4895 4900 4905 4910 4915 4920 4925 13+50 14+00 15+00 16+00 16+50 -0.26% 0.75% 0.57%PVI STA = 13+68.16PVI ELEV = 4903.58PVI STA = 15+05.87PVI ELEV = 4904.614903.634903.824904.004904.194904.384904.574904.724904.864905.004905.144905.28XS2 CROSS-SECTIONSBOXELDER CREEK SOUTH44 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) BOXELDER CREEK FLOWLINEFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 PROFILE SCALE:STAMATCH LINESEE SHEET16+50XS3STAMATCH LINESEE SHEET13+50XS1FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+89.92 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 18+00 4890 4892 4896 4900 4904 4908 4912 4890 4892 4896 4900 4904 4908 4912 0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+00 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140 4906.24906.164906.54906.544907.24907.184890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 16+50 17+00 18+00 19+00 19+50 -5.0 0 % 0.00%5.00% 0.00%0.57%PVI STA = 16+89.92PVI ELEV = 4905.65PVI STA = 17+18.92PVI ELEV = 4904.20PVI STA = 17+50.92PVI ELEV = 4904.20PVI STA = 17+79.92PVI ELEV = 4905.654905.574905.154904.204904.204905.404905.654905.654905.654905.654905.654905.65SDSDSDSDSDSDSDSDSDSDXXXXXXXXXXXX X X 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL16+ 1 5 16+52 16+90 18+00 19+00 19+53 19+97 ∆∆ TRACT I FUTURE DEVELOPMENT POND F POND G TRACT G FUTURE DEVELOPMENT BOXELDER CREEKFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) POND F POND GBOXELDER CREEKFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS3 CROSS-SECTIONSBOXELDER CREEK SOUTH45 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) BOXELDER CREEK FLOWLINE FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC)STAMATCH LINESEE SHEET16+50XS2STAMATCH LINESEE SHEET19+50XS4PROFILE SCALE: FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+53.25 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+96.91 4890 4892 4896 4900 4904 4908 4912 4916 4920 4890 4892 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 20+46.29 4890 4892 4896 4900 4904 4908 4912 4916 4920 4890 4892 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 20+84.25 4890 4892 4896 4900 4904 4908 4912 4916 4920 4890 4892 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 3000-20-40-60-804907.34907.254907.34907.294907.84907.824908.04908.044890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 19+50 20+00 21+00 21+50 0.00% 3.50% 4.16%PVI STA = 19+96.91PVI ELEV = 4905.65PVI STA = 20+46.29PVI ELEV = 4907.38PVI STA = 21+22.21PVI ELEV = 4910.544905.654905.764906.634907.534908.574909.61YIELDYIELD27" SS27" SS 27" SS 27" SS 27" SS 27" SS8" SSNP NP NP NP NP NP NP NPSD SDSD SD SD SD SD SD SD SDSDSDSDSDSDNPNPNP/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXX/ / / / / / / // / / / / / / /XXXX27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL19+00 19+53 19+97 20+46 20+8 4 ∆ ∆ TRACT I FUTURE DEVELOPMENT POND F POND G FUTURE DEVELOPMENT BOXELDER CREEKFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) POND F POND GBOXELDER CREEKFUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT H OPEN SPACE DE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS4 CROSS-SECTIONSBOXELDER CREEK SOUTH46 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) BOXELDER CREEK FLOWLINE FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) PROFILE SCALE:STAMATCH LINESEE SHEET19+50XS3FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' -2+62.15 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' -2+14.80 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' -1+52.29 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' -0+89.77 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' -0+21.06 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 1000-20-40-60-80-100-120-140-160-180 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 0+53.33 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 1200-20-40-60-80-100-120-1404907.64907.574907.74907.724908.14908.144908.74908.734908.64908.614908.14908.0927" PVC SANITARY SEWER 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 -3+50 -3+00 -2+00 -1+00 0+00 1+004908.704908.704907.614906.514905.834905.434905.304905.364905.424905.484905.544905.604905.664905.794905.934906.084906.230.00% -5.0 3 % -3.76 % 0.82% -2.59% -2.53% -0.99%-0.51%0.24%0.24%0.57%0.63%PVI STA = -3+36.50PVI ELEV = 4908.70PVI STA = -2+96.55PVI ELEV = 4908.70PVI STA = -2+62.15PVI ELEV = 4906.97PVI STA = -2+46.79PVI ELEV = 4906.39PVI STA = -2+38.67PVI ELEV = 4906.18PVI STA = -2+14.80PVI ELEV = 4905.58PVI STA = -1+96.55PVI ELEV = 4905.40PVI STA = -1+76.91PVI ELEV = 4905.30PVI STA = -0+89.77PVI ELEV = 4905.51PVI STA = -0+21.06PVI ELEV = 4905.67PVI STA = 0+53.33PVI ELEV = 4906.09PVI STA = 0+73.41PVI ELEV = 4906.2227" SS27" SS27" SS27 " S S 27 " S S 27" SS27" SS27" SSNPNPNPNPN P N P N P NPNPNPNPXXXXXXXXXXXXX 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL-2+62-2+15-1+52-0+90-0+210+531+24∆ ∆ POND C BOXELDER CRE E K FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) PROPOSED DRAINAGE EASEMENT 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT POND D TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE PROPOSED 100-YR FLODDPLAIN SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS5 CROSS-SECTIONSBOXELDER CREEK NORTH47 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE GRADE (TYP.) FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 1+82.51 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-160 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 2+50 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 3+18.44 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 160 1800-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 4+00 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 160 1800-20-40-60-80-100-120-140-160 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 4+80.23 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-1404908.24908.194908.34908.314908.24908.234907.74907.674907.64907.57SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 1+23.60 4890 4892 4896 4900 4904 4908 4912 4916 4890 4892 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 140 1600-20-40-60-80-100-120-140 4908.14908.06EXISTING 27" PVC SANITARY SEWER 4890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 1+00 2+00 3+00 4+00 5+004906.644906.824907.004907.194907.304907.314907.324907.364907.404907.424907.444907.464907.564907.684907.790.08%0.46%0.03% 0.82%0.73%0.14%0.12%PVI STA = 1+23.60PVI ELEV = 4906.63PVI STA = 2+14.91PVI ELEV = 4907.30PVI STA = 2+66.77PVI ELEV = 4907.31PVI STA = 3+18.44PVI ELEV = 4907.39PVI STA = 3+41.79PVI ELEV = 4907.42PVI STA = 4+03.48PVI ELEV = 4907.46XXXXXXXXXXXXX27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS8" S S BL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBL BL BL BL BL BL BL BL 1 + 2 4 1 + 8 3 2+503+184+004+805+55∆ 30' P E D E S T RI A N A C C E S S AND T R AI L E A S E M E N T PON D D POND D POND C FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) PROPOSED DRAINAGE EASEMENT 30' PEDESTRIAN ACCESS AND TRAIL EASEMENT BOXELDER CRE E K TRACT D FUTURE DEVELOPMENT FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE PROPOSED 100-YR FLOODPLAIN XS6 CROSS-SECTIONSBOXELDER CREEK NORTH48 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 FUTURE TRAIL (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 5+55.23 4898 4900 4904 4908 4912 4916 4898 4900 4904 4908 4912 4916 0 20 40 60 80 100 1200-20-40-60-80-100-120-140-160 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 6+30.23 4898 4900 4904 4908 4912 4916 4898 4900 4904 4908 4912 4916 0 20 40 60 80 100 1200-20-40-60-80-100-120 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 6+82.18 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 1200-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 7+32.43 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 7+82.68 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 8+32.93 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140-1604907.94907.934908.04908.044908.44908.424908.44908.404908.74908.674909.24909.184890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 5+00 6+00 7+00 8+00 8+504908.024908.134908.254908.224908.184908.154908.114908.074908.154908.364908.574908.774908.970.46% -0.15% 0.81% 0.85% 0.84%-0.17% 0.82% -0.15%-0.15%-0.15%-0.13% 0.75% 0.68%PVI STA = 5+76.95PVI ELEV = 4908.25PVI STA = 5+82.87PVI ELEV = 4908.25PVI STA = 8+02.53PVI ELEV = 4908.79PVI STA = 8+14.09PVI ELEV = 4908.89PVI STA = 7+85.63PVI ELEV = 4908.66PVI STA = 7+12.95PVI ELEV = 4908.05PVI STA = 7+28.28PVI ELEV = 4908.18PVI STA = 7+01.18PVI ELEV = 4908.07PVI STA = 6+15.43PVI ELEV = 4908.20PVI STA = 6+30.23PVI ELEV = 4908.18PVI STA = 6+47.12PVI ELEV = 4908.15PVI STA = 8+32.93PVI ELEV = 4909.031 2 " W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 8" SS8" SS 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S WWWWWW W W WWH2OH2OBL BLBLB L B L B L B L BL BL BL BL BL BL BL BLBLBL BL BLBLBL B L B L BLBLBLBL BL BL BL BL BL BL BL BL BL BLBLBL BL BL F ESWWST ST ST ST ST ST ST5+556+306+827+327+838 + 3 3 8 + 5 7 9+ 1 8 9+79∆∆FUTURE TRAILEASTERN ESMT LINE(CL OF XSEC)30' PEDESTRIAN ACCESSAND TRAIL EASEMENTB O X E L D E R C R E E K BO X E L D E R C R E E K BOX E L D E R C R E E K FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) 30'' PEDESTRIAN ACCESS AND TRAIL EASEMENT FUTURE TRAILEASTERN ESMT LINE(CL OF XSEC)30'' PEDESTRIAN ACCESSAND TRAIL EASEMENTPOND C POND C TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT E OPEN SPACE U&DE 30' UTILITY EASEMENT REC. NO. 97004101 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS7 CROSS-SECTIONSBOXELDER CREEK NORTH49 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 FUTURE TRAIL (TYP.) PROPOSED GRADE (TYP.) EXISTING GROUND (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 8+56.59 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 9+17.93 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 9+79.28 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120 4909.24909.224908.74908.684909.04909.024890 4895 4900 4905 4910 4915 4920 4890 4895 4900 4905 4910 4915 4920 8+50 9+00 10+00 10+504908.964908.654908.254908.144908.374908.670.43% 0.95% 1.18%-0.94% -0.40% -1.25%0.68% -1.90% -1.51%PVI STA = 8+56.59PVI ELEV = 4909.19PVI STA = 9+04.80PVI ELEV = 4908.59PVI STA = 9+14.81PVI ELEV = 4908.40PVI STA = 9+24.75PVI ELEV = 4908.25PVI STA = 9+34.80PVI ELEV = 4908.16PVI STA = 9+44.80PVI ELEV = 4908.12PVI STA = 9+54.81PVI ELEV = 4908.16PVI STA = 9+64.80PVI ELEV = 4908.25PVI STA = 10+00.00PVI ELEV = 4908.6727" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 24" SS 24" SS WWWWWWWWWWWWWWWWWWWWWWH2OH2OH2OBL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBL BL BL BL BL BL WWH2OH2OH2OST ST ST 20'' SANITARY SEWER EASEMENT30'' PEDESTRIAN ACCESSAND TRAIL EASEMENTBOXELDER CREEKCACHE LA POUDRE INLET CANAL6+30 6+82 7+327+838+338+579+189+79∆ BOX E L D E R C R E E K 3 0 ' ' P E D E S T R I A N A C C E S S A N D T R A I L E A S EM E N T FUTURE TRAIL EASTERN ESMT LINE (CL OF XSEC) 30'' PEDESTRIAN ACCESS AND TRAIL EASEMENTPOND CPOND C FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS8 CROSS-SECTIONSBOXELDER CREEK NORTH50 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) NP NP NP NP NP NP NP 27" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SSXX WWWW24" SS24" SS24" SS24" SS24" SSW W W W W W W W W W W W W W W W W W W H2O H2O H2O BLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLB L BL BL BL BL BL BLBLBL BL BL BLWW H2OH2OH2O H2O10+ 0 0 10+ 5 011+5012+0012+5012+7913+6014+49FUTURE NISP WATERLINE EXISTING 60" CITY OF GREELEY WATER LINE 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT BO X E L D E R C R E E K CACHE LA POUDRE INLET CANAL PROPOSED 100-YR FLOODPLAIN SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 11+50 4898 4900 4904 4908 4912 4916 4920 4924 4898 4900 4904 4908 4912 4916 4920 4924 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+00 4898 4900 4904 4908 4912 4916 4920 4898 4900 4904 4908 4912 4916 4920 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+50 4898 4900 4904 4908 4912 4916 4920 4898 4900 4904 4908 4912 4916 4920 0 20 40 60 800-20-40-60-80-100-120 4910.04909.44909.834909.3APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.)SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+00 4898 4900 4904 4908 4912 4916 4898 4900 4904 4908 4912 4916 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 10+50 4894 4896 4900 4904 4908 4912 4916 4894 4896 4900 4904 4908 4912 4916 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 12+79.26 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 800-20-40-60-804908.74908.67FUTURE TRAIL (TYP.)FUTURE GRADE (TYP.)4909.64909.624909.94909.90SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 13+60.02 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 14+48.56 4894 4896 4900 4904 4908 4912 4916 4920 4894 4896 4900 4904 4908 4912 4916 4920 0 20 40 60 800-20-40-60-80 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS9 CROSS-SECTIONSCOOPER SLOUGH TRAIL51 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE NISP WATERLINE BY OTHERS SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 15+00 4902 4904 4908 4912 4916 4920 4902 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 220 240 2600-20-40-60-80-100-120 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+14.77 4898 4900 4904 4908 4912 4916 4920 4898 4900 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 16+55.38 4902 4904 4908 4912 4916 4920 4902 4904 4908 4912 4916 4920 0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80-100-120 4910.34910.334911.74911.624912.14912.34SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 17+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80-100-120 4914.24913.78SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 17+90.24 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 18+10.92 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80 4914.34914.154914.14913.99NP NP NP NP NP NP NPNPNPNP NP NP NP NP XX24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS W WW W W W W W W W W W WWH2O BLBLBLBLBLBLBLBL∆ ∆14+4915+0016+1516+5517+0017+9018+11FUTURE NISP WATERLINE BY OTHERS EXISTING 60" CITY OF GREELEY WATER LINE 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 40.00' CITY OF GREELEY WATERLINE EASEMENT RE. NO. 20060044720 CA C H E L A PO U D R E I N L E T CA N A L SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS10CROSS-SECTIONSCOOPER SLOUGH TRAIL52 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) PROPOSED 100-YR FLOODPLAIN (TYP.) SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 19+16.16 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 20+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 2200-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 21+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 1800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 21+91.96 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 22+91.08 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 1200-20-40-60-80SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 18+95.85 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 180 200 220 2400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 22+63.83 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 1200-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 22+54.09 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 1200-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 23+59.28 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-804914.14913.744914.14913.834914.34914.184914.94914.884915.14915.114915.24915.174915.24915.184915.34915.214916.84915.26NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP OHU OHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 24" SS 24" SS 24" SS 24" SS W WWSS24" SS24" SS24" SS24" SSSSSSSSSSWW W WWWWWW WWWWWW W W W W W W W W W LAKE C A N A L 18+9619+1620+0021+0021+9222+5422+6422+9123+59EXISTING 60" CITY OF GREELEY WATER LINE ∆ ∆ 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 40.00' CITY OF GREELEY WATERLINE EASEMENT RE. NO. 20060044720 CACHE LA POUDRE IN L E T C A N A L ∆ FUTURE NISP WATERLINE BY OTHERS 30.00' WATERLINE EASEMENT TO EAST LARIMER COUNTY WATER DISTRICT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS11CROSS-SECTIONSCOOPER SLOUGH TRAIL53 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) PROPOSED 100-YR FLOODPLAIN SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 23+88.08 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 24+16.89 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 25+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 160 1800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 26+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 140 1600-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 27+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 27+31.98 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 28+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 28+55.41 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 28+79.12 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-804917.24915.274915.94915.294915.64915.344915.84915.404915.84915.284915.84915.224915.74915.094915.64914.984915.64914.94NPNP NP NP NP NP NP NP NP NPNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NPXXXXX OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUSSSSSSSSSSWWWWW W W W W W W W W CACHE LA POUDRE INLET CANA L 23+8824+1725+0026+0027+0027+3228+0028+5528+7929+00EXISTING OVERHEAD UTILITIES FUTURE NISP WATERLINE BY OTHERS EXISTING 60" CITY OF GREELEY WATER LINE ∆ ∆ 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 LAKE CANAL XS12CROSS-SECTIONSCOOPER SLOUGH TRAIL54 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.)PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 29+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 30+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 31+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 32+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 33+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 34+00 4902 4904 4908 4912 4916 4920 4924 4902 4904 4908 4912 4916 4920 4924 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 35+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 36+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 37+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-804915.54914.904915.64914.924915.54915.024915.74915.234916.34915.564916.44915.894916.94916.404917.64916.984917.84917.56NPNP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NPNPNPNPNPXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /OHU OHU OHU OHU W W W W W W W W W W W W W W W W W W W W W W H2OOWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLC LAKE CANAL 29+0030+0031+0032+0033+0034+0035+0036+0037+00CACH E L A P O U D R E I N L E T C A N A L EXISTING 60" CITY OF GREELEY WATER LINE FUTURE NISP WATERLINE BY OTHERS 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT XS13CROSS-SECTIONSCOOPER SLOUGH TRAIL55 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 38+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 39+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 40+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 40+93.27 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 140 1600-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 40+40.19 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 140 1600-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 41+10.40 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 140 1600-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 41+27.53 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 140 1600-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 42+00 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 1400-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 41+48.95 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 120 140 1600-20-40-60-804918.64918.154918.84917.54917.24917.44917.54917.64917.94917.9NP NP NP NP NP NP NP NPNPNPNPNPXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /XXXXXWWWWWWWWW W W W H2OH2OH2OH2OH2O OWNER: RASS HOLDINGS LLC OWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M OWNER: GONZALES OWNER: TECHNICAL MOLDED PRODUCTS INC. LAKE CAN A L ∆38+0039+0040+0040+4040+9341+1041+2841+4942+0042+2242+89LAKE CANAL 170° 170° 170° 162° 161° EXISTING 60" CITY OF GREELEY WATER LINE ∆ 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 XS14CROSS-SECTIONSCOOPER SLOUGH TRAIL56 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 APPROX. EXISTING GREELEY WATER LINE (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.)FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 42+88.89 4906 4908 4912 4916 4920 4924 4928 4906 4908 4912 4916 4920 4924 4928 0 20 40 60 800-20-40-60-80 SECTIONLINEHorizontal Scale 1" = 40' Vertical Scale 1" = 10' 42+21.82 4902 4904 4908 4912 4916 4920 4924 4928 4902 4904 4908 4912 4916 4920 4924 4928 0 20 40 60 80 100 1200-20-40-60-80 4918.14918.0NP NP NP NP NP NP NP XXXXXXXWWWH2OOWNER: GONZALES THOMAS M/CAROLINA G OWNER: TECHNICAL MOLDED PRODUCTS INC. LAKE CAN A L 41+2841+4942+0042+2242+89170° 170° 170° 162° 161° ∆ 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 XS15CROSS-SECTIONSCOOPER SLOUGH TRAIL57 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE XS1 XS2 XS3 XS4 XS5 XS6 XS7 XS8 XS9 XS10 XS11 XS12 XS13 XS14 XS15 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) FUTURE TRAIL (TYP.) FUTURE GRADE (TYP.) FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE (CL OF XSEC) FUTURE CHANNEL CONTOURS (BY OTHERS) OHU OHU 24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SSXX WW WW W WWW W24" SS24" SS24" SS24" SS24" SS24" SSW W W W W W W W W W W W W W W W W W W W W W W WWWWW WWWWWWWW H2O H2O H2OBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLB L BL BL BL BL BL BLBL BL BL BL BL W W H2OH2OH2O H2OWATER VAULT15" STEEL PIPETOP=4908.64 NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISPNISPNISPNISPNISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NP NP NP BO X E L D E R C R E E K 30.00' WATERLINE EASEMENT 30.00' SANITARY SEWER EASEMENT 40.00' CITY OF GREELEY WATERLINE EASEMENT RE. NO. 20060044720 FUTURE NISP WATERLINE BY OTHERS EXISTING CITY OF GREELEY WATER LINE 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT ∆ ∆ STORM DRAIN LINE J SEE SHEET ST4 FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 2.0%2.1%3.7% 2.3%2.0%2.1%2 . 2%25.0%3.0%2.2% FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE PROPOSED 10.00' GRAVEL ACCESS PATH PROPOSED CONTOURS (FUTURE TRAIL BY OTHERS) SEE SHEET CS3 FOR TYPICAL TRAIL SECTION PROPOSED TEMPORARY SWALE SEE GRADING SHEETS G1-G3 AREA NORTH OF EASEMENT LINE MAY BE USED FOR BORROW. MAINTAIN POSITIVE DRAINAGE TOWARDS BOXELDER CREEK. ∆ PROPOSED 100-YR FLOODPLAIN 4895 4900 4905 4910 4915 4920 4925 4930 4895 4900 4905 4910 4915 4920 4925 4930 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0019+50 0.18% 1.22% 3.36% -0.77% -0.82%0.70% 1.13% 1.92%PVI STA = 9+79.28PVI ELEV = 4908.43PVI STA = 10+00.00PVI ELEV = 4908.67PVI STA = 14+18.64PVI ELEV = 4910.1650.0' VC HP ELEV = 4910.99 HP STA = 11+38.85 PVI STA = 11+28.85 PVI ELEV = 4911.13 BVCS: 11+03.85BVCE: 4910.66EVCS: 11+53.85EVCE: 4910.93A.D. = 2.74 K = 18.28 50.0' VC HP ELEV = 4914.49 HP STA = 17+41.41 PVI STA = 17+25.70 PVI ELEV = 4914.65 BVCS: 17+00.70BVCE: 4913.80EVCS: 17+50.70EVCE: 4914.45A.D. = 4.13 K = 12.10 50.0' VC LP ELEV = 4909.61 LP STA = 13+28.44 PVI STA = 13+26.48 PVI ELEV = 4909.51 BCVS: 13+01.48BVCE: 4909.72ECVS: 13+51.48EVCE: 4909.69A.D. = 1.52 K = 32.85 50.0' VC PVI STA = 15+08.91 PVI ELEV = 4910.32 BCVS: 14+83.91BVCE: 4910.28ECVS: 15+33.91EVCE: 4910.63A.D. = 1.04 K = 47.97 50.0' VC PVI STA = 16+47.60 PVI ELEV = 4912.02 BCVS: 16+22.60BVCE: 4911.71ECVS: 16+72.60EVCE: 4912.86A.D. = 2.14 K = 23.35 50.0' VC LP ELEV = 4913.67 LP STA = 18+69.06 PVI STA = 18+61.79 PVI ELEV = 4913.60 BCVS: 18+36.79BVCE: 4913.79ECVS: 18+86.79EVCE: 4913.71A.D. = 1.19 K = 42.06 4908.674909.154909.624910.104910.584910.944910.964910.764910.554910.354910.144909.934909.734909.614909.684909.854910.034910.174910.224910.264910.334910.534910.824911.134911.444911.744912.214912.944913.784914.384914.464914.274914.084913.884913.714913.674913.764913.87PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 36" RCP STORM STA.=10+43.42 INV.=4904.84 36" RCP STORM STA.=10+34.56 INV.=4904.84 EX. 60" GREELEY WATER STA.=12+63.12 TOP±4904.0 EX. 60" GREELEY WATER STA.=12+69.78 TOP±4904.1 4895 4900 4905 4910 4915 4920 4895 4900 4905 4910 4915 4920 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50 3.52 % 0.24%PVI STA = 13+22.00PVI ELEV = 4907.00PVI STA = 13+41.95PVI ELEV = 4907.70PVI STA = 18+28.21PVI ELEV = 4908.864907.114907.724907.784907.844907.904907.964908.024908.084908.144908.204908.254908.314908.374908.434908.494908.554908.614908.674908.734908.794908.85FUTURE GRADE EXISTING GROUND SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS1 PLAN & PROFILEFUTURE CHANNEL & TRAIL58 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTHERN ESMT LINE FUTURE TRAIL SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINELINEMATCHSTA19+50CS1 CS2 CS3 CS4 STAMATCH LINESEE SHEET18+50CS2STAMATCH LINESEE SHEET19+50CS2CENTERLINE FUTURE CHANNEL SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA18+50 XXXXXXXXOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 24" SS 24" SS 24" SS W S24" SS24" SS24" SS24" SSSSSSSSSSSSSSSSSSSSWW WWWWW 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 NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISPNISPNISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP CACHE LA POUDRE INLET CANAL EXISTING OVERHEAD UTILITIES NORTHERLY LINE OF EASEMENT TO THE CACHE LA POUDRE RESERVOIR COMPANY FOR MAINTENANCE PURPOSES ONLY BOOK 1338, PAGES 10-17 & 23-24 30.00' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT EXISTING 60" CITY OF GREELEY WATER LINE 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 30.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT LAKE CA N A L FUTURE NISP WATERLINE BY OTHERS 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 2.0%2.0%2.0%2.0%2.0%2.0%2.2%4:1FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE PROPOSED 10.00' GRAVEL ACCESS PATH PROPOSED CONTOURS (FUTURE TRAIL BY OTHERS) SEE SHEET CS3 FOR TYPICAL TRAIL SECTION PROPOSED TEMPORARY SWALE SEE GRADING SHEETS G1-G3 AREA NORTH OF EASEMENT LINE MAY BE USED FOR BORROW. MAINTAIN POSITIVE DRAINAGE TOWARDS BOXELDER CREEK. ∆ ∆ ∆ ∆ 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 19+5020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0029+50 4914.084914.184914.294914.474914.684914.884915.024915.074915.094915.124915.144915.174915.194915.224915.234915.254915.274915.284915.304915.314915.334915.344915.364915.374915.394915.404915.424915.374915.324915.284915.234915.184915.134915.094915.044914.994914.944914.904914.850.83% 0.06%-0.19%0.10%0.06%PVI STA = 20+30.44PVI ELEV = 4914.31PVI STA = 26+25.26PVI ELEV = 4915.42PVI STA = 29+28.52PVI ELEV = 4914.8450.0' VC PVI STA = 21+17.50 PVI ELEV = 4915.03 BVCS: 20+92.50BVCE: 4914.83EVCS: 21+42.50EVCE: 4915.06A.D. = 0.72 K = 68.98 50.0' VC PVI STA = 23+00.00 PVI ELEV = 4915.22 BVCS: 22+75BVCE: 4915.19EVCS: 23+25EVCE: 4915.23A.D. = 0.04 K = 1234.68 50.0' VC PVI STA = 24+50.26 PVI ELEV = 4915.31 BVCS: 24+25.26BVCE: 4915.30EVCS: 24+75.26EVCE: 4915.33A.D. = 0.00 K = 75630.06 PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE EX. 60" GREELEY WATER STA.=21+78.58 TOP±4909.7 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 18+5019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0028+50 0.13%PVI STA = 25+33.36PVI ELEV = 4909.764908.924908.954908.984909.014909.044909.084909.114909.144909.174909.204909.244909.274909.304909.334909.364909.404909.434909.464909.494909.534909.564909.594909.624909.654909.694909.724909.754909.774909.794909.814909.834909.854909.864909.884909.904909.924909.944909.954909.97FUTURE GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS2 PLAN & PROFILEFUTURE CHANNEL & TRAIL59 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTHERN ESMT LINE FUTURE TRAIL SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CS1 CS2 CS3 CS4 STAMATCH LINESEE SHEET28+50CS3STAMATCH LINESEE SHEET29+50CS3STAMATCH LINESEE SHEET18+50CS1STAMATCH LINESEE SHEET19+50CS1LINEMATCHSTA19+50LINEMATCHSTA18+50LINEMATCHSTA29+50LINEMATCHSTA28+50CENTERLINE FUTURE CHANNEL SCALE : 1" = 40' (H) 1" = 5' (V) XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHU OHU OHUWWWWWWWWWWWWWWWWWWWWWWWWWWWWH2OH2OH2OH2ONPNPNPNPNPNP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NISP NP NP NP NP NP NP NPNPNPNPNPNPNPNPOWNER: CANAL HOLDINGS LLC OWNER: BALLA INVESTMENTS LLC OWNER: RASS HOLDINGS LLCOWNER: RASS HOLDINGS LLC LAKE CANAL EXISTING 60" CITY OF GREELEY WATER LINE FUTURE NISP WATERLINE BY OTHERS 40.00' CITY OF GREELEY WATERLINE EASEMENT REC. NO. 20060044720 40.00' PEDESTRIAN ACCESS AND TRAIL EASEMENT FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 2. 7 %2.0%2.1%2.0%2.0%2.0%FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE PROPOSED CONTOURS (FUTURE TRAIL BY OTHERS) SEE SHEET CS3 FOR TYPICAL TRAIL SECTION STA. = 38+85.29 (FUTURE TRAIL NORTHERN ESMT LINE) ???END PROPOSED GRADE FOLLOWS FUTURE TRAIL GRADE 2.0%???2.7%PROPOSED TEMPORARY SWALE SEE GRADING SHEETS G1-G3 AREA NORTH OF EASEMENT LINE MAY BE USED FOR BORROW. MAINTAIN POSITIVE DRAINAGE TOWARDS BOXELDER CREEK. 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 29+5030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0039+50 4914.894914.924914.944914.974914.994915.024915.054915.074915.154915.234915.314915.404915.484915.564915.644915.734915.814915.894915.974916.114916.254916.404916.544916.694916.834916.984917.124917.274917.414917.564917.714917.854918.004918.154918.234918.304918.384918.354918.06PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE 0.59% 0.10% 0.33% 0.58% 0.29%PVI STA = 38+03.51PVI ELEV = 4918.17PVI STA = 31+53.52PVI ELEV = 4915.08PVI STA = 34+28.52PVI ELEV = 4915.99PVI STA = 36+78.52PVI ELEV = 4917.43PVI STA = 38+78.42PVI ELEV = 4918.39PVI STA = 38+78.41PVI ELEV = 4918.3950.0' VC HP ELEV = 4918.40 HP STA = 38+85.29 PVI STA = 39+03.41 PVI ELEV = 4918.46 BVCS: 38+78.41BVCE: 4918.39EVCS: 39+28.41EVCE: 4918.00A.D. = 2.12 K = 23.64 STA.=38+85.29END PROPOSED GRADEFOLLOWS FUTURE TRAIL GRADE4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 28+5029+0030+0031+0032+0033+0034+0035+0036+0037+0038+0038+50 0.07%4910.014910.034910.044910.064910.084910.104910.124910.144910.154910.174910.194910.214910.234910.244910.264910.284910.304910.324910.344910.354910.374910.394910.414910.434910.444910.464910.484910.504910.524910.534910.554910.574910.594910.614910.634910.644910.664910.684910.70FUTURE GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS3 PLAN & PROFILEFUTURE CHANNEL & TRAIL60 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTHERN ESMT LINE FUTURE TRAIL SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CS1 CS2 CS3 CS4 STAMATCH LINESEE SHEET28+50CS2STAMATCH LINESEE SHEET29+50CS2STAMATCH LINESEE SHEET39+50CS4STAMATCH LINESEE SHEET38+50CS4CENTERLINE FUTURE CHANNEL SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA29+50LINEMATCHSTA28+50LINEMATCHSTA39+50LINEMATCHSTA38+50 XXXXXXXXXXX W WWWWWWWWWWWH2OH2OH2ONP NP NP NP NP NP NP NP NP NPNPNPOWNER: SLATE ROBERT STEPHEN OWNER: MARTINEZ RONALD A/LINDA M/SHANE M OWNER: GONZALES THOMAS M/CAROLINA G OWNER: KOVAR KENNETH L/LINDA L OWNER: TECHNICAL MOLDED PRODUCTS INC.PLEASANTACRES D RIVE LAK E C A N A L ∆ FUTURE CHANNEL CONTOURS FOR REFERENCE ONLY NOT FOR CONSTRUCTION 2.0%2.5%2. 7 % 2. 7 % FUTURE CHANNEL CENTERLINE FUTURE TRAIL NORTHERN ESMT LINE PROPOSED 10.00' GRAVEL ACCESS PATH AT EXISTING GRADE PROPOSED CONTOURS (FUTURE TRAIL BY OTHERS) SEE SHEET CS3 FOR TYPICAL TRAIL SECTION ∆ 4900 4905 4910 4915 4920 4925 4930 4935 4900 4905 4910 4915 4920 4925 4930 4935 39+5040+0041+0042+0043+0044+0045+0045+50 4917.154916.704916.374916.454916.814917.184917.484917.604917.614917.624917.504917.314917.12FUTURE GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE -1.82% 1.48% 0.04%-0.76%PVI STA = 42+08.88PVI ELEV = 4917.63PVI STA = 42+88.88PVI ELEV = 4917.0250.0' VC PVI STA = 41+27.52 PVI ELEV = 4917.59 BVCS: 41+02.52BVCE: 4917.22EVCS: 41+52.52EVCE: 4917.60A.D. = 1.44 K = 34.68 50.0' VC LOW PT ELEV = 4916.35 LOW PT STA = 40+32.73 PVI STA = 40+30.17 PVI ELEV = 4916.15 BVCS: 40+05.17BVCE: 4916.60EVCS: 40+55.17EVCE: 4916.52A.D. = 3.31 K = 15.11 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 38+5039+0040+0041+0042+0043+0044+00 PVI STA = 40+76.09PVI ELEV = 4910.884910.734910.754910.774910.794910.814910.834910.844910.864910.88FUTURE GRADE EXISTING GROUND EXISTING GROUND FUTURE GRADE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CS4 PLAN & PROFILEFUTURE CHANNEL & TRAIL61 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTHERN ESMT LINE FUTURE TRAIL SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE CS1 CS2 CS3 CS4 STAMATCH LINESEE SHEET38+50CS3STAMATCH LINESEE SHEET39+50CS3CENTERLINE FUTURE CHANNEL SCALE : 1" = 40' (H) 1" = 5' (V)LINEMATCHSTA39+50LINEMATCHSTA38+50APPROXIMATE LOCATION OF EXISTING GREELEY WATER LINE BASED ON STANDARD BURY DEPTH. ACTUAL LOCATION AND ELEVATION TO BE VERIFIED PRIOR TO CONSTRUCTION OF FUTURE CHANNEL. DESIGN BY OTHERS. X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X6" WT TSSSS 8" SS8" SS8" SS8" SS10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" SS10" SS10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S EWWWWWWWWWT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /H2OSGGOHUOHUOHUOHUOHUOHUOHU30" SS30" S SS SSSTRE E T B PROSPECT ROAD∆ ∆ VERTICAL CURB & GUTTER PROPERTY BOUNDARY (TYP.)66' ROW42' FL-FLPROSPECT ROAD IMPROVEMENTS SHOWN FOR REFERENCE ONLY SEE PLANS BY OTHERS R25' R25' PROPOSED DRAINAGE EASEMENT EXISTING 27" WATERLINE (CITY OF GREELEY BELLVUE LINE 3) PROPOSED DRAINAGE EASAEMENT OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK STORM DRAIN LINE A SEE SHEET ST1DETENTION POND E TIE TO EXISTING ASPHALT IF CONSTRUCTION IS NOT CONCURRENT WITH PROSPECT ROAD IMPROVEMENTS TRACT G FUTURE DEVELOPMENT TRACT F OPEN SPACE 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) -2.34% 0.86% 0.50% -1.90% -1.01%PVI STA = 10+20.11PVI ELEV = 4904.07PVI STA = 10+37.00PVI ELEV = 4903.68PVI STA = 10+55.67PVI ELEV = 4903.32PVI STA = 14+69.32PVI ELEV = 4905.75120.0' VC LP ELEV = 4903.00 LP STA = 11+20.59 PVI STA = 11+15.67 PVI ELEV = 4902.72 BCVS: 10+55.67BVCE: 4903.32ECVS: 11+75.67EVCE: 4903.23A.D. = 1.87 K = 64.27 4903.964903.434903.164903.034903.004903.064903.234903.444903.664903.874904.084904.304904.514904.734904.944905.154905.374905.584905.784905.904906.034906.154906.284906.404906.534906.654906.784906.904907.034907.154907.2815" RCP STORM STA.=11+20.59 INV.=4898.77 4895 4900 4905 4910 4915 4920 4895 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004904.044903.434902.934902.494902.354902.474902.644902.854903.074903.294903.504903.724903.944904.164904.384904.604904.824905.044905.214905.344905.464905.594905.714905.844905.964906.094906.214906.344906.464906.584906.700.50% 0.49% -2.91% -2.00% 0.88% 0.50%0.76%-0.50%-1.50% -1.00%PVI STA = 10+23.99PVI ELEV = 4904.07PVI STA = 10+37.47PVI ELEV = 4903.68PVI STA = 10+88.67PVI ELEV = 4902.66PVI STA = 11+00.59PVI ELEV = 4902.48PVI STA = 11+10.59PVI ELEV = 4902.38PVI STA = 11+20.59PVI ELEV = 4902.33PVI STA = 11+60.67PVI ELEV = 4902.53PVI STA = 11+80.59PVI ELEV = 4902.68PVI STA = 14+63.54PVI ELEV = 4905.15PVI STA = 16+48.88PVI ELEV = 4906.084903.914903.384902.884902.494902.354902.474902.644902.844903.054903.264903.474903.684903.894904.104904.314904.524904.734904.944905.154905.284905.404905.534905.654905.784905.904906.034906.154906.284906.414906.544906.660.50% 0.51% 0.50% -2.25% -2.00% 0.77% 0.84% -0.50% -1.50%-1.00%PVI STA = 10+17.30PVI ELEV = 4904.08PVI STA = 10+36.89PVI ELEV = 4903.64PVI STA = 10+78.84PVI ELEV = 4902.80PVI STA = 11+00.59PVI ELEV = 4902.48PVI STA = 11+10.59PVI ELEV = 4902.38PVI STA = 11+20.59PVI ELEV = 4902.33PVI STA = 11+60.67PVI ELEV = 4902.53PVI STA = 11+80.59PVI ELEV = 4902.68PVI STA = 14+75.09PVI ELEV = 4905.15PVI STA = 16+61.72PVI ELEV = 4906.08EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) PROPOSED INLET A3 PROPOSED INLET A2 -0.50%PVI STA = 10+80.80PVI ELEV = 4902.53PVI STA = 11+10.59PVI ELEV = 4902.38FUTURE GRADE -1.98% -0.50% 0.86%PVI STA = 10+24.93PVI ELEV = 4903.50PVI STA = 10+34.94PVI ELEV = 4903.30PVI STA = 11+94.23PVI ELEV = 4903.39FUTURE 93.1' VC LP ELEV = 4902.98 LP STA = 11+16.72 PVI STA = 11+29.09 PVI ELEV = 4902.83 BCVS: 10+82.52 BVCE: 4903.06 ECVS: 11+75.67 EVCE: 4903.23 A.D. = 1.35 K = 68.79 FUTURE GRADE (TYP.) -0.50%PVI STA = 10+60.61PVI ELEV = 4902.63PVI STA = 11+10.59PVI ELEV = 4902.38FUTURE GRADE (TYP.) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R1 PLAN & PROFILESTREET B62 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00R1 R2 STAMATCH LINESEE SHEET18+00R2LEFT FLOWLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) X X X X X X X X X X X X X X X XXX10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS10" SS 10" SS 10" SS10" SSW∆STREET B 42' FL-FL66' ROWFUTURE57' ROWFUTURE 36' FL-FLFUTURE STREET B VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER PROPERTY BOUNDARY (TYP.) OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE 5 'S I D E W A L K 5 'S ID E W A L K 9 'U T I L I T Y E A S E ME N T 9 'U T I L I T Y E A S E ME N T TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT STREET D SEE SHEET R3 R20' R20' TRACT B FUTURE DEVELOPMENT 8' CROSSPAN FUTURE STORM DRAIN DEAD END BARRICADE SEE DETAIL 113/D2 PROPOSED DRAINAGE EASEMENT STA. = 21+70.78 (STREET B) STA. = 10+00.00 (STREET D) TRACT F OPEN SPACE 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+004907.534907.654907.784907.904908.034908.174908.354908.574908.834909.134909.444909.754910.064910.384910.694911.004911.314911.634911.934912.154912.264912.274912.174911.990.50% 1.25% -0.75%PVI STA = 24+14.66PVI ELEV = 4911.88120.0' VC HP ELEV = 4912.28 HP STA = 23+39.66 PVI STA = 23+24.66 PVI ELEV = 4912.56 BVCS: 22+64.66BVCE: 4911.81EVCS: 23+84.66EVCE: 4912.11A.D. = 2.00 K = 60.00 123.3' VC PVI STA = 19+86.91 PVI ELEV = 4908.34 BCVS: 19+25.26BVCE: 4908.03ECVS: 20+48.55EVCE: 4909.11A.D. = 0.75 K = 164.38 EXISTING GROUND (TYP.) FUTURE GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) 1.25% -0.75%0.50%PVI STA = 22+16.78PVI ELEV = 4911.21PVI STA = 27+30.86PVI ELEV = 4912.71120.0' VC HP ELEV = 4912.28 HP STA = 23+39.66 PVI STA = 23+24.66 PVI ELEV = 4912.56 BVCS: 22+64.66BVCE: 4911.81EVCS: 23+84.66EVCE: 4912.11A.D. = 2.00 K = 60.00 120.0' VC LOW PT ELEV = 4911.61 LOW PT STA = 24+86.66 PVI STA = 24+74.66 PVI ELEV = 4911.43 BVCS: 24+14.66BVCE: 4911.88EVCS: 25+34.66EVCE: 4911.73A.D. = 1.25 K = 96.00 PROPOSED GRADE (TYP.)4911.314911.634911.934912.154912.264912.274912.174911.994911.814911.684911.624911.624911.694911.814911.944912.064912.194912.314912.444912.564912.694900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+004906.924907.054907.174907.304907.434907.574907.754907.974908.234908.534908.844909.164909.474909.804910.134910.464910.794911.104911.404911.624911.734911.744911.654911.474906.954907.074907.194907.314907.444907.584907.764907.984908.234908.534908.844909.154909.474909.804910.134910.464910.794911.104911.404911.624911.734911.744911.654911.470.49% -0.75% 1.33% 1.25% 1.25%PVI STA = 24+14.72PVI ELEV = 4911.36PVI STA = 22+11.85PVI ELEV = 4910.62PVI STA = 21+29.79PVI ELEV = 4909.53120.0' VC HP ELEV = 4911.75 HP STA = 23+39.73 PVI STA = 23+24.74 PVI ELEV = 4912.03 BVCS: 22+64.75BVCE: 4911.28EVCS: 23+84.72EVCE: 4911.58A.D. = 2.00 K = 59.99 122.5' VC PVI STA = 19+86.63 PVI ELEV = 4907.74 BCVS: 19+25.37BVCE: 4907.44ECVS: 20+47.89EVCE: 4908.50A.D. = 0.76 K = 161.49 -0.75% 0.51% 1.33% 1.25% 1.25%PVI STA = 24+14.71PVI ELEV = 4911.36PVI STA = 22+11.06PVI ELEV = 4910.61PVI STA = 21+29.81PVI ELEV = 4909.53120.0' VC HP ELEV = 4911.75 HP STA = 23+39.71 PVI STA = 23+24.72 PVI ELEV = 4912.03 BVCS: 22+64.74BVCE: 4911.28EVCS: 23+84.71EVCE: 4911.58A.D. = 2.00 K = 59.99 117.5' VC PVI STA = 19+87.28 PVI ELEV = 4907.75 BCVS: 19+28.54BVCE: 4907.45ECVS: 20+46.02EVCE: 4908.48A.D. = 0.74 K = 158.97 EXISTING GROUND (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) PROPOSED GRADE (TYP.) EXISTING GROUND (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) PROPOSED GRADE (TYP.) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R2 PLAN & PROFILESTREET B63 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00R1 R2 STAMATCH LINESEE SHEET18+00R1LEFT FLOWLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE STREET B SCALE : 1" = 40' (H) 1" = 5' (V) XXXX10" SS10" SS VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER STA. = 10+00.00 (STREET D) STA. = 21+70.78 (STREET B) 9' UTILITY EASEMENT 5' SIDEWALK R20' R20' R20' R20' PROPOSED DRAINAGE EASEMENTTRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT STREET B SEE SHEET R2 STREET D STREET B SEE SHEET R2 8' CROSS PAN 76' ROW54' FL-FLSTORM DRAIN LINE E SEE SHEET ST3 PROPOSED DRAINAGE EASEMENT R20' 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.)4910.644910.244911.154911.494911.734911.904912.024912.094912.104912.064911.964911.834911.694911.554911.404911.274911.154911.024910.904910.784910.694910.664910.684910.764910.884911.014911.114911.144911.124911.054910.920.50% -2.25%2.12% 0.54%-0.53% -0.56% -0.50%PVI STA = 10+00.00PVI ELEV = 4910.64PVI STA = 10+21.50PVI ELEV = 4910.16PVI STA = 17+83.03PVI ELEV = 4910.88PVI STA = 13+83.64PVI ELEV = 4911.36120.0' VC PVI STA = 10+89.07 PVI ELEV = 4911.59 BVCS: 10+29.07BVCE: 4910.32EVCS: 11+49.07EVCE: 4911.89A.D. = 1.62 K = 74.23 120.0' VC HP ELEV = 4912.10 HP STA = 12+19.06 PVI STA = 12+22.57 PVI ELEV = 4912.26 BVCS: 11+62.57BVCE: 4911.96EVCS: 12+82.57EVCE: 4911.92A.D. = 1.06 K = 112.99 120.0' VC HP ELEV = 4911.14 HP STA = 17+03.65 PVI STA = 17+03.03 PVI ELEV = 4911.30 BVCS: 16+43.03BVCE: 4910.98EVCS: 17+63.03EVCE: 4910.99A.D. = 1.07 K = 112.02 120.0' VC LP ELEV = 4910.66 LP STA = 15+52.34 PVI STA = 15+54.71 PVI ELEV = 4910.50 BCVS: 14+94.71BVCE: 4910.80ECVS: 16+14.71EVCE: 4910.83A.D. = 1.04 K = 115.25 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+004910.304909.834910.544910.814911.024911.174911.294911.364911.374911.334911.244911.104910.964910.824910.684910.554910.424910.304910.174910.054909.924909.804909.874910.004910.134910.264910.364910.414910.414910.364910.25-2.25% -0.55%-0.80% 0.50% 0.57% -0.56% -0.50%PVI STA = 10+00.00PVI ELEV = 4910.99PVI STA = 10+20.50PVI ELEV = 4910.52PVI STA = 17+71.04PVI ELEV = 4910.15PVI STA = 13+83.64PVI ELEV = 4910.63PVI STA = 15+53.80PVI ELEV = 4909.78120.0' VC HP ELEV = 4911.37 HP STA = 12+19.06 PVI STA = 12+22.57 PVI ELEV = 4911.53 BVCS: 11+62.57BVCE: 4911.23EVCS: 12+82.57EVCE: 4911.20A.D. = 1.06 K = 112.99 114.6' VC HP ELEV = 4910.41 HP STA = 16+95.24 PVI STA = 16+94.64 PVI ELEV = 4910.57 BVCS: 16+37.34BVCE: 4910.25EVCS: 17+51.94EVCE: 4910.26A.D. = 1.12 K = 102.17 -2.25% 1.61% 0.50% 0.52%-0.51% -0.56% -0.50%PVI STA = 10+00.00PVI ELEV = 4910.30PVI STA = 10+22.49PVI ELEV = 4909.79PVI STA = 17+95.01PVI ELEV = 4910.15PVI STA = 13+83.64PVI ELEV = 4910.63PVI STA = 15+55.58PVI ELEV = 4909.77120.0' VC PVI STA = 10+89.07 PVI ELEV = 4910.87 BVCS: 10+29.07BVCE: 4909.90EVCS: 11+49.07EVCE: 4911.17A.D. = 1.11 K = 107.81 120.0' VC HP ELEV = 4911.37 HP STA = 12+19.06 PVI STA = 12+22.57 PVI ELEV = 4911.53 BVCS: 11+62.57BVCE: 4911.23EVCS: 12+82.57EVCE: 4911.20A.D. = 1.06 K = 112.99 120.0' VC HP ELEV = 4910.42 HP STA = 17+12.04 PVI STA = 17+11.41 PVI ELEV = 4910.57 BVCS: 16+51.41BVCE: 4910.26EVCS: 17+71.41EVCE: 4910.27A.D. = 1.03 K = 117.06 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.)4910.994910.544910.794910.924911.044911.174911.294911.364911.374911.334911.244911.104910.964910.824910.684910.554910.424910.304910.174910.054909.924909.804909.904910.044910.184910.314910.394910.414910.374910.274910.12SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R3 PLAN & PROFILESTREET D64 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00R3 R4 STAMATCH LINESEE SHEET18+00R4RIGHT FLOWLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) ∆FUTURE 50' FL-FLFUTURE72' ROWFUTURE STORM DRAIN FUTURE STORM DRAIN PROPOSED LOT LINE PROPOSED LOT LINE FUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER R 2 0 ' R 2 0 'R20'TRACT B FUTURE DEVELOPMENT STA. = 18+25.67 (STREET D) STA. = 9+90.16 (STREET E) TRACT C FUTURE DEVELOPMENT U&DE STREET E SEE SHEET R6 8' CROSS PAN ∆ DEAD END BARRICADE R20'TRACT D FUTURE DEVELOPMENT 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 -0.82%PVI STA = 18+66.75PVI ELEV = 4910.19-0.82% 0.53%PVI STA = 18+66.75PVI ELEV = 4910.19PVI STA = 23+98.61PVI ELEV = 4911.78120.0' VC LOW PT ELEV = 4909.64 LOW PT STA = 19+70.65 PVI STA = 19+57.76 PVI ELEV = 4909.45 BVCS: 18+97.76BVCE: 4909.94EVCS: 20+17.76EVCE: 4909.76A.D. = 1.35 K = 88.89 -0.82% 0.53%PVI STA = 18+66.75PVI ELEV = 4910.19PVI STA = 23+98.61PVI ELEV = 4911.78120.0' VC LOW PT ELEV = 4909.64 LOW PT STA = 19+70.65 PVI STA = 19+57.76 PVI ELEV = 4909.45 BVCS: 18+97.76BVCE: 4909.94EVCS: 20+17.76EVCE: 4909.76A.D. = 1.35 K = 88.89 FUTURE GRADE (TYP.) EXISTING GROUND (TYP.)4910.544910.334910.134909.924909.764909.664909.644909.694909.804909.944910.074910.204910.334910.474910.604910.734910.864911.004911.134911.264911.394911.534911.66FUTURE ELEV. EXISTING ELEV. 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+004909.934909.754909.564909.724909.52-0.80%PVI STA = 18+51.10PVI ELEV = 4909.51-0.74%PVI STA = 18+82.22PVI ELEV = 4909.51PROPOSED GRADE (TYP.) EXISTING GROUND (TYP.) PROPOSED ELEV. EXISTING ELEV. PROPOSED GRADE (TYP.) EXISTING GROUND (TYP.) PROPOSED ELEV. EXISTING ELEV.FUTURE72' ROWFUTURE 50' FL-FLFUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER ∆ TRACT B FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE TRACT D FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R4 PLAN & PROFILESTREET D65 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00LINEMATCHSTA22+50LINEMATCHSTA22+50PROPOSED LOT LINE PROPOSED LOT LINE R3 R4 RIGHT FLOWLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET D SCALE : 1" = 40' (H) 1" = 5' (V)STAMATCH LINESEE SHEET18+00R3 FUTURE 36' FL-FLFUTURE57' ROWFUTURE VERTICAL CURB & GUTTER FUTURE VERTICAL CURB & GUTTER EXISTING GRAVEL ROAD TRACT B FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT STREET E DEAD E N D B A R R I C A D E 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 4+00 5+00 6+00 7+00 8+00 8+504911.804911.684911.554911.434911.304911.224911.204911.224911.304911.424911.544911.614911.634911.604911.524911.40-0.50%0.50%-0.50%PVI STA = 4+30.16PVI ELEV = 4911.90120.0' VC HP ELEV = 4911.63 HP STA = 7+48.05 PVI STA = 7+48.05 PVI ELEV = 4911.78 BVCS: 6+88.05BVCE: 4911.48EVCS: 8+08.05EVCE: 4911.48A.D. = 1.00 K = 120.00 BVCS: 8+25.07BVCE: 4911.40120.0' VC LOW PT ELEV = 4911.20 LOW PT STA = 6+00.84 PVI STA = 6+00.84 PVI ELEV = 4911.05 BVCS: 5+40.84BVCE: 4911.35EVCS: 6+60.84EVCE: 4911.35A.D. = 1.00 K = 120.00 FUTURE ELEV. (TYP.) EXISTING ELEV. (TYP.) FUTURE GRADE (TYP.) EXISTING GROUND (TYP.) 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 4+00 5+00 6+00 7+00 8+00 8+50 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4+00 5+00 6+00 7+00 8+00 8+50 4911.364911.244911.114910.994910.874910.744910.624910.554910.674910.804910.924911.054911.134911.144911.084910.964910.84-0.50%0.50%-0.50%PVI STA = 4+22.84PVI ELEV = 4911.37PVI STA = 5+94.49PVI ELEV = 4910.5290.0' VC HP ELEV = 4911.14 HP STA = 7+41.56 PVI STA = 7+41.56 PVI ELEV = 4911.26 BVCS: 6+96.56BVCE: 4911.03EVCS: 7+86.56EVCE: 4911.03A.D. = 1.00 K = 90.00 BVCS: 8+19.19BVCE: 4910.874911.304911.184911.054910.934910.804910.684910.564910.614910.744910.864910.994911.104911.144911.124911.034910.90-0.50%0.50%-0.50%PVI STA = 4+35.46PVI ELEV = 4911.37PVI STA = 6+07.12PVI ELEV = 4910.5290.0' VC HP ELEV = 4911.14 HP STA = 7+54.18 PVI STA = 7+54.18 PVI ELEV = 4911.26 BVCS: 7+09.18BVCE: 4911.03EVCS: 7+99.18EVCE: 4911.03A.D. = 1.00 K = 90.00 BVCS: 8+30.59BVCE: 4910.87FUTURE ELEV. (TYP.) EXISTING ELEV. (TYP.) FUTURE GRADE (TYP.) EXISTING GROUND (TYP.) FUTURE ELEV. (TYP.) EXISTING ELEV. (TYP.) FUTURE GRADE (TYP.) EXISTING GROUND (TYP.) SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R5 PLAN & PROFILESTREET E66 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTH R5 R6 LINEMATCHSTA8+50STAMATCH LINESEE SHEET8+50R6RIGHT FLOWLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) XX27" SS27" SS27" SS27" SS27" SSGASBLBLBLBLBLBLBLBLBLBLBLBLBLGGEEEEEEE GGGGG7999.7BFE=4905.858153.7 BFE=49 0 5 . 9 1 8239.3 BFE=4906.75 STA. = 9+90.16 (STREET E) STA. = 18+25.67 (STREET D)66' ROW42' FL-FLVERTICAL CURB & GUTTER ∆ TRACT B FUTURE DEVELOPMENT FRONTA G E ROAD FRO N T A G E ROA D STREET E ST R E E T D SE E S H E E T R3 STREET D SEE SHEET R4 R20' R20' R20' R20' PROPOSED DRAINAGE EASEMENT BRIDGE DESIGN BY OTHERS PROPOSED DRAINAGE EASEMENT 30' PEDESTRIAN ACCESS & TRAIL EASEMENT DETENTION POND C 5'SIDEW ALK 5 'SIDE W A L K 8' CROSS PAN 30' PEDESTRIAN ACCESS & TRAIL EASEMENT 7' SIDEWALK 7' SIDEWALK DEAD END BARRICADE VERTICAL CURB & GUTTER PROPOSED DRAINAGE EASEMENT DETENTION POND F TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT TRACT I FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT D FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT 35' SANITARY SEWER EASEMENT 30' SANITARY SEWER EASEMENT TO BOXELDER SANITATION DISTRICT 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.)PVI STA = 9+41.59PVI ELEV = 4910.23PVI STA = 9+60.85PVI ELEV = 4909.90PVI STA = 9+90.16PVI ELEV = 4910.53PVI STA = 10+14.03PVI ELEV = 4909.98PVI STA = 14+08.80PVI ELEV = 4912.62PVI STA = 12+70.80PVI ELEV = 4911.55PVI STA = 12+95.80PVI ELEV = 4911.93PVI STA = 13+20.80PVI ELEV = 4912.18PVI STA = 13+34.80PVI ELEV = 4912.25160.0' VC LP ELEV = 4909.57 LP STA = 11+06.66 PVI STA = 11+51.46 PVI ELEV = 4909.23 BCVS: 10+71.46BVCE: 4909.67ECVS: 12+31.46EVCE: 4910.79A.D. = 2.50 K = 64.00 120.0' VC PVI STA = 8+85.07 PVI ELEV = 4911.10 EVCS: 9+45.06EVCE: 4910.18A.D. = 1.03 K = 116.52 120.0' VC PVI STA = 8+85.07 PVI ELEV = 4911.10 EVCS: 9+45.06EVCE: 4910.18A.D. = 1.03 K = 116.52 FUTURE GRADE (TYP.) BRIDGE DESIGN BY OTHERS SEE ROUNDABOUT DESIGN PER AYRES PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) -0.55% -1.53%2.10%-2.30% 0.50% 1.95% 1.50%1.00%0.54% 4900 4905 4910 4915 4920 4900 4905 4910 4915 4920 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 -2.33%-0.69%2.19%1.92% -0.50% 0.50% 0.50% -2.00% -1.50%-1.00% 1.50% 1.00%1.50%1.91% 5.77% 1.00% 1.00%PVI STA = 9+35.28PVI ELEV = 4910.18PVI STA = 10+07.90PVI ELEV = 4910.13PVI STA = 9+53.95PVI ELEV = 4910.05PVI STA = 9+83.48PVI ELEV = 4910.70PVI STA = 12+70.80PVI ELEV = 4910.96PVI STA = 11+04.29PVI ELEV = 4908.92PVI STA = 14+08.80PVI ELEV = 4912.11PVI STA = 11+62.14PVI ELEV = 4909.21PVI STA = 10+32.90PVI ELEV = 4909.63PVI STA = 10+57.90PVI ELEV = 4909.26PVI STA = 10+79.29PVI ELEV = 4909.04PVI STA = 12+95.80PVI ELEV = 4911.34PVI STA = 11+87.14PVI ELEV = 4909.46PVI STA = 12+12.14PVI ELEV = 4909.84PVI STA = 12+30.77PVI ELEV = 4910.19PVI STA = 13+32.46PVI ELEV = 4911.73PVI STA = 13+20.80PVI ELEV = 4911.59PVI STA = 13+31.80PVI ELEV = 4911.70-0.69%PVI STA = 9+53.95PVI ELEV = 4910.05120.0' VC PVI STA = 8+79.19 PVI ELEV = 4910.57 EVCS: 9+39.19EVCE: 4910.15A.D. = 0.19 K = 618.77 -2.29% 0.50% -0.50% -1.06%2.04% -1.00% 1.99% 1.98% 1.50% -1.50% 0.50%1.00%1.50% 5.83% 1.00% 1.00%PVI STA = 9+47.54PVI ELEV = 4909.97PVI STA = 10+19.38PVI ELEV = 4909.82PVI STA = 14+08.80PVI ELEV = 4912.11PVI STA = 11+10.41PVI ELEV = 4908.92PVI STA = 9+67.38PVI ELEV = 4909.76PVI STA = 9+96.10PVI ELEV = 4910.36PVI STA = 10+76.68PVI ELEV = 4909.09PVI STA = 12+32.15PVI ELEV = 4910.19PVI STA = 12+70.80PVI ELEV = 4910.96PVI STA = 12+95.80PVI ELEV = 4911.34PVI STA = 10+51.68PVI ELEV = 4909.34PVI STA = 11+62.77PVI ELEV = 4909.18PVI STA = 11+87.77PVI ELEV = 4909.43PVI STA = 12+12.77PVI ELEV = 4909.81PVI STA = 13+32.45PVI ELEV = 4911.73PVI STA = 13+20.80PVI ELEV = 4911.59PVI STA = 13+31.80PVI ELEV = 4911.70-1.06%PVI STA = 9+67.38PVI ELEV = 4909.76120.0' VC PVI STA = 8+90.59 PVI ELEV = 4910.57 EVCS: 9+50.59EVCE: 4909.94A.D. = 0.56 K = 214.88 EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) EXISTING GROUND (TYP.) PROPOSED GRADE (TYP.) PROPOSED ELEV. (TYP.) EXISTING ELEV. (TYP.) BRIDGE DESIGN BY OTHERS BRIDGE DESIGN BY OTHERS 3' CURB TRANSITION FROM VERTICAL CURB TO NO PAN ON BRIDGE DECK 43.6" 3' CURB TRANSITION FROM VERTICAL CURB TO NO PAN ON BRIDGE DECK 43.6" 70.00' CLEAR SPAN 70.00' CLEAR SPAN 4910.084910.524910.324909.794909.384909.094908.944909.024909.154909.344909.654910.084910.564911.024911.384911.634911.824911.954912.074910.104910.214910.314909.924909.794909.654909.574909.604909.724909.944910.254910.664911.154911.624911.974912.204912.334912.464912.584909.954909.934910.274909.744909.364909.114908.974908.994909.124909.314909.624910.054910.554911.024911.384911.634911.824911.954912.07SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R6 PLAN & PROFILESTREET E67 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25CENTERLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 NORTH R5 R6LINEMATCHSTA8+50STAMATCH LINESEE SHEET8+50R570.00' CLEAR SPAN RIGHT FLOWLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE STREET E SCALE : 1" = 40' (H) 1" = 5' (V) STORM DRAIN LINE E SEE SHEET ST3 X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X6" WT TSSSS 8" SS8" SS8" SS8" SS10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" SS10" SS10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S 10" S S EWWWWWWWWWTH2OSGGOHUOHUOHUOHUOHUOHUOHU30" SS30" S SS SSTRACT G FUTURE DEVELOPMENT 7 1 1 1 1 7 1 1 1 1 7 1 1 1 1 7 1 1 1 1 STRE E T B PROSPECT ROADOWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M 7' BIK E L A N E 11' T R A V E L L A N E 7' BIK E L A N E 11' T R A V E L L A N E 5' SID E W A L K 5' SID E W A L K 3' BIKE BUFFER 3' BIKE BUFFER 7' 7' 11' 11' A B L B B B TRACT F OPEN SPACE X X X X X X X X X X X X X X X XXX10" SS 10" SS 10" SS 10" SS 10" SS 10" SS10" SS10" SS 10" SS 10" SS10" SSW7 1 1 1 1 1 1 1 7 1 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT STREET B FUTURE STREET B OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE STREET D SEE SHEET R3 7' BIKE LANE 11' TRAVEL LANE 7' BIKE LANE 11' TRAVEL LANE 5' SIDEWALK 5' SIDEWALK 3' BIKE BUFFER 3' BIKE BUFFER 7' 7' 11' 11' FUTURE 8' BIKE LANE FUTURE 10' TRAVEL LANE FUTURE 8' BIKE LANE FUTURE 10' TRAVEL LANE FUTURE 4.5' SIDEWALK FUTURE 4.5' SIDEWALK 10' 10' 8' 8' 4.5' A B L L TRACT B FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R7 SIGNAGE & STRIPING PLANSTREET B68 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00R7 / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. YELLOW ISLAND CROSS HATCHING10 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 KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE 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 LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 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 TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: ###STREET SUF P0TS A SIGNAGE LEGEND: BLINEMATCHSTA18+00NORTH B XXXXX10" SS10" SS10" SS TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT STREET B SEE SHEET R7 STREET D 5' BIKE LANE 11' TRAVEL LANE 5' BIKE LANE 11' TRAVEL LANE 5' SIDEWALK 5' SIDEWALK 7 1 1 1 8' PARKING 8' PARKING 1 1 1 7 1 1 1 1 1 1 7 1 1 1 1 1 1 11' 11' 8' 8' 3' PARKING BUFFER 3' PARKING BUFFER A L L 1 FUTURE 5' BIKE LANE FUTURE 10' TRAVEL LA N E FUTURE 5' BIKE LANE FUTURE 10' TRAVEL LA N E FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE 7' PARKING FUTURE 7' PARKING 10' 10' 5' 5' 7' 7' FUTURE 3' PARKING BUFFER FUTURE 3' PARKING BUFFER FUTURE 50' FL-FLFUTURE72' ROW 1 1 1 7 1 1 1 TRACT B FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE STREET E SEE SHE E T R 9 A TRACT D FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R8 SIGNAGE & STRIPING PLANSTREET D69 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet04040 40 80 120 LINEMATCHSTA18+00R8 / / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. YELLOW ISLAND CROSS HATCHING10 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 KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE 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 LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 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 TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: ###STREET SUF P0TS A SIGNAGE LEGEND: BLINEMATCHSTA18+00LINEMATCHSTA22+50LINEMATCHSTA22+50NORTH NORTH NORTH TRACT B FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT FUTURE TRAVEL LANE FUTURE TRAVEL LANE FUTURE 4.5' SIDEWALK FUTURE 4.5' SIDEWALK 18' 18'FUTURE 36' FL-FLFUTURE57' ROWFUTURE STREET E XX27" SS27" SS27" SS27" SS27" SSGASBLBLBLBLBLBLBLBLBLBLBLBLBLGGEEEEEEE GGGGGYIELD YIELDYIELDYIELDYIELD YIELDYIELDYIELDFRONTA G E R O A D TRACT D FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE STRE E T E 11' TRAVEL L A N E 11' TRAVEL L A N E 5' SIDEWALK 5' SIDEWALK 7' BIKE LANE 7' BIKE LANE 11' 11' 7' 7' 3' BIKE BUFFER 3' BIKE BUFFER 7 1 1 1 1 1 1 7 1 1 A L J K B B TRACT B FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT J FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 R9 SIGNAGE & STRIPING PLANSTREET E70 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet0#### ## ##### NORTH R9 LINEMATCHSTA8+50/ / / / / / / /PROPOSED EDGE OF ASPHALT PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: PROPOSED LOT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO LANDSCAPE PLANS FOR STREET TREE INFORMATION, AND SURVEY DOCUMENTS FOR ADDITIONAL RIGHT-OF-WAY AND EASEMENT INFORMATION. YELLOW ISLAND CROSS HATCHING10 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 KA E F G I J M LANE REDUCTION ARROW PREFORMED PLASTIC PAVEMENT MARKING MEDIAN LINE YELLOW 18" WIDE1150' O.C. 45° ANGLES 10'30'10'30'10'4" BROKEN WHITE12 10' N "LANE ENDS" PREFORMED PLASTIC PAVEMENT MARKING 3'3'3'3'3'4" WHITE DASHED LINE 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 LARIMER COUNTY URBAN AREA STREET STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD. 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 TOWN OF TIMNATH AND CITY OF FORT COLLINS ENGINEERS PRIOR TO PERMANENT INSTALLATION OF STRIPING AND SYMBOLS. G.PRE-FORMED THERMO-PLASTIC APPLICATIONS SHALL BE AS SPECIFIED IN THESE PLANS AND/OR THESE STANDARDS. H.EPOXY APPLICATIONS SHALL BE APPLIED AS SPECIFIED IN CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. I.ALL SURFACES SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF STRIPING OR MARKINGS. J.ALL SIGN POSTS SHALL UTILIZE BREAK-AWAY ASSEMBLIES AND FASTENERS PER THE STANDARDS. K.A FIELD INSPECTION OF LOCATION AND INSTALLATION OF ALL SIGNS SHALL BE PERFORMED BY THE CITY OF FORT COLLINS ENGINEERS. ALL DISCREPANCIES IDENTIFIED DURING THE FIELD INSPECTION MUST BE CORRECTED BEFORE THE 2-YEAR WARRANTY PERIOD WILL BEGIN. L.THE DEVELOPER INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. M.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. N.SIGNAGE AND STRIPING HAS BEEN DETERMINED BY INFORMATION AVAILABLE AT THE TIME OF REVIEW. PRIOR TO INITIATION OF THE WARRANTY PERIOD. THE CITY OF FORT COLLINS RESERVES THE RIGHT TO REQUIRE ADDITIONAL SIGNAGE AND/OR STRIPING IF THE CITY OF FORT COLLINS 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. STRIPING LEGEND:STRIPING NOTES: 3'3'3'3'3'8" WHITE DASHED LINE (NOTE: ALL ITEMS MAY NOT APPLY TO THIS PLAN) PAVEMENT STRIPING PAVEMENT MARKINGS STRAIGHT ARROW (15 S.F. EA.) PREFORMED PLASTIC PAVEMENT MARKING 30'10'30'10' LEGEND: ###STREET SUF P0TS A SIGNAGE LEGEND: BLINEMATCHSTA8+50NORTH 10.7010. 6 2 1 1 . 2 3 10.7110.521 0 . 6 1 10.169.791 0 . 0 8 9. 4 5 9. 5 3 9.4 5 10.052.6%2.8% 2.3%2.3%1.4%1.7%1.4%0.9%0.5% 1.6% 1 0 . 6 4 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER R20.00 R20.00 VERTICAL CURB & GUTTER 5' SIDEWALK5' SIDEWALK5' SIDEWALK 5' SIDEWALK STREET BSTREET D 1 0 . 9 0 1 1 . 1 8 1 1 . 1 8 2.2%2.2%1 1 . 9 1 85.04' CROWN TRANSITION 1 0 . 9 0 1 0 . 9 7 1.8%2.1%1 1 . 6 0 54' FL-FL76' ROW2.3%2.2%10.072.2%2.2% 0.1%1.1% 2 . 0% 2 . 2% 0.5% 0.8% 0.8% 1.1%1.1%0.8% 10. 1 5 10. 8 8 10. 8 2 10. 0 9 9.739.88 9.85 9.49 9.5 2 10. 1 9 9.5 29.489.9410.0210.3110. 1 9 10. 5 3 10. 0 5 9.9 0 9.7 6 TRACT B FUTURE DEVELOPMENT TRACT G FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE STRE E T D STREET E VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER VERTICAL CURB & GUTTER 5 'S I D E W A L K 5 'S ID E W A L K 5'SI DEWALK5'SI DEWAL K36' FL-F L 50' FL -FL54' FL-FL65' ROW 1.2%0.6%2.2%2.2%9.058.929.139.09 8.92 9.12 9.7193' CROWN TRANS IT ION 1 . 1% 0 . 5% 1 . 0% 0 . 5%2.5%2.5% 9.572. 1% 2 . 3% 9.9 8 9.289.649.34 1 . 4% 1 . 4% TRACT D FUTURE DEVELOPMENT SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 INT1 INTERSECTION DETAILS71 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH ( IN FEET ) 1 inch = ft. Feet0#### ## ##### EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER EXISTING EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / // / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS 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 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS AT MAXIMUM SPACING OF 50 FEET. 5.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. PROPOSED STORM INLET PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE INTERSECTION DETAILA A INTERSECTION DETAILB B SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D1 SITE DETAILS72 CURB AND GUTTER100 102 STREET INTERSECTION CROSSPAN 103 ASPHALT PAVING DETAIL (CROSSPAN)MEDIAN (ISLAND CURBS)101 104 SIGN POST SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D2 SITE DETAILS73 108 110 TYPICAL BICYCLE LANE PAVEMENT MARKINGS 111 STREET NAME SIGN 114 CONDUIT AND PULL BOXES FOR FIBER OPTIC LINES 115 TRENCH DETAIL STANDARD PAVEMENT MARKINGS109 112 URBAN ROUNDABOUT SIGN DETAILS STANDARD TEMPORARY DEAD END BARICADES113 NO PARKING BIKE LANE SIGN DETAIL *CONTRACTOR TO VERIFY SIGN REQUIREMENTS WITH CITY OF FORT COLLINS TRAFFIC OPERATIONS PRIOR TO INSTALLATION SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D3 SITE DETAILS74 116 118 SIDEWALK DETAILTRUNCATED DOME DETAIL117DIRECTIONAL ACCESS RAMP DETAIL SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D4 WATER DETAILS75 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT 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. before you dig.Call R 300 TYPICAL FIRE HYDRANT INSTALLATION 301 302 VALVE DETAIL 304 TRENCH AND BEDDING DETAIL 305 TRENCH DETAIL WATER MAIN LOWERING DETAIL 306 AIR RELIEF/VACUUM VALVE 303 TYPICAL THRUST BLOCK DETAIL SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D5 WATER DETAILS76 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT 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. before you dig.Call R 400 TRACE WIRE BOX DETAIL SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D6 SEWERLINE DETAILS77 UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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. before you dig.Call R 601 CONCRETE ENCASEMENT DETAIL602TYPICAL GROUNDWATER BARRIER 603 CROSSING AND CASING DETAIL 604 605 DITCH CROSSING DETAIL TRENCH BEDDING DETAIL 606 STANDARD MANHOLE 607 INSIDE DROP MANHOLE 608 SUBDRAIN MAIN - INSTALLATION DETAILS SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D7 DRAINAGE DETAILS78 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. before you dig.Call R 607 CONCRETE TRICKLE PAN 605 CONCRETE END SECTIONS 606 STANDARD CONCRETE NOTES E C B E E C D PLAN STANDARD CONCRETE NOTES 1.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI 318, ACI 304, AND ACI 315. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS WITH 4%-6% ENTRAINED AIR AND TYPE II CEMENT UNLESS NOTED OTHERWISE. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B". ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH = 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER = 2" #5 AND SMALLER AND WWF = 1 1/2" CONCRETE NOT EXPOSED TO WEATHER NOR CAST AGAINST EARTH: SLAB AND WALL = 3/4" BEAMS AND COLUMNS = 1 1/2" A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNLESS NOTED OTHERWISE IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER ICBO AND MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 2. 3. 5. 6. 7. 4. 600 STORMWATER BEDDING REQUIREMENTS 601 STANDARD MANHOLE 602 FLAT TOP MANHOLE o MANHOLE CHANNELING603 DETENTION POND DEPTH GAUGE604 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 D8 DRAINAGE DETAILS79 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. before you dig.Call R SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B POND STORMWATER OUTLET STRUCTURE CC A A B B 3'-6"Ls1' 6"Ws6"6"VARIESVARIES6"Ws/2Ws/2SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 2'-6"6"WoWo Wo Wp 1'(MAX.)PLAN 6"3"CLR.D1 GENERAL NOTES SECTION D-D EURVD D A A OPP. CLR. ABBREVIATIONS @ # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND WQINV. ELEV.6"6"Ls WsDWQ12 DWQ802 D8 EMERGENCY SPILLWAY DETAIL MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) TOP OF WALL (B) 801 STANDARD MANHOLE COVER Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16" max.NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout 800 CONCRETE SIDEWALK CULVERT 803 D8 OUTLET STRUCTURE SUMMARY POND B POND C POND D POND E POND F POND G POND H ELEV A.4902.16 4902.75 4902.58 4897.40 4901.02 4898.92 4899.03 ELEV B.4905.53 4906.39 4904.20 4900.54 4902.87 4900.76 4901.69 ELEV C.4907.03 4907.64 4905.45 4901.79 4904.12 4901.76 4902.94 DEURV (ft)2.11 3.64 1.62 3.14 1.85 1.84 1.42 Ls (ft)6.00 5.00 5.00 5.00 5.00 4.00 5.00 Ws (ft)11.00 7.00 4.00 5.00 5.00 8.00 6.00 Wo (in)6 6 6 6 6 6 6.0 WQ PLATE HOLE DIA. (in)0.94 2.03 0.66 1.25 1.37 1.07 0.94 Dwq (ft)1.92 2.21 1.20 1.73 1.15 1.20 1.19 # OF ROWS 3 3 3 3 3 3 3 # OF COLUMNS 1 1 1 1 1 1 1 WQ Plate Hole Sizing Pond ID WQ Orfice Area (sq. in.)Hole Dia. (in) Pond B 0.69 0.94 Pond C 3.25 2.03 Pond D 0.34 0.66 Pond E 1.23 1.25 Pond F 1.48 1.37 Pond G 0.9 1.07 Pond H 0.69 0.94 100-yr Orifice/Restrictor Plate Pond ID 100-yr Orifice (in)100-yr Restrictor Plate Pond B 45.3" diameter N/A Pond C N/A 18.80 Above Invert (30" Outlet Pipe) Pond D N/A 9.40" Abover Invert (18" Outlet Pipe) Pond E N/A 14.00" Above Invert (18" Outlet Pipe) Pond F N/A 14.40" Above Invert (18" Outlet Pipe) Pond G N/A 13.50" Abover Invert (18" Outlet Pipe) Pond H 29.9" diameter N/ADEURV SDSDSDSDSD SD SD SDSDSDSD SD SDSDXXXFOFOFOFOXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / / / / / / / / / / / / / / / / / // / / / / / / /XXXXXX X XXXXSS 10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS W W W W W W W W W W W / / / / / / / // / / / / / / // / / / / / / /WWWWW W W W 8 " W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" WWWWWW WWWW WWWWWW X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXB L BLBLBLBLBLBLBLBL BLBL BL BLBL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBLBLBL BL BLBLBLBLB L BLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLSDSDSDSDSDSDS H2O H2OHY D S FE SD SGGG XXXXX XXGGGGGGGE EE E E E EEEEEEGGGGGGGEE E GGGGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W FE SD FE SW W H2O H2O H2O H2O HY DWWWSTSTST12" W 12" W TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT SFSFSFPROSPECT ROAD FRONTAGE ROADSTREET BSTREET D FRONTAGE ROAD S T R E E T E 8:1 21.1 % 65 : 1 1.5%7:18:14:19:16:14:1 5 : 1 5:16:16:15:150 : 1 83:12.1%2.3%2.3%2.3%2.3%2. 4 % 2.3% 2.3% 2.4% 2.4% 1.6% 2.1% 4.0% 5.1% 1.5% 1.8 %4.9%0.8% 38:1 1.9%5:17:17:15:17:18.8%6:1 4.0%3.2%4.3 %6.3% 7.3%13.3%0.4%0.9%0.3%0.4%0.3%0.7%6:14 : 1 6:149:152:16:1 5 :1 2.1%1.3%0.9%2.7% 2.8% 2.3 % 9. 3 %12.8%SFSFSFSFS F SF SF SF SF SFSFSFSFSFSFSFSF SF MU MU MU MU MU MUSFSFSFSFTRACT H OPEN SPACE DE TRACT I FUTURE DEVELOPMENT TRACT J FUTURE DEVELOPMENT TRACT E OPEN SPACE U&DE TRACT F OPEN SPACE TRACT D FUTURE DEVELOPMENT MUSFSFSF SF SFSFSFLODLODLOD LODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLOD LODLODLODLOD LOD LODLOD LOD LOD LODLODLODLODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LODLOD LOD LOD LODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LOD LOD LOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLOD LODLOD LOD LOD LOD LOD LO D LOD LOD LOD LODLODLOD LODLODLODLODLODLODLOD LOD LODLODLOD LODLODLODLO D LOD LOD LODLODLODLODLODLODLODLODLODLODFUTURE STORM DRAIN PROPOSED DRAINAGE AND UTILITY EASEMENT STORM DRAIN C SEE SHEET ST1 STORM DRAIN D SEE SHEET ST2 STORM DRAIN B SEE SHEET ST1 STORM DRAIN C3.1 SEE SHEET ST2 STORM DRAIN A SEE SHEET ST1 STORM DRAIN E SEE SHEET ST3 STORM DRAIN F SEE SHEET ST3 STORM DRAIN G SEE SHEET ST4 STORM DRAIN H SEE SHEET ST4 PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT PROPOSED DRAINAGE EASEMENT STORM DRAIN I SEE SHEET ST4 APPROXIMATE LOCATION 27" GREELEY WATERLINE KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25NORTH EC1 ERIOSION CONTROL PLAN80 ( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 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. before you dig.Call R SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SFSILT FENCE SF ROCK SOCK RS RIP RAP RP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.TOTAL DISTURBED AREA = 66.5 ACRES 3.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY NEAR SATURATION. 6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS 2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. GENERAL NOTES: WD CONCRETE WASH AREA CWA OUTLET PROTECTION OP LIMITS OF DISTURBANCE LOD ECB EROSION CONTROL BLANKET MUSEEDING AND MULCH STABILIZED STAGING AREA SSA STOCKPILE SP TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD FORTH FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. 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. 14.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. 15.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. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR ADDITIONAL INFORMATION. EROSION CONTROL NOTES: CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 66.5 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES TOTAL STORAGE/STAGING AREA ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY EXISTING SOIL TYPE C-D CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) 6.7 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS 0 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE 300,000 SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA 0 FEET EC2 EC1 MATCHLINE-SEE SHEET EC2 XXXXXXXXXXXXXXXXXXXXXXXXX X X X X/ / / / / / / // / / / / / / /XXXXXXXXXX WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W WWWWWWWW BLBL BL BLBL BL BLBLBLBLC A N A L D R I V E SMITHFIELD DRIVESTOCKTON AVENUESHERRY DRIVEEAST LOCUST ST R E E T PLEASANT ACRES DRIVE 3.2% 6:1 2.4%6:10.6%6:16:16:16:12.7%2.1%2:14:14:14:18:12:16.2%10:15.6%2.0%2:11.3%0.3%TRACT B FUTURE DEVELOPMENT 0.8%4.6%2.0%2.1%3.3%8:12.0%1.2%MU MU MU TRACT A OPEN SPACE DE SFSFSFLODLODLODLODLODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODL O D LOD LOD LOD LOD LOD LOD LOD LO D L O D L O D L O D L O D L O D LO D LO D L O D L O D LO D LOD LOD LODLODLODLODLODLODLODLODPOND SLOPES TO BE STABILIZED BY LINER. SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 LEGEND: PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET WATTLE DIKE INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SFSILT FENCE SF ROCK SOCK RS RIP RAP RP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.TOTAL DISTURBED AREA = 66.5 ACRES 3.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY ASS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5.REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM THE DANDY SACK, SURFACE AND VICINITY OF THE UNIT AFTER EACH STORM EVENT. IF USING OPTIONAL OIL ABSORBENTS, REMOVE AND REPLACE ABSORBENTS WHEN THEY NEAR SATURATION. 6.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 7.ALL DISTURBED SOILS SHALL BE RESEEDED WITH A COVER CROP UPON COMPLETION OF THE INFRASTRUCTURE IMPROVEMENTS. THE RECOMMENDED SPECIES AND APPLICATION RATES OF PURE LIVE SEED FOR COVER CROPS ARE AS FOLLOWS: GREAT BASIN WILRYE 3LBS/ACRE GREEN NEEDLEGRASS 2LBS/ACRE INDIAN RICEGRASS 1LBS/ACRE SLENDER WHEATGRASS 2LBS/ACRE THICKSPIKE WHEATGRASS 3LBS/ACRE WESTERN WHEATGRASS 4LBS/ACRE TRITICALE 10LBS/ACRE WINTER WHEAT 5LBS/ACRE 8.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR GATEWAY AT PROSPECT BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 9.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. GENERAL NOTES: WD CONCRETE WASH AREA CWA OUTLET PROTECTION OP LIMITS OF DISTURBANCE LOD ECB EROSION CONTROL BLANKET MUSEEDING AND MULCH STABILIZED STAGING AREA SSA STOCKPILE SP NORTH EC2 EROSION CONTROL PLAN81 ( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 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. before you dig.Call R TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: WATERFIELD FORTH FILING CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. 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. 14.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. 15.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. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR ADDITIONAL INFORMATION. EROSION CONTROL NOTES: KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25EC2 EC1 MATCHLINE-SEE SHEET EC1 CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 66.5 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 62.3 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 4.2 ACRES TOTAL STORAGE/STAGING AREA ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~2.5%DENSITY EXISTING SOIL TYPE C-D CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) 6.7 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS 0 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE 300,000 SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA 0 FEET EC3 ERIOSION CONTROL DETAILS82 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R VEHICLE TRACKING CONTROL PAD SHALL BE LOCATED AT EVERY ACCESS POINT TO THE CONSTRUCTION SITE. A SIGN SHALL BE PLACED NEXT TO THE VEHICLE TRACKING CONTROL PAD TO DESIGNATE THE LOCATION AS THE CONSTRUCTION ENTRANCE/EXIT. VEHICLE TRACKING CONTROL PADS SHALL CONSIST OF HARD, DENSE, DURABLE STONE, ANGULAR IN SHAPE AND RESISTANT TO WEATHERING. ROUNDED STONE (i.e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x4'S, PIPES, DIRT, GRAVEL OR ASPHALT, SHALL BE PLACED IN GUTTER TO FACILITATE MOUNTING CURB; HOWEVER, CURB MAY BE CUT DOWN TO A HEIGHT OF 2" OR HIGHER FOR EASIER ACCESS AND REPLACED AT PROJECT COMPLETION. OTHER ACCESS DEVICES MAY BE USED AS ACCEPTED BY THE CITY.CURB CUT50' MIN. 2" MIN.6" MIN. 6" MIN. ALTHOUGH NOT NORMALLY USED, THE CITY RESERVES THE RIGHT TO REQUIRE VEHICLE TRACKING CONTROL WITH A TEMPORARY CATTLE GUARD AND/OR WHEEL WASH FACILITIES AT SITES WHERE TRACKING ONTO PAVED AREAS BECOMES A SIGNIFICANT PROBLEM AS DETERMINED BY THE CITY INSPECTOR. IF VEHICLE TRACKING CONTROL WITH WHEEL WASH FACILITIES ARE REQUIRED, ALL WHEELS ON EVERY VEHICLE LEAVING THE SITE SHALL BE CLEANED OF MUD USING A PRESSURE-WASHER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A WATER SOURCE AND CONSTRUCTING A WASHWATER SEDIMENT TRAP. 5. 6. IF VEHICLE WHEEL WASH FACILITIES ARE REQUIRED, CONTRACTOR SHALL INSPECT VEHICLE TRACKING CONTROL AND WHEEL WASH FACILITIES DAILY. ACCUMULATED SEDIMENTS SHALL BE REMOVED FROM THE PAD SURFACE. ACCUMULATED SEDIMENT IN THE WASHWATER/SEDIMENT TRAP SHALL BE REMOVED WHEN THE SEDIMENT REACHES AN AVERAGE DEPTH OF 12-INCHES. 4. 5. VTC 001 CONCRETE WASHOUT AREA 003 ROCK SOCK DETAIL 004 VEHICLE TRACKING CONTROL PAD 007 TYPICAL CROSS-SECTION FOR ABUTMENT RIPRAP ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING ROCK SOCK INSTALLATION NOTES 1.SEE PLAN VIEW FOR: - LOCATION (S) OF ROCK SOCKS. 2.CRUSHED ROCK SHALL BE 11 2" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (11 2" MINUS). 3.WIRE MESH SHALL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF 1 2", RECOMMENDED MINIMUM ROLL WIDTH OF 48". 4.WIRE MESH SHALL BE SECURED USING "HOG RINGS" OR WIRE TIES AT 6" CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5.SOME MUNICIPALITIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 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 WIRE ENCLOSED 1 1/2" WASHED ROCK2'RS 005 SILT FENCE/PERIMETER PROTECTION002SWALE WATTLE DIKE NOTES 1.CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE. 2.VEHICLE TRACKING CONTROL IS REQUIRED IF ACCESS TO CONCRETE WASHOUT AREA IS OFF PAVEMENT. 3.SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 4.THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 5.THE CONCRETE WASHOUT SHOULD BE EMPTIED WHEN HALF OF TOTAL HOLDING CAPACITY HAS BEEN REACHED. 6.AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN ACCEPTED WASTE SITE. 7.WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. 8.LOCATION OF CONCRETE WASHOUT AREA IS CONCEPTUAL ONLY. FINAL LOCATION TO BE DETERMINED IN THE FIELD AT CONTRACTOR'S DISCRETION. 3H:1V OR FLATTER SIDE SLOPES 12" MIN 8'x 8' MIN OR AS REQUIRED TO CONTAIN WASTE CONCRETE 12"2'-0" MIN. COMPACTED EMBANKMENT MATERIAL, TYP. BERM AROUND PERIMETER GROUND SURFACE SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA *IMPERMEABLE LINER MAY BE NEEDED IF GROUND WATER IS ENCOUNTERED. POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF SF RP NOT TO SCALE PLANTED RIPRAP INSTALLATION 006 RIPRAP DETAIL 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 1.75 Type L 4.00 7.00 1.5 Storm Line B 1.50 Type L 20.00 6.00 1.5 Storm Line C 2.50 Type L 5.00 10.00 1.5 Storm Line D 2.00 Type L 8.00 8.00 1.5 Storm Line E 4.00 Type M 11.00 16.00 2.0 Storm Line F 1.25 Type M 2.00 5.00 2.0 Storm Line G 2.50 Type L 3.00 10.00 1.5 Storm Line H 1.50 Type L 3.00 6.00 1.5 Storm Line I 1.50 Type L 8.00 6.00 1.5 Storm Line J 3.00 Type M 8.00 12.00 2.0 Storm Line K 1.50 Type M 3.00 6.00 1.5 008 RIPRAP DETAIL EC4 EROSION CONTROL DETAILS83 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R 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, INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING (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"TOPSOIL6" 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 MAX.70% EROSION CONTROL BLANKET008 OUTLET PROTECTION010 AA PLAN VIEW SECTION A-A 2:1 OP WQCV 009 REVEGETATION SPECIFICATIONS “” “” • IP 011 INLET PROTECTION IP2 X XXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FO FO XXXXX X XX X X X X X XXXX X XXX X XXXXXXXXXXXXXXXOHE/ / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXX XXTTOH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEX10" SS 10" SS 10" SSE ETT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /TTFOFOIFOFOTT SVAULTELECTCONTROLIRRVAULT ELECT SV.P.GASTESTSTAVAULTELECT STESTSTAMHXXX/ / / / / / / /X/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XGASGASGASCONTROLIRRCONTROLIRR F.O.F.O.F.O.ELECELECELECELECELECELECELECELECELECELECVAULTELECVAULTELECVAULTELECVAULTELECACSH2OH2OWTF ESH2OH2OWH2OH2OWELECFESVAULTELECVAUL TELEC TRAFF I C VAUL T EVAUL TELEC TRAFF I C VAUL T ELEC H2OHYD T ST ST ST SVAUL TELEC ELEC VAULTELEC VAULTELECS FESDSX XTOHUOHUOHUOHUOHUOHUOHUSS12" WFESDF ESWWH2OH2OH2OH2OHYDWST12" WA1B1C1E1G1H1D1D2F3C2E2BOX1H2PUD1e2h2b1INTERIM POND BPOND CINTERIM POND HPOND EOWNER:ANDERSONKENNTH E &JULIE ANNOWNER:DEADMONDLARRY L &NANCY KOWNER: CULBERTSON DAVID M OWNER: SEASTAR LIMITEDPARTNERSHIPOWNER:DESELMSROBERT A &K DENISEOWNER: 1303FRONTAGEHOLDINGS LLCOWNER:GLANZTHOMASJ/LAURA POWNER:MOODYMARILYNJOANNEOWNER:WHITEWESLEY RANGELA MOWNER: BADECARLA MOWNER:K AND MCOMPANYOWNER:BOARD OF GOVERNORSCSU SYSTEMOWNER:NORMANDINKIM WOWNER:JORDANDAVID WOWNER:SILVERTIPREALTY LLCOWNER: HIXONTIMOTHY ROWNER: 913SMITHFIELDLLCOWNER: R WPROPERTIESOWNER:AMERIGASPROPANE LPOWNER:SCHNORRGARY L TRUSTOWNER: CTENTERPRISESLLCOWNER: 901HOLDINGCOMPANY LLPOWNER: DAKAPROPERTIES LLCOWNER: FORNEYINDUSTRIES INCOWNER: 3824CANAL LLCOWNER: 3800CANAL DR LLCOWNER: AMERICANBUILDERS ANDCONTRACTORSOWNER: CANALHOLDINGS LLCOWNER: BALLAINVESTMENTS LLCOWNER: RASSHOLDINGS LLCOWNER: RASSHOLDINGS LLCOWNER:DEANANDREW GOWNER: BALDWINTHOMASR/JANELLE ROWNER: CROISSANTPETER AOWNER: SLATEROBERT STEPHENOWNER: SHEAFORSHERYLOWNER: BEITZMAYNARDL/CALISTA K OWNER: SLATEROBERT STEPHENOWNER: MARTINEZRONALD A/LINDAM/SHANE MM/CAROLINA GOWNER: USMOBILE MODULAROWNER: USMODULARSALES COOWNER:AMERIGASPROPANE LPOWNER: SOUKUPREED M/CATHARINE KOWNER: COOPERSLEWOPENSPACE ASSNOWNER: 3445KENWOOD DR LLCOWNER: SMITHMACKENZIE ROWNER: SULLIVANSHERI SUE OWNER: BACADAVID/LUCIE IOWNER: GRIEGOPATRICIA J TRUSTOWNER: SECORRAYMOND D/ANN DOWNER:RAINSBERGERNICHOLAS J OWNER: ROGERSROY D/SHARON SOWNER: OAKESFAMILY TRUSTOWNER: NEWTONGERRITT B OWNER: MCNEALSTEPHEN WOWNER: GEILENKIRCHENGLEN JOWNER: WERTHGAIL ROWNER: LUNDEERIK/LUCILEOWNER: PIOTROWSKIPETER MARKOWNER:DAVIDSON REEDOWNER: MOWERYDEVELOPMENTLLCOWNER: 1303FRONTAGEHOLDINGS LLCOWNE R : 1 3 0 3 FRON T A G E HOLDI N G S L L CSTREET BSTREET EFRONTAGE ROADSWFRONTAGE RDTEMPORARYSWALEEXISTING BOXCULVERTSEXISTING BOXCULVERTSFRONTAGE ROAD B O X E L D E R C R E E K BOXELDER CREEKNATURAL HABITATBUFFER ZONETRACT BFUTURE DEVELOPMENTTRACT DFUTURE DEVELOPMENTTRACT GFUTURE DEVELOPMENTNODE 887(PER AYERS ASSOCIATESSWMM MODEL)NODE 886(PER AYERS ASSOCIATESSWMM MODEL)BOXELDER CREEK100-YR OVERFLOWCHANNELCACHE LA POUDRE RIVER INLETPROPOSED 100-YRFLOODPLAINF1F2f20 . 3%POND FPROSPECT ROADPOND GIRRIGATION PONDSTORM DRAIN LINE ASEE SHEET ST1STORM DRAIN LINE BSEE SHEET ST1STORM DRAIN LINE CSEE SHEET ST1STORM DRAIN LINE DSEE SHEET ST2STORM DRAIN LINE ESEE SHEET ST3STORM DRAIN LINE FSEE SHEET ST3STORM DRAIN LINE GSEE SHEET ST4STORM DRAIN LINE HSEE SHEET ST4STORM DRAIN LINE ISEE SHEET ST4STORM DRAIN LINE JSEE SHEET ST4INLET A3INLET A2OUTLET B2OUTLET C6INLET D5INLET D3OUTLET E3INLET F2INLET F3OUTLET I2d2d1h1e1f1STREET D1.1%0.9%4.9%5.6%2.1%2.1%BOX2OUTLET H2OUTFALL G2PROPOSEDBRIDGEBOXELDER CREEKNATURAL HABITATBUFFER ZONEf3c2OUTLET K2STORM DRAIN LINE KSEE SHEET ST2c1TRACT HOPEN SPACEDETRACT IFUTURE DEVELOPMENTTRACT JFUTURE DEVELOPMENTTRACT EOPEN SPACEU&DEPOND DTRACT AOPEN SPACEDEKEYMAP/ / / / / / / // / / / / / / // / / / / / / /PROSPECT RDINTERSTATE - 25 DR1DRAINAGE EXHIBIT84CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOUDIG, GRADE, OR EXCAVATE FOR THE MARKING OFUNDERGROUND MEMBER UTILITIES.CALL UTILITY NOTIFICATION CENTER OFCOLORADOKnow what'sbelow.before you dig.CallRLEGEND:PROPOSED STORM SEWERPROPOSED CURB & GUTTER PROPERTY BOUNDARYPROPOSED STORM INLETEXISTING CURB & GUTTER PROPOSED OVERLAND FLOWEXISTING MAJOR CONTOURPROPOSED MAJOR CONTOURRUNOFF SUMMARY:A2a3DRAINAGE BASIN IDEXISTING STORM SEWERPROPOSED DIRECT FLOWBASIN DELINEATION 1. REFER TO "DRAINAGE REPORT FOR GATEWAY AT PROSPECT DATED" PREPARED BYNORTHERN ENGINEERING ON 08/24/2022 FOR ADDITIONAL INFORMATION.2. REFER TO FLOODPLAIN EXHIBIT ON SHEET FLD1 FOR MORE INFORMATION ON THEFLOODPLAIN.NOTES:( IN FEET )01 INCH = 200 FEET200200400600DR1SheetGATEWAY AT PROSPECT 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 CO N S T R U C T I O N REVIEW SE T of 127DRAINAGEBASIN AREAPond SummariesPond IDInterim Storage(ac-ft)Interim WQCV +EURV (ac-ft)Interim ReleaseRate (cfs)Final Storage(ac-ft)*WQCCV + EURV(ac-ft)Final ReleaseRate (cfs)Pond B1.6580.12597.66.5952.96594.0Pond CN/AN/AN/A3.0901.67225.1Pond DN/AN/AN/A0.3050.1225.7Pond EN/AN/AN/A1.0980.54413.9Pond FN/AN/AN/A1.0500.55110.9Pond GN/AN/AN/A0.6780.3557.6Pond H0.8190.16321.32.8441.53922.2DETENTION SUMMARY:Rational Flow Summary |Future Developed Basin Flow RatesBASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)A129.5713.813.80.200.2511.5350.39B167.018.88.80.540.6877.47337.06C120.785.05.00.851.0048.74200.08C20.495.05.00.811.001.144.91D12.1110.910.90.200.250.924.00D21.575.05.00.851.003.8115.63E15.615.05.00.831.0213.3257.11E23.357.47.40.580.724.5119.31F16.786.36.30.650.8110.1344.21F20.445.05.00.851.001.064.34F30.645.05.00.811.001.486.35G15.075.05.00.780.9211.3346.63H117.955.05.00.851.0042.10172.83H21.635.05.00.851.003.9616.23BOX15.748.28.20.200.252.7011.78BOX24.668.28.20.200.252.199.56PUD13.138.18.10.200.251.506.55Combined BasinsBasin C (C1 and C2)21.2712.111.10.851.0037.02152.29Basin D (D1 and D2)3.6812.90.00.480.573.5414.78Basin E (E1 and E2)8.9711.90.00.750.9214.0059.95Basin F (F1, F2, and F3)7.8511.30.00.690.8511.4649.64Basin H (H1 and H2)19.5811.10.00.851.0035.61145.96Rational Flow Summary | Interim Basin Flow RatesBASINTOTALAREA(acres)Tc2(min)Tc100(min)C2C100Q2(cfs)Q100(cfs)A129.5713.813.80.200.2511.5350.39B167.0112.812.80.210.2627.79121.12C120.7812.812.80.200.258.3736.57C20.495.05.00.811.001.144.91D12.1110.910.90.200.250.924.00D21.575.35.00.851.003.8115.63E15.6112.812.80.200.252.269.88E23.359.17.40.580.724.9421.16F16.7812.812.80.200.252.7311.93F20.445.05.00.851.001.064.34F30.645.05.00.811.001.486.35G15.076.36.00.240.303.3714.50H117.9512.812.80.210.277.7233.55H21.635.05.00.851.003.9616.23BOX15.748.58.20.200.252.7612.03BOX24.668.58.20.200.252.249.76PUD13.138.38.10.200.251.506.55Combined BasinsBasin C (C1 and C2)21.2712.411.30.210.279.3440.72Basin D (D1 and D2)3.6812.90.00.480.573.5414.78Basin E (E1 and E2)8.9711.90.00.350.436.5828.34Basin F (F1, F2, and F3)7.8511.30.00.300.374.9721.36Basin H (H1 and H2)19.5811.30.00.270.3311.2848.16 XXXFOFOFOFOFOXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOHEOHE/ / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXX X XXXXT T T T OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESS SS 8" SS 8" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS10" SS 10" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS27" SS27" SS2 4 " SS 2 4 " SS E E E E E W W W W W W W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / T W T W W W W W W W W W W W I FO W SS SS SS 24" SS24" SS8" SS 8" SSWWW W W W W 8 " W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W8" W8" W8" WWWWWW WWWW WWWWW WWWX / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXGAS GAS GAS CONTROL IRR CONTROL IRR H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O H2O F.O. F.O. ELEC ELEC ELEC ELEC ELECELECELECELEC ELEC ELEC VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELEC AC W W W B L BLBLBLBLBLBLBLBL BLBL BL BLBL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBLBLBLB L BLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLBLBLBLBLB L SS SS SS SS SS SDSDSDSDSDSDSDS H2O H2O W TFES H2O H2O W H2O H2O W ELECFES VAULT ELECVAULTELEC TRAFFICVAULTE VAULT ELECTRAFFICVAULT ELEC H2O HY DT S T S T ST S VAULTELEC ELEC VAULTELEC VAULTELEC S FES D SGGG XXXXX XXGGGGGGGE EE E E E EEEEEEGGGGGGGEE E GGGGGWW TTOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 30" SS S S 12" W 12" W 12" W FES D FE SW W H2O H2O H2O H2O HY DWWWSTSTST12" W 12" W30" SS30" SS30" SS30" SS30" SS30" SS30" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 2 7 " SS 27" SS 2 7 " S S 12" W12" W12" W12" W12" W 12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 8" SS 8" SS 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W12" W12" W12" W12" W12" W 12" W 12" W 12" W NPNPNPNPNPNPNPNPNPNPNPNP N P N PSD SDSDSDSD SD SD 12" W 12" W NISP NISP NISP NISP NISP NISP SDSDSDSD SD SDSDNP NP OWNER: ANDERSON KENNTH E & JULIE ANN OWNER: DEADMOND LARRY L & NANCY K OWNER: CULBERT SON DAVID M OWNER: SEA STAR LIMITED PARTNERSHIP OWNER: DESELMS ROBERT A & K DENISE OWNER: 1303 FRONTAGE HOLDINGS LLC OWNER: GLANZ THOMAS J/LAURA P OWNER: MOODY MARILYN JOANNE OWNER: WHITE WESLEY R ANGELA M OWNER: BADE CARLA M OWNER: K AND M COMPANY OWNER: BOARD OF GOVERNORS CSU SYSTEM BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL PROSPECT ROADFRONTAGE ROADBOX E L D E R C R E E K EXISTING 79.98' ROW TRACT J FUTURE DEVELOPMENT TRACT H OPEN SPACE DE TRACT F OPEN SPACE TRACT G FUTURE DEVELOPMENT TRACT B FUTURE DEVELOPMENT TRACT D FUTURE DEVELOPMENT TRACT C FUTURE DEVELOPMENT U&DE TRACT E OPEN SPACE U&DE TRACT A OPEN SPACE DE TRACT I FUTURE DEVELOPMENTSTREET BS T R E E T E STREET D EROSION BUFFER LIMITS (TYP.) FEMA 100-YR FLOODWAY FEMA 100-YR HIGH-RISK FLOODPLAIN BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING CDOT ROW FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR HIGH-RISK FLOODPLAIN CDOT ROW DRAINAGE EASEMENT TO THE CITY OF FORT COLLINS RECEPTION NO. 20160018474 NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK NATURAL HABITAT BUFFER ZONE (NHBZ) EX. TOP OF BANK INTERIM POND B POND C INTERIM POND H INTERIM POND E POND D POND F POND G 7087 BFE=4903.00 7342 R BFE=4903.63 7749 S BFE=4904.69 799 9 . 7 BF E = 4 9 0 5 . 8 5 81 5 3 . 7 BF E = 4 9 0 5 . 9 1 8 2 3 9 . 3 B F E = 4 9 0 6 . 7 5 8 3 6 9 . 8 B F E = 4 9 0 8 . 0 5 8765 TBFE=4908.889003BFE=4909.399 4 0 1 B F E = 4 9 1 0 . 2 3 96 8 6 BF E = 4 9 1 0 . 9 4 10058 BFE=4 9 1 2 . 2 4 10230 U BFE=4913.12 10739 BFE=4913.50 BFE=491 3 . 7 3 4284BFE=4903.074246BFE=4903.034179BFE=4902.99 40 3 0 B F E = 4 9 0 2 . 2 4 3804 BFE=4901.05 3742 BFE=4900.80 SheetGATEWAY AT PROSPECTThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETof 127 FLD1FLOODPLAIN EXHBIT85 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. before you dig.Call R KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25( IN FEET ) 1 inch = ft. Feet0100100 100 200 300 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS 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.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL ACTIVITIES WITHIN THE FLOODPLAIN ARE SUBJECT TO THE REQUIREMENTS OF CHAPTER 10 OF THE FORT COLLINS MUNICIPAL CODE. 5.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (ROADS, CURB_CUTS, DRIVEWAYS, SIDEWALKS, TRAILS, VEGETATION, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO_RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 6.ANY WORK WITHIN THE MAPPED BOXELDER CREEK EROSION BUFFER ZONE MUST BE PRECEDED BY A CHANNEL STABILITY ANALYSIS PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X PROPERTY BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 5015 5013 BUFFER ZONE BL FEMA 100-YR HIGH-RISK FLOODPLAIN FEMA 100-YR FLOODWAY EXISTING TOP OF BANK EXISTING EDGE OF WATER NATURAL HABITAT BUFFER ZONE PROPOSED 100-YR FLOODPLAIN PROPOSED CROSS-SECTION 9314 BFE=4910.77 FLD1 13+75'SL'14+00'SL'14+25'SL'13+75'SW'14+00'SW'14+25'SW'-7.0%-2.0% EL. 4906.68 EL. 4906.10EL. 4906.64 EL. 4906.57 EL. 4906.74 EL. 4906.44 -4.0%MAXEL. 4906.67 EL. 4906.77 EL. 4906.92 EL. 4907.02 EL. 4906.98 EL. 4906.21 EL. 4906.00 EL. 4906.26 EL. 4905.63 EL. 4905.36 4905.59 EL. 4906.22-7.0%-2.0% EL. 4906.32 -1.5%EL. 4906.39 EL. 4906.29 EL. 4906.61 EL. 4905.52 EL. 4906.27 EL. 4905.79 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386387 388 389 390 391 392 393394 395 396 397 398 EL. 4906.40 399 -4.0%MAXSTATION & OFFSET TABLE POINT 371 372 373 374 375 376 377 378 379 380 381 382 383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 STATION 14+25.00'SW' 14+25.00'SW' 14+10.08'SW' 14+10.08'SW' 14+12.39'SW' 14+10.38'SW' 14+10.08'SW' 14+10.08'SW' 14+14.99'SW' 14+14.99'SW' 14+18.39'SW' 14+18.39'SW' 14+14.58'SW' 14+10.61'SW' 13+86.08'SW' 13+86.08'SW' 13+86.08'SW' 13+85.78'SW' 13+83.77'SW' 13+69.38'SW' 13+69.38'SW' 13+77.66'SW' 13+77.77'SW' 13+77.77'SW' 13+85.54'SW' 13+81.58'SW' 13+81.17'SW' 13+81.17'SW' 14+17.80'SW' OFFSET 0.00' -2.00' LT 0.00' -2.00' LT -9.00' LT -14.00' LT -17.00' LT -9.00' LT -14.00' LT -9.00' LT -14.00' LT -9.00' LT -7.00' LT -16.00' LT 0.00' -2.00' LT -17.00' LT -14.00' LT -9.00' LT 0.00' -2.00' LT -3.52' LT -9.00' LT -14.00' LT -16.00' LT -7.00' LT -14.00' LT -9.00' LT -3.89' LT Y 124019.640 124019.693 124004.724 124004.777 124007.274 124005.400 124005.177 124004.964 124010.002 124009.869 124013.406 124013.272 124009.409 124005.685 123980.732 123980.785 123981.186 123980.803 123978.662 123964.049 123964.301 123972.412 123972.664 123972.797 123980.625 123976.421 123976.201 123976.067 124012.544 X 214446.910 214444.910 214446.512 214444.512 214437.577 214432.525 214429.518 214437.515 214432.648 214437.646 214432.738 214437.737 214439.634 214430.532 214445.871 214443.872 214428.877 214431.868 214436.812 214445.341 214443.357 214442.126 214436.652 214431.654 214429.862 214438.753 214431.745 214436.743 214442.834 -2.0% -2.0% EL. 4906.13 EL. 4905.49 -2.0% -2.0% R15.0' R15.0'13+75'SE'14+00'SE'14+25'SE'13+75'SR'14+00'SR'14+25'SR'-2.0%-7.0% EL. 4906.44 EL. 4905.86EL. 4906.03 EL. 4906.36 EL. 4905.63EL. 4905.79 -4.0%MAXEL. 4906.49 EL. 4906.46 EL. 4906.56 EL. 4906.26-1.0%EL. 4905.80 EL. 4906.59 EL. 4905.93 -2.0%1.9%EL. 4907.02 EL. 4906.96 EL. 4906.92-4.0%MAXEL. 4907.12EL. 4907.02 EL. 4907.27 EL. 4907.37 -7.0%EL. 4907.68 EL. 4907.81 400 401 402 403 404 405 406 407 408 409 410 411412 413 414415 416 417 418 419 420 421 422 423 EL. 4906.50 -2.0% -2.0% 2.0% STATION & OFFSET TABLE POINT 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 416 417 418 419 420 421 422 423 STATION 13+71.08'SR' 13+71.08'SR' 13+78.32'SR' 13+81.58'SR' 13+77.77'SR' 13+77.77'SR' 13+83.77'SR' 13+85.78'SR' 13+81.17'SR' 13+81.17'SR' 13+85.54'SR' 13+86.08'SR' 13+86.08'SR' 14+10.08'SR' 14+10.08'SR' 14+10.08'SR' 14+12.58'SR' 14+12.58'SR' 14+10.58'SR' 14+10.58'SR' 14+16.08'SR' 14+16.08'SR' 14+25.08'SR' 14+25.08'SR' OFFSET 31.00' RT 33.00' RT 33.01' RT 38.00' RT 40.00' RT 45.00' RT 40.00' RT 45.00' RT 40.00' RT 45.00' RT 47.00' RT 48.00' RT 40.00' RT 48.00' RT 45.00' RT 40.00' RT 40.00' RT 45.00' RT 47.00' RT 38.00' RT 40.00' RT 45.00' RT 20.00' RT 22.00' RT Y 123963.735 123963.682 123970.919 123974.045 123970.181 123970.048 123976.179 123978.053 123973.585 123973.451 123977.768 123978.276 123978.490 124002.267 124002.347 124002.481 124004.980 124004.847 124002.794 124003.034 124008.479 124008.345 124018.010 124017.956 X 214520.444 214522.443 214522.648 214527.721 214529.619 214534.617 214529.779 214534.831 214529.710 214534.708 214536.824 214537.838 214529.841 214538.479 214535.480 214530.482 214530.548 214535.547 214537.493 214528.496 214530.642 214535.640 214510.889 214512.889 R15.0' EL. 4906.93 EL. 4906.46 EL. 4906.96 15+50'SL'15+75'SL'16+00'SL'15+50'SW'15+75'SW'16+00'SW'R1'-5 .6% -5 .6% EL. 4910.12 STATION & OFFSET TABLE POINT 100 101 102 103 104 105 106 107 108 STATION 15+50.26'SW' 15+50.26'SW' 15+55.97'SW' 15+56.03'SW' 15+79.59'SW' 15+86.01'SW' 15+72.38'SW' 15+72.38'SW' 15+72.38'SW' OFFSET -2.00' LT -2.50' LT -2.52' LT -2.00' LT -18.23' LT -13.84' LT -2.00' LT -2.50' LT -3.50' LT Y 124144.730 124144.772 124150.751 124150.705 124176.034 124181.578 124166.724 124166.801 124166.957 X 214453.757 214453.259 214453.763 214454.283 214442.084 214447.233 214457.123 214456.627 214455.640 100 101 102 103 104 105 106 107 108 EL. 4911.76 EL. 4910.62 EL. 4911.12 EL. 4911.67 EL. 4910.12 EL. 4909.95 EL. 4910.45 EL. 4910.12 EL. 4910.28 EL. 4910.78 10.0' 5.0' CONCRETE CURB & GUTTER - TYPE 2 15+25'SE'15+50'SE'15+25'SR'15+50'SR'15+25'SL'15+50'SL'EL. 4909.90 -6.6%-8.5%R1' 109 110 111 112 113 114 115 116 117 EL. 4910.07 EL. 4910.57 EL. 4910.79 EL. 4909.90 EL. 4909.51 EL. 4910.01 EL. 4910.65 EL. 4910.23 EL. 4909.67 STATION & OFFSET TABLE POINT 109 110 111 112 113 114 115 116 117 STATION 15+43.12'SE' 15+43.12'SE' 15+45.69'SE' 15+37.96'SE' 15+24.08'SE' 15+24.08'SE' 15+24.08'SE' 15+37.12'SE' 15+37.12'SE' OFFSET 2.00' RT 2.50' RT 8.50' RT 12.25' RT 2.00' RT 2.50' RT 3.50' RT 2.00' RT 2.50' RT Y 124136.116 124136.187 124139.584 124132.476 124117.021 124117.029 124117.045 124130.177 124130.248 X 214512.071 214512.566 214518.138 214522.950 214514.774 214515.274 214516.274 214512.926 214513.421 10.0' 5.0' CONCRETE CURB & GUTTER - TYPE 2 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021001_CD.DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152CD01GATEWAY AT PROSPECTKEY MAP N ACCESS & BIKE RAMP DETAILSFRONTAGE RDFRONTAGE RDFRONTAGE RDFRONTAGE RDFRONTAGE ROADSCALE, FEET0 5 10 SCALE, FEET0 5 10 SCALE, FEET0 5 10 SCALE, FEET0 5 10 UPPER RIGHT UPPER LEFT LOWER LEFT LOWER RIGHT 86 of 127 16+25'SE'16+50'SE'16+75'SE'16+25'SR'16+50'SR'16+71'SR'16+25'SL'16+50'SL'16+72'SL'16+25'SW'16+50'SW'16+75'SW'-2.0%EL. 4912.77 EL. 4912.58 -6.8% -7.6%-2.0%-1.5%R1.0'R1.0 ' R 1 . 0 ' R1.0' -4.0% -4.0%-1.0% -4.0% EL. 4913.39 EL. 4913.19 EL. 4913.51 EL. 4913.30-2.0%-2.0%-2.0%-2.0%EL. 4913.00 EL. 4913.16 -7.7% -8.0% STATION & OFFSET TABLE POINT 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 STATION 16+48.49'SL' 16+48.28'SL' 16+48.22'SL' 16+48.17'SL' 16+36.66'SL' 16+37.02'SL' 16+37.13'SL' 16+37.20'SL' 16+50.43'SL' 16+34.91'SL' 16+47.78'SL' 16+47.76'SL' 16+47.71'SL' 16+50.17'SL' 16+47.02'SR' 16+47.14'SR' 16+48.54'SR' 16+47.19'SR' 16+37.19'SR' OFFSET -30.41' LT -22.28' LT -19.77' LT -17.77' LT -31.23' LT -22.22' LT -19.52' LT -17.52' LT -19.87' LT -19.48' LT 0.00' 1.00' RT 3.50' RT 3.50' RT -3.64' LT -1.00' LT -2.50' LT 0.00' 0.00' Y 124236.988 124238.121 124238.470 124238.749 124226.963 124228.219 124228.594 124228.873 124240.423 124226.610 124241.225 124241.365 124241.713 124244.180 124240.850 124240.037 124241.901 124239.729 124230.215 X 214447.922 214455.977 214458.458 214460.439 214448.446 214457.370 214460.041 214462.023 214458.026 214460.288 214478.043 214479.034 214481.509 214481.098 214491.585 214494.097 214493.210 214495.049 214491.972 STATION & OFFSET TABLE POINT 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 STATION 16+37.24'SR' 16+35.85'SR' 16+37.36'SR' 16+37.49'SR' 16+46.79'SR' 16+37.81'SL' 16+36.37'SL' 16+37.78'SL' 16+36.03'SR' 16+48.43'SR' 16+48.59'SR' 16+48.80'SR' 16+51.14'SR' 16+49.56'SR' 16+34.87'SR' 16+35.88'SR' 16+33.37'SR' 16+35.58'SR' 16+37.89'SL' OFFSET -1.00' LT -2.50' LT -3.64' LT -6.49' LT -8.79' LT 1.00' RT 2.50' RT 0.00' 18.78' RT 19.76' RT 21.78' RT 24.28' RT 21.95' RT 32.06' RT 31.62' RT 20.78' RT 20.55' RT 24.28' RT 3.55' RT Y 124230.523 124229.532 124231.335 124232.216 124242.439 124231.455 124230.171 124231.315 124224.424 124233.637 124233.014 124232.243 124234.793 124229.845 124220.465 124223.808 124221.930 124222.728 124231.810 X 214491.019 214489.209 214488.508 214485.785 214486.672 214480.375 214482.020 214479.384 214509.871 214513.884 214515.808 214518.192 214516.721 214525.605 214522.111 214511.776 214511.088 214515.115 214482.902 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 EL. 4913.59 EL. 4912.63 EL. 4912.83 EL. 4913.20 EL. 4913.00 EL. 4912.47 EL. 4912.67 EL. 4913.19 EL. 4913.39 EL. 4913.19 EL. 4913.40 EL. 4913.28 EL. 4913.47EL. 4913.29 EL. 4913.09 EL. 4913.02 EL. 4912.86 EL. 4913.22 EL. 4913.06 EL. 4913.79 EL. 4913.38 10.0' 10.0' CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 11+75'NE'12+00'NE'11+50'NER'11+75'NER'12+00'NER'11+50'NEL'11+75'NEL'-1.7%-4.0% EL. 4913.27 EL. 4913.40 -1.7%-7.6% -8.0%-1.5%EL. 4913.97 EL. 4913.82 EL. 4914.10 EL. 4913.96 -1.3% -4.0% -4.0%-1.8%-2.0%EL. 4913.52 EL. 4913.33 -4.0%-2.0%-8.0% -7.7% R1.0' R1 . 0 'R1 . 0 'R1.0'16+00'N'16+25'N'16+50'N'STATION & OFFSET TABLE POINT 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 STATION 11+52.42'NEL' 11+66.87'NEL' 11+68.46'NEL' 11+65.98'NEL' 11+53.36'NEL' 11+53.15'NEL' 11+66.28'NEL' 11+50.83'NEL' 11+53.52'NEL' 11+65.82'NEL' 11+64.72'NEL' 11+64.67'NEL' 11+66.06'NEL' 11+77.31'NER' 11+54.71'NEL' 11+54.76'NEL' 11+54.89'NEL' 11+53.37'NEL' 11+64.34'NER' 11+65.75'NER' OFFSET -31.42' LT -30.12' LT -19.87' LT -20.12' LT -21.28' LT -23.78' LT -23.78' LT -21.48' LT -19.26' LT -18.12' LT 0.00' 1.00' RT 2.50' RT -2.50' LT 0.00' 1.00' RT 3.62' RT 2.50' RT -2.50' LT -3.49' LT Y 124480.566 124486.662 124480.845 124479.521 124473.330 124475.116 124482.133 124472.199 124471.885 124478.093 124465.160 124464.447 124464.490 124459.051 124458.143 124457.430 124455.561 124455.367 124447.035 124448.731 X 214538.437 214546.469 214555.001 214553.502 214545.564 214543.805 214550.929 214543.914 214546.987 214554.909 214567.646 214568.349 214570.412 214579.360 214560.522 214561.224 214563.065 214561.150 214574.236 214573.857 STATION & OFFSET TABLE POINT 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 293 294 STATION 11+65.96'NER' 11+66.04'NER' 11+75.60'NER' 11+75.98'NER' 11+76.09'NER' 11+78.26'NER' 11+78.51'NER' 11+78.86'NER' 11+80.60'NER' 11+67.85'NER' 11+68.04'NER' 11+68.28'NER' 11+65.95'NER' 11+69.02'NER' 11+79.77'NER' 11+65.23'NER' 11+75.20'NER' OFFSET -1.00' LT 0.00' -4.45' LT -1.00' LT 0.00' 18.63' RT 20.62' RT 23.44' RT 20.39' RT 19.99' RT 21.99' RT 24.48' RT 22.31' RT 31.97' RT 30.55' RT -9.65' LT -8.13' LT Y 124447.975 124447.673 124458.260 124457.217 124456.914 124451.273 124450.671 124449.817 124452.574 124441.636 124441.033 124440.281 124439.086 124438.017 124447.663 124450.586 124459.375 X 214576.242 214577.199 214576.879 214580.187 214581.146 214599.030 214600.938 214603.644 214601.552 214596.341 214598.252 214600.636 214597.794 214607.812 214610.475 214567.965 214573.344 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 293 294 EL. 4913.29 EL. 4913.12 EL. 4913.30 EL. 4913.46 EL. 4913.64 EL. 4913.79 EL. 4913.87 EL. 4913.72 EL. 4913.74 EL. 4913.82 EL. 4913.92 EL. 4914.00 EL. 4913.38 EL. 4913.22 EL. 4913.58 EL. 4913.42 EL. 4913.98 EL. 4913.78 EL. 4914.10 EL. 4913.90 10.0' 10.0' CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021001_CD.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152CD02GATEWAY AT PROSPECTKEY MAP N ACCESS & BIKE RAMP DETAILSFRONTAGE RDFRONTAGE RDSCALE, FEET0 5 10 FRONTAGE ROADSCALE, FEET0 5 10 LOWER UPPER 87 of 127 12+75'NE'13+00'NE'12+50'NER'12+75'NER'12+25'NEL'12+50'NEL'12+75'NEL'EL. 4911.76 -10.2%-5.6%R1'R1'- 9 . 0% EL. 4911.77 - 6 . 2%17+00'N'17+25'N'STATION & OFFSET TABLE POINT 192 193 194 195 196 197 198 199 200 STATION 17+28.60'N' 17+21.79'N' 17+20.87'N' 17+20.87'N' 17+26.84'N' 17+26.84'N' 17+39.87'N' 17+39.87'N' 17+39.87'N' OFFSET -10.44' LT -6.26' LT -2.50' LT -2.00' LT -2.50' LT -2.00' LT -2.00' LT -2.50' LT -3.50' LT Y 124563.717 124555.575 124552.875 124552.623 124558.039 124557.779 124569.022 124569.348 124570.001 X 214594.996 214594.989 214597.761 214598.193 214600.834 214601.262 214608.469 214608.090 214607.331 192 193 194 195 196 197 198 199 200 201 202 203204 205 206 207 208 209 EL. 4911.59 EL. 4912.09 EL. 4912.41 EL. 4911.76 EL. 4912.41 EL. 4912.04 EL. 4912.54 EL. 4912.65 EL. 4912.63 EL. 4911.77 EL. 4912.19EL. 4911.69 EL. 4912.34 EL. 4911.84 STATION & OFFSET TABLE POINT 201 202 203 204 205 206 207 208 209 STATION 12+85.68'NE' 12+85.68'NE' 12+79.87'NE' 12+79.87'NE' 12+68.33'NE' 12+61.79'NE' 12+63.49'NE' 12+63.49'NE' 12+63.49'NE' OFFSET 2.00' RT 2.50' RT 2.50' RT 2.00' RT 10.58' RT 6.35' RT 2.00' RT 2.50' RT 3.50' RT Y 124520.584 124520.279 124515.496 124515.838 124501.731 124499.578 124503.620 124503.302 124502.668 X 214646.514 214646.910 214643.208 214642.843 214641.740 214634.453 214632.132 214632.519 214633.292 CONCRETE CURB & GUTTER - TYPE 2 10.0' 5.0' CONCRETE CURB & GUTTER - TYPE 2 5.0' 10.0' 15+25'NE'15+50'NE'15+75'NE'16+00'NE'16+25'NE' 15+25'NER'15+50'NER'15+75'NER'16+00'NER'16+25'NER' -4.0% MAX -0.54%-3.0%2.0%-0.5% -4.0% MAX STATION & OFFSET TABLE POINT 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 STATION 15+35.84'NE' 15+35.84'NE' 15+51.28'NE' 15+51.28'NE' 15+48.83'NE' 15+46.18'NE' 15+42.11'NE' 15+42.06'NE' 15+46.56'NE' 15+50.72'NE' 15+51.28'NE' 15+50.94'NE' 15+51.28'NE' 15+87.28'NE' 15+87.28'NE' OFFSET 0.00' 2.00' RT 0.00' 2.00' RT 9.00' RT 9.00' RT 9.00' RT 13.97' RT 7.00' RT 16.00' RT 17.19' RT 14.00' RT 9.00' RT 0.00' 2.00' RT Y 124627.918 124625.928 124629.260 124627.266 124620.101 124619.892 124619.548 124614.594 124621.916 124613.264 124612.121 124615.269 124620.285 124631.942 124629.947 X 214862.971 214863.171 214878.348 214878.497 214876.609 214874.005 214870.020 214870.413 214874.217 214878.992 214879.628 214879.050 214879.018 214914.248 214914.397 STATION & OFFSET TABLE POINT 225 226 227 228 229 230 231 232 233 234 235 236 237 STATION 15+87.28'NE' 15+87.58'NE' 15+87.28'NE' 15+87.81'NE' 15+96.18'NE' 15+96.18'NE' 15+91.78'NE' 15+92.18'NE' 15+92.20'NE' 15+89.59'NE' 15+46.15'NE' 16+02.28'NE' 16+02.28'NE' OFFSET 9.00' RT 14.00' RT 17.19' RT 16.00' RT 14.00' RT 9.00' RT 7.00' RT 9.00' RT 14.00' RT 9.00' RT 14.00' RT 0.00' 2.00' RT Y 124622.967 124618.003 124614.802 124616.026 124618.644 124623.630 124625.297 124623.332 124618.352 124623.139 124614.906 124633.059 124631.065 X 214914.918 214915.593 214915.528 214915.973 214924.172 214923.800 214919.257 214919.811 214920.194 214917.223 214874.389 214929.206 214929.355 210 211 212 213 214215216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 -0.6%-7.0% -5.2% EL. 4910.93 EL. 4911.09 EL. 4911.29 EL. 4911.45 EL. 4911.01 EL. 4911.18 EL. 4911.29 EL. 4911.13 EL. 4911.28 EL. 4911.19 EL. 4911.50 EL. 4911.39 EL. 4911.32 EL. 4911.21 EL. 4911.37 EL. 4911.48 EL. 4911.60 EL. 4911.88 EL. 4911.70 EL. 4911.98 EL. 4911.38 EL. 4911.59 EL. 4911.69 EL. 4911.48 2.0%2.0%-2.0%CONCRETE CURB & GUTTER - TYPE 2 5.0'Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021001_CD.DWG LAYOUT NAME: 03 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152CD03GATEWAY AT PROSPECTACCESS & BIKE RAMP DETAILSFRONTAGE RDFRONTAGE RD KEY MAP N FRONTAGE ROADSCALE, FEET0 5 10 SCALE, FEET0 5 10 LOWER UPPER 88 of 127 15'NWL'15+00'NWR'15+25'NWR'15+00'NW'15+25'NW'EL. 4913.40 -0.5%EL. 4912.90 EL. 4912.90 -4.0%-1.0%-7.8% -8.0% -4.0% -3.0% R1.0' R 1 . 0 'R1.0 'R1.0'EL. 4913.45-0.5%EL. 4913.40 EL. 4913.43 EL. 4913.50 -1.0%-0.9%-1.2%-1 .3% EL. 4912.95 EL. 4912.83 -8.0% -7.9% -4.0%15+00'N '15+25 'N ' STATION & OFFSET TABLE POINT 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 295 STATION 15+05.00'NWR' 15+03.43'NWR' 15+05.88'NWR' 15+06.03'NWR' 15+05.57'NWR' 15+19.32'NWR' 15+20.90'NWR' 15+18.39'NWR' 15+18.59'NWR' 15+18.23'NWR' 15+07.08'NWR' 15+07.13'NWR' 15+07.26'NWR' 15+17.04'NWR' 15+16.91'NWR' 15+17.09'NWR' 15+18.43'NWR' 15+05.74'NWR' 15+07.71'NWL' 15+17.76'NWL' 15+17.53'NWL' 15+17.36'NWL' 15+18.96'NWL' 15+05.99'NWL' 15+07.35'NWL' 15+07.25'NWL' 15+17.29'NWL' 15+05.45'NWL' 15+05.24'NWL' 15+03.15'NWL' 15+04.94'NWL' 15+15.87'NWL' 15+15.71'NWL' 15+15.51'NWL' 15+17.80'NWL' 15+14.90'NWL' 15+04.16'NWL' 15+07.66'NWL' OFFSET 29.39' RT 19.11' RT 19.38' RT 17.38' RT 23.14' RT 30.79' RT 20.86' RT 20.64' RT 23.14' RT 18.61' RT 0.00' -1.00' LT -3.62' LT -1.00' LT -3.62' LT 0.00' -2.50' LT -2.50' LT 4.78' RT 6.81' RT 3.50' RT 1.00' RT 2.50' RT 2.50' RT 1.00' RT 0.00' 0.00' -17.88' LT -19.87' LT -19.68' LT -22.70' LT -19.09' LT -21.09' LT -23.58' LT -21.38' LT -31.08' LT -29.82' LT 4.32' RT Y 124439.752 124446.140 124444.304 124445.214 124442.596 124430.205 124432.903 124434.823 124433.685 124435.745 124453.113 124453.568 124454.758 124444.657 124445.847 124444.202 124443.963 124455.548 124455.279 124447.665 124450.512 124452.653 124450.503 124458.143 124458.533 124459.393 124453.511 124474.777 124476.490 124477.535 124478.921 124469.896 124471.612 124473.753 124470.708 124480.194 124485.051 124455.679 X 214391.768 214399.913 214400.706 214402.493 214397.353 214395.057 214404.687 214404.125 214401.890 214405.935 214418.006 214418.898 214421.236 214423.436 214425.774 214422.544 214425.380 214419.480 214422.258 214429.343 214431.061 214432.354 214432.808 214422.235 214424.223 214424.742 214432.872 214434.027 214435.061 214433.356 214436.528 214442.761 214443.797 214445.089 214445.581 214448.977 214440.228 214422.500 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 295 EL. 4912.96 EL. 4912.91 EL. 4912.75 EL. 4912.80 EL. 4913.50 EL. 4913.27 EL. 4913.35 EL. 4913.30 EL. 4913.22 EL. 4913.33 EL. 4913.25 EL. 4913.43 EL. 4913.35 EL. 4912.89 EL. 4912.72 EL. 4913.01 EL. 4912.85 EL. 4913.55 EL. 4913.41 10.0' 10. 0 ' CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 14+25'NWR'14+50'NWR'14+25'NW'14+50'NW'EL. 4912.35 -8.7%-5.1%EL. 4912.37 - 5 . 1% - 9 . 9%R1'14+25'N'14+50'N'STATION & OFFSET TABLE POINT 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 STATION 14+36.24'NWR' 14+35.85'NWR' 14+35.79'NWR' 14+29.90'NWR' 14+29.84'NWR' 14+29.27'NWR' 14+16.65'NWR' 14+16.65'NWR' 14+16.65'NWR' 14+18.96'NWR' 14+18.95'NWR' 14+24.96'NWR' 14+24.97'NWR' 14+35.54'NWR' 14+41.20'NWR' 14+41.13'NWR' 14+41.14'NWR' 14+41.17'NWR' OFFSET 23.25' RT 19.15' RT 18.65' RT 19.89' RT 19.40' RT 28.04' RT 21.00' RT 21.50' RT 22.50' RT -21.15' LT -21.65' LT -21.28' LT -21.78' LT -28.84' LT -24.20' LT -20.88' LT -21.38' LT -22.38' LT Y 124489.208 124492.449 124492.852 124496.004 124496.407 124490.524 124504.316 124503.953 124503.228 124533.319 124533.691 124529.292 124529.646 124527.503 124520.238 124517.875 124518.229 124518.938 X 214355.321 214357.858 214358.155 214353.025 214353.321 214346.960 214342.644 214342.300 214341.612 214373.311 214373.646 214377.759 214378.112 214390.642 214391.558 214389.221 214389.574 214390.279 238 239 240 241 242243 244 245 246 247 248 249 250 251 252 253 254 255 EL. 4912.97 EL. 4912.89 EL. 4912.35 EL. 4912.39 EL. 4913.01 EL. 4912.28 EL. 4912.78 EL. 4912.37 EL. 4912.80EL. 4912.30 EL. 4913.02 EL. 4912.96 EL. 4912.90 EL. 4912.40 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 EL. 4912.94 5.0' 10.0' 10.0' 5.0' TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021001_CD.DWG LAYOUT NAME: 04 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152CD04GATEWAY AT PROSPECTKEY MAP N ACCESS & BIKE RAMP DETAILSSTREET ESCALE, FEET0 5 10 STREET ESCALE, FEET0 5 10 STREET ER40' LOWER UPPER 89 of 127 17+00'SW'17+25'SW'17+50'SW'16+00'NW'16+25'NW'16+50'NW'10+75'SWL '11+00'SWL'11+25'SWL'10+75'SWR'11+00'SWR'11+25'SWR'-2.0%-2.0%EL. 4913.15 EL. 4912.58 EL. 4912.40 -4.0% -8.0% -7.4% -1.5% R1.0'R 1 . 0 'R1.0 'R1.0'-4.0%-1.9%-1.6%-1.5%EL. 4912.92 EL. 4912.84 EL. 4912.73 EL. 4912.70 -1.5%-1.5%EL. 4912.14 EL. 4912.29 -7.9% -7.9% STATION & OFFSET TABLE POINT 296 297 298 299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 STATION 11+12.74'SWR' 11+14.29'SWR' 11+11.35'SWR' 11+11.64'SWR' 10+96.81'SWR' 10+96.15'SWR' 10+93.96'SWR' 10+94.38'SWR' 11+09.01'SWR' 10+99.00'SWR' 10+99.07'SWR' 10+99.25'SWR' 10+99.31'SWR' 10+97.72'SWR' 10+99.30'SWL' 11+00.75'SWL' 11+00.71'SWL' 11+08.75'SWR' 11+10.29'SWR' 11+08.55'SWR' 11+11.15'SWL' 11+10.86'SWL' 11+12.55'SWL' 11+10.74'SWL' 11+00.10'SWL' 11+00.03'SWL' 10+98.22'SWL' 10+99.94'SWL' 10+99.67'SWL' 11+08.15'SWL' 11+10.79'SWL' 11+09.01'SWL' 11+09.19'SWL' 11+08.78'SWL' 10+97.07'SWR' 11+11.07'SWR' 11+08.94'SWR' OFFSET 32.53' RT 22.57' RT 22.40' RT 24.91' RT 21.40' RT 24.57' RT 21.18' RT 31.30' RT 0.00' 0.00' -1.00' LT -3.67' LT -4.68' LT -2.50' LT 2.50' RT 1.00' RT 0.00' -3.69' LT -2.50' LT -7.11' LT 3.49' RT 1.00' RT 2.50' RT 0.00' -14.31' LT -16.31' LT -16.24' LT -18.80' LT -26.30' LT -26.97' LT -17.24' LT -17.02' LT -15.03' LT -19.51' LT 19.42' RT 20.38' RT -1.00' LT Y 124283.855 124293.836 124293.670 124291.241 124291.708 124288.622 124291.097 124282.041 124315.169 124312.243 124313.201 124315.760 124316.730 124314.086 124317.304 124319.382 124320.097 124318.709 124317.891 124321.985 124324.013 124325.803 124325.645 124326.522 124330.332 124331.761 124330.362 124333.548 124338.907 124345.903 124340.156 124338.756 124337.327 124340.543 124293.605 124295.613 124316.128 X 214398.640 214397.970 214395.977 214396.636 214386.147 214386.985 214384.243 214388.770 214389.407 214379.845 214379.552 214378.768 214378.472 214377.712 214375.810 214375.875 214375.175 214388.319 214390.143 214387.321 214385.335 214383.584 214385.837 214382.880 214365.156 214363.757 214362.328 214362.008 214356.762 214363.908 214372.332 214370.903 214372.302 214369.155 214385.550 214395.393 214389.114 296 297 298299 300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316 317 318 319 320 321 322 323 324 325 326 327 328 329 330 331 332 -4.0% EL. 4912.43 EL. 4912.27 EL. 4912.48 EL. 4912.64 EL. 4912.80 EL. 4912.88 EL. 4912.61 EL. 4912.69 EL. 4912.57 EL. 4912.49 EL. 4912.65 EL. 4912.74 EL. 4912.36 EL. 4912.19 EL. 4912.04 EL. 4912.21 EL. 4912.73 EL. 4912.88 EL. 4912.95 1 0 . 0 ' 10.0' CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 1 7 + 5 0 ' S E '17+75'SE '10+50'NE'10+75'NE'11+00'NE'20+25'SER '20+50'SER '20+25'SEL'20+50'SEL'-1 .6% -1 .5% -1 .5%-1.8%-1.9%-2.0%-4.0%-4.0%+/-1.0% -4.0%-7.9%-7.9% EL. 4913.53 EL. 4913.37 EL. 4914.13R1.0'R1 . 0 'R1.0'R1.0' EL. 4913.98 EL. 4914.24 EL. 4914.04 -1.7%EL. 4913.80 EL. 4913.64 -8.0% -6.9% 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 STATION & OFFSET TABLE POINT 333 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 STATION 20+27.74'SER' 20+25.62'SER' 20+27.82'SER' 20+27.85'SER' 20+39.08'SER' 20+38.95'SER' 20+41.46'SER' 20+39.50'SER' 20+27.86'SER' 20+28.02'SER' 20+28.02'SER' 20+38.84'SER' 20+38.02'SER' 20+37.98'SER' 20+37.86'SER' 20+28.04'SER' 20+26.55'SER' 20+39.40'SER' 20+37.81'SER' 20+38.12'SEL' 20+39.64'SEL' 20+38.25'SEL' 20+38.30'SEL' 20+28.29'SEL' 20+28.34'SEL' 20+26.95'SEL' 20+28.08'SER' 20+28.47'SEL' 20+27.13'SEL' 20+39.36'SEL' 20+39.52'SEL' 20+26.97'SEL' 20+24.46'SEL' 20+41.97'SEL' 20+39.83'SEL' 20+26.76'SEL' 20+26.04'SEL' 20+40.40'SEL' OFFSET 29.99' RT 20.04' RT 22.48' RT 19.98' RT 22.29' RT 19.75' RT 19.65' RT 29.79' RT 17.98' RT 0.00' -1.00' LT 17.75' RT 0.00' -1.00' LT -3.68' LT -3.50' LT -2.50' LT -2.50' LT -5.09' LT 3.64' RT 2.50' RT 1.00' RT 0.00' 0.00' 1.00' RT 2.50' RT -7.99' LT 3.64' RT -18.87' LT -17.55' LT -19.55' LT -20.90' LT -21.14' LT -19.26' LT -23.41' LT -23.41' LT -31.07' LT -29.57' LT Y 124280.378 124290.163 124287.870 124290.366 124288.479 124291.019 124291.129 124280.987 124292.363 124310.312 124311.311 124293.015 124310.749 124311.748 124314.426 124313.806 124312.700 124313.269 124315.834 124317.053 124317.343 124319.327 124320.189 124325.286 124324.424 124323.969 124318.290 124322.150 124341.547 124335.308 124337.035 124343.297 124344.633 124335.893 124340.359 124345.456 124352.070 124345.672 X 214612.244 214609.645 214611.786 214611.634 214621.768 214621.613 214623.882 214622.225 214611.512 214610.417 214610.356 214621.491 214620.409 214620.348 214620.183 214610.204 214608.769 214621.758 214620.099 214620.821 214622.736 214622.168 214622.679 214614.075 214613.565 214611.552 214609.931 214612.217 214623.709 214631.636 214632.659 214624.746 214623.257 214634.301 214634.628 214626.025 214629.943 214637.776 EL. 4913.59 EL. 4913.95 EL. 4913.43 EL. 4913.27 EL. 4913.43 EL. 4913.80 EL. 4913.88 EL. 4913.94 EL. 4914.03 EL. 4914.21 EL. 4914.13 EL. 4913.70 EL. 4913.85 EL. 4913.66 EL. 4913.49 EL. 4914.12 EL. 4913.96 EL. 4914.03 EL. 4914.33 EL. 4914.13 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 2 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 CONCRETE CURB & GUTTER - TYPE 1 10. 0 ' 5.0' 5.0' 10.0' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021001_CD.DWG LAYOUT NAME: 05 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152CD05GATEWAY AT PROSPECTKEY MAP N ACCESS & BIKE RAMP DETAILSCOMMERCIAL ROADCOMMERCIAL ROADSCALE, FEET0 5 10 COMMERCIAL ROADSCALE, FEET0 5 10 UPPER LOWER 90 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUOHUOHUOHUO H U O H U OHUOHUOHUSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSWWWWWOHUOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X XVAULTELEC ELECELECELECVAULTELECVAULTELECG G G G G G G G G G G G GG G G G G G G G G G G G GEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE G G G G G G G G GGGGGGGGGGGGGG GOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEEEE8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12" W12" W12" W12" WE E ETTTTT EEEEHYD T ST SH2O12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W8" W8" W8" W8" SS8" SS8" SS8" SS8" S S 8" S S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS12" W1 2 " W 1 2 " W12" W12" W12" WXXXXXXXXXXXXXXXXXXXXXX 11'SL' 12'SL' 13'SL' 14'SL' 15'SL' 16'SL' 10'SR'10'SR'11'SR' 12'SR' 13'SR' 14'SR' 15'SR' 16'SR' 14'SM' 15'SM' 600 601 602 603 604 605 606 STATION & OFFSET TABLE POINT 600 601 602 603 604 605 606 607 608 609 626 627 STATION 13+51.25'SR' 10+43.22'SR' 10+66.00'SR' 10+40.82'SR' 10+47.11'SL' 10+47.66'SL' 10+63.75'SL' 14+16.58'SR' 14+33.28'SR' 14+52.76'SR' 13+71.08'SL' 14+25.08'SL' OFFSET -3.00' LT 25.00' RT 24.00' RT 63.94' RT -26.00' LT -36.46' LT -25.00' LT 40.00' RT 34.92' RT 29.00' RT -37.00' LT -37.00' LT Y 123944.821 123637.544 123659.838 123636.425 123640.672 123640.973 123657.677 124008.979 124025.807 124045.440 123966.191 124020.172 X 214485.926 214507.614 214506.163 214546.606 214432.500 214422.033 214433.183 214530.655 214526.026 214520.625 214428.476 214429.918 607 608 609 626 627 4903.224903.164903.26 4903.704903.88 4904.23 4903.77 4903.50 4903.50 4903.61 10+ 2 5 ' E X L ' 10+50'EXL'10+25'EXR'10+50'EXR' PD01 FRONTAGE RD FRONTAGE RD E PROSPECT RDE PROSPECT RDMATCHLINE 16+00'SR'5'6.5'31'24'10'10'7'2.5'1.5'1.5'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_PD.DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-31525'6.5'2.5'2.5'24' 24'PLAN DETAILSCDOT ROW TRACT G TRACT F 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN 31'20'R102'R30'20'7'R500'R800'R3'R302'R1020'R100'R15'R15'R15'6.5'5' SIDEWALK 31'R 4 'R3'R4'R5' R4' R5'R35' R 1 7 '17'21'CONCRETE PAVEMENT (SEE PAVEMENT DETAIL) LEGEND CONCRETE PAVEMENT (DAVIS COLOR TILE RED) TRUCK APRON, CONCRETE PAVEMENT (DAVIS COLOR TILE XXX) ASPHALT PAVEMENT (SEE PAVEMENT DETAIL) ASPHALT PAVEMENT 4617.99 SY (INCLUDES ASPHALT ON SHEET PD02) TEMPORARY TRANSITION ASPHALT PAVEMENT TEMPORARY PAVEMENT (TRANSITION)FUTURE WORK BY OTHERS FUTURE WORK BY OTHERS GRAVEL SHOULDER GRAVEL SHOULDER 10'8'8'24'21'91 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX GAS GGGGGGGGGGEEEEEEEEEE E GGGGGGGGGGGEEEEEEEEEEE27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BL BLBLBLBL BLBL BLBLBLBL BL BL BL BL BL BL BLBLBLBLBLBL BLBL BL BLBLBL BL BL BL BL BL BL 2 7 " S S 2 7 " S S 2 7 " S S 2 7 " S S 2 7 " S S 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W 12" W N P N P N P N P N P N P NPNPNPN P N P N P N P N P N P N P NP NP NP NP NP NP NPSD15'NWR' 13 ' N W R ' 14 ' N W R ' 1 5 ' NW R ' 15' N W L '12'NEL'13'NEL'12'NER'13'NER'16'SL'16'SR'21'SEL' 21'SEL' 10'SWL'11'SWL' 10'SWR' 11'SWR' 21'SER' 610 611 612 613 614 615 616 617 618 619 620 621 622 STATION & OFFSET TABLE POINT 610 611 612 613 614 615 616 617 618 619 620 621 622 STATION 14+97.77'NWR' 15+28.25'NWR' 15+34.81'NWR' 10+89.64'SWR' 11+23.78'SWR' 11+30.40'SWR' 16+57.91'SR' 16+67.54'SR' 20+06.51'SER' 20+18.10'SER' 11+46.34'NER' 11+54.07'NER' 20+46.90'SER' OFFSET -3.00' LT -20.97' LT -3.50' LT -3.00' LT -21.84' LT -2.00' LT -25.17' LT -2.00' LT -3.00' LT -25.56' LT -3.00' LT -29.29' LT -3.00' LT Y 124462.694 124440.164 124428.313 124310.925 124338.775 124318.712 124260.929 124258.960 124310.641 124334.765 124429.501 124444.511 124313.716 X 214415.452 214446.504 214431.716 214369.916 214403.735 214410.821 214476.949 214502.462 214588.554 214597.535 214568.413 214545.064 214629.362 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_PD.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PD02FRONTAGE RDM A T C H L I N E 1 3 + 0 0 ' N E R ' MATCHLINE 16+00'SR'FRONTAGERD5' 2. 5 ' 1. 5 ' 12'10'10'10'10' 10 ' 1. 5 ' 6. 5 '7' 5' 10' 13.2' 12' 2.5' 7'5'6'2.5'5'3'11'11'5'19'19'3'5'2.5'6.5'5'5'10'10'COMMERCIALS T R E E T E COMMER C I A L BOX ELD E R CREEK R30 0 ' R2 8 8 'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 PLAN DETAILSTRACT F TRACT G TRACT D 10' SIDEWALK10' SIDEWALK10' SIDEWALK10' SIDEWAL K10' S IDEWALK 5' SIDEWALKR 3 'R100'R75' R 2 0 0 ' 9.5' 9.5 '2.5' 19 . 1 ' R100'R2'1. 5 ' 1. 5 'R500'R150'R85'R1 0 0 '22.2'9.5'9.5'2.5'20 .5 ' R10 0 ' R32 2 ' 1.5 ' 1. 5 ' 2.5' 22.2' 10' 1. 5 ' R2 5 0 ' 10' 9.5' R150' R80'20.3'R100'5'5' SID E W A L K R2'R3 ' R3' R100' R40 0 ' 5' SIDEWALK18.7'R3'R3' R3'13'14.6'17.2'16.3' 20.0'R200'16.4'17.5'14.5'R100'R300'R150' R 9 0 '2.5'1.5' 1.5'14.5'2.5'10'9.5 '5'R100' 20. 8 ' 21'21'2 1 ' 10' R10 0 '1.5'1.5'R2'R3 '21'10' R400' 19.1' R200' R100'9.5'2.5' 2.5'R55'R1 0 0 ' 2. 5 '10'21.3'14 . 0 '18.8 ' 21'1.5' 1.5'R3'R2'R3'R15 0 'R70'R 1 5 0 'R75'10"6.5'R400'7'7'CONCRETE PAVEMENT (SEE PAVEMENT DETAIL) LEGEND CONCRETE PAVEMENT (X.X-INCH) 21.53 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 20.80 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 20.58 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 20.02 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 16.29 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 22.15 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 19.58 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 21.45 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 19.86 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 20.25 SY (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (DAVIS COLOR TILE RED) CONCRETE PAVEMENT (X.X-INCH) 2,067.73 SY TRUCK APRON, CONCRETE PAVEMENT (DAVIS COLOR TILE XXX) TRUCK APRON, CONCRETE PAVEMENT (X.X-INCH) 321.81 SY (DAVIS COLOR TILE XXX) ASPHALT PAVEMENT (SEE PAVEMENT DETAIL) ASPHALT PAVEMENT 374.27 SY ASPHALT PAVEMENT 3732.83 SY (INCLUDES ASPHALT ON SHEET PD03) ASPHALT PAVEMENT 4617.99 SY (INCLUDES ASPHALT ON SHEET PD01) ASPHALT PAVEMENT 185.84 SY ASPHALT PAVEMENT 160.45 SY TEMPORARY PAVEMENT (TRANSITION)10'10'10' 10 '10'10'10'10'10' 10' R96'R96'R96'R96'R96'TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20'PRIOR TO BRIDGE TRANSITION GUTTER SLOPEFROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE 92 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GAS VAULT ELEC E E E E E E E E GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEE E E E E E E E E E E E E E E E E27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS27" SS27" SS8" S S 8" S S 8" S S 8" S S 8" SS8" SS8" SS8" SS8" SS8" SSBLBLBLBLBL BLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BL 12" W12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" WXXXXXXXXXXXXXXXXXXXXXXXXXXXX13'NEL'14'NEL' 15'NEL' 16'NEL' 17'NEL' 18'NEL' 19'NEL'13'NER'14'NER' 15'NER' 16'NER' 17'NER' 18'NER' 19'NER' 623 624 625 STATION & OFFSET TABLE POINT 623 624 625 628 629 STATION 15+30.03'NER' 15+31.51'NER' 15+09.89'NER' 15+36.28'NER' 16+02.28'NER' OFFSET -4.00' LT -7.72' LT -11.98' LT 36.19' RT 36.00' RT Y 124650.614 124654.429 124657.075 124611.003 124616.106 X 214855.447 214856.648 214834.766 214864.670 214930.472 628 629 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_PD.DWG LAYOUT NAME: 03 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PD03GATEWAY AT PROSPECTFRONTAGE ROADFRONTAGE RD M A T C H L I N E 1 3 + 0 0 ' N E R 'FRONTAGE RD1 . 5 ' 5' 6. 5 ' 2. 5 ' 2 2 'R30 0 'R288'R266'R3 2 2 '19'19'KEY MAP N SCALE, FEET 0 10 20 R60'R4.0' 36'17.6'12'TRACT G 5' SIDEWALK 5' SIDEWALK TRACT D 5' SIDEWALK 5' SIDEWALK PLAN DETAILS1 . 5 ' 1 . 5 ' 1 . 5 ' 5' 6. 5 ' 2. 5 ' 2 2 ' 1 2 'R1 5 'R592'R15'R208'6.5'6.5'5'5'CONCRETE PAVEMENT (SEE PAVEMENT DETAIL) LEGEND CONCRETE PAVEMENT (DAVIS COLOR TILE RED) TRUCK APRON, CONCRETE PAVEMENT (DAVIS COLOR TILE XXX) ASPHALT PAVEMENT (SEE PAVEMENT DETAIL) ASPHALT PAVEMENT 3732.83 SY (INCLUDES ASPHALT ON SHEET PD02) TEMPORARY PAVEMENT (TRANSITION) SAWCUT 12'19'2.5'2.5'93 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUOHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXX X X ELECELECVAULTELECEEEEE E EEEEEEEEEEEEEEEEEEEE GGGGGGGGGGGGGGGGGGGGGOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEEEEEEEEEEEEE8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSE E E E E E E E E EEEEEEEEET ST S1 2 " W 1 2 " W 1 2 " W 1 2 " W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X11'SL' 10'SR'10'SR' 11'SR' 10+ 2 5 ' E X L ' 10+50'EXL'10+25'EXR'10+50'EXR' 630 631 632 633 634 635 636 637 638 PD04 FRONTAGE RDE PROSPECT RDGATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021101_PD.DWG LAYOUT NAME: 04 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PLAN DETAILSTRACT G COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN CONCRETE PAVEMENT (SEE PAVEMENT DETAIL) LEGEND CONCRETE PAVEMENT (DAVIS COLOR TILE RED) TRUCK APRON, CONCRETE PAVEMENT (DAVIS COLOR TILE XXX) ASPHALT PAVEMENT (SEE PAVEMENT DETAIL) TEMPORARY TIE TO EXISTING PROSPECT ROAD R5 2 'R50'10'8'8'10'2'2'2'2'24'MATCH EXISTINGSTATION & OFFSET TABLE POINT 630 631 632 633 634 635 636 637 638 STATION 10+17.73'SR' 10+42.50'SR' 10+21.15'SL' 10+38.60'SL' 10+99.77'SL' 11+00.00'SR' 11+00.00'SR' 10+99.77'SL' 10+55.32'SL' OFFSET 27.58' RT 9.88' RT -25.38' LT -11.13' LT -10.00' LT 10.00' RT 31.59' RT -34.81' LT -10.00' LT Y 123612.735 123636.382 123614.210 123632.473 123694.164 123693.407 123693.035 123694.591 123649.358 X 214511.196 214492.523 214434.071 214447.609 214448.277 214492.271 214513.856 214423.466 214448.312 GRAVEL SHOULDER GRAVEL SHOULDER PROPOSED TEMPORARY PAVEMENT EDGE PROPOSED TEMPORARY PAVEMENT EDGE SAWCUT FUTURE FUTURE (TYP) FUTURE FUTURE TEMPORARY PAVEMENT (TRANSITION) 94 of 127 17'NW'15'NW '16'NW'17'NW'4911.60 4911.95 4912.33 4912.70 4912.98 4913.09 4913.03 4912.90 4912.78 4912.63 4912.45 10'SWR' 11'SWR' 4911.68 4912.07 4912.48 4912.88 4913.12 4912.16 4912.63 4913.10 4913.27 16'SW'17'SW'18'SW'18'SW' 4911.83 4912.45 4912.95 4913.34 4913.33 4912.93 4912.35 14'ICD'10'ICD'11'ICD'12'ICD'13'ICD'14'ICD' 4911.61 16'SL'4913.70 4913.25 4912.70 4911.98164912.21 4912.91 4913.45 4913.88 16'SE'17'SE'18'SE' 18'SE' 4912.06 4912.81 4913.36 4913.78 4914.08 4914.08 4913.77 4913.39 4913.01 21'SER'4914.37 4914.00 4913.62 4913.25 21'SEL' 4914.57 4914.19 4913.73 4913.27 10'NE'11'NE'12'NE'4913.26 4913.74 4914.22 4914.50 4914.37 4913.90 4913.40 4912.90 4912.43 4912.89 4913.31 4913.76 4914.21 4914.38 4914.15 4913.86 4913.48 4913.11 4912.67 4912.75 4913.01 4913.44 4913.74 4913.78 4913.54 4913.15 4912.85 4912.70 4912.56 4913.39 4913.58 4913.42 4913.18 4913.06 4913.06 4912.81 4913.18 4913.31 1 5 ' NW R ' 15' N W L ' 4912.93 15' N ' 16'N'12'NEL'12'NER'4914.54 4914.71 4914.88 4915.04 4915.05 4914.89 4914.69 4914.52 4914.32 4914.12 4913.92 4913.72 4913.54 4913.53 4914.374914.19 4914.02 4913.85 4913.68 -2.00%-2.37%-2.00%- 2 . 1 3% -2.00% -2.36%-2.00%-2.25%-2 . 0 0 % -2.15% 4913.62 4913.79 4913.97 4914.19 4914.39 4914.53 4914.70 4914.68 4914.58 4914.39 4914.21 4914.034913.89 4913.67 4913.50 4913.38 4913.23 4913.22 4913.43 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\021401_JD.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152JD01FRONTAGE RDFRONTAGE RDCOMMERCIALS T R E E T E COMMER C I A L GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 JOINT DETAILS12 ' 15' 6'12'12' 12'12'12'12' 1 2 '12'12'6'15'(15' MAX) (15' MAX)10'10'10'10'10'10'10'10'15' 6' 6' 1 5 '6'15'10' 10' TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE 95 of 127 OHUOHUOHUOHUOHUO H U O H U OHUOHUOHSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWOHUOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XVAULTELEC ELECELECELECVAULTELECG G G G G G G G G G G G GG G G G G G G G GEEEEEEEEEEEEE G G G G G G G G GGGGGGGGG GOHUOHUOHUOHUOHUOHUOHUOHUOHUOHOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEE" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12" W12" W12" W12" WE E ETTTTTEEE HYDH2O XXXXXXXXXXXXXXXXXXXXXX10'SL' 11'SL' 12'SL' 13'SL' 14'SL' 15'SL' 16'SL' 10'SR'10'SR' 11'SR' 12'SR' 13'SR' 14'SR' 15'SR' 16'SR'R400'PS01 FRONTAGE RD FRONTAGE RD E PROSPECT RDMATCHLINE 16+00'SR'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\024501_PS AND PM.DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152SIGNING AND PAVEMENT MARKINGCOORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN W3-2A YIELD AT ROUNDABOUT 24"X18" 30"X30"ENDSLANE R3-16a 18"X24" A B C A B C SIGNING LEGEND (THIS SHEET): 1 6 6 6 D1-5 Frontage RoadStreet E 48"x96" 2 8" SOLID WHITE 4" SOLID YELLOW YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP 4" WHITE SKIP, 2' w/4' GAP 8" WHITE SKIP, 2' w/4' GAP 4" SOLID WHITE TURN ARROW STRAIGHT ARROW 12" WHITE CROSS-WALK 4" DOUBLE YELLOW CENTERLINE 18" STOP BAR "YIELD" WORD. BIKE LANE SYMBOL BIKE LANE GREEN STRIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 STRIPING LEGEND: GENERAL SIGNING NOTES: 1. Signs typical at each approach leg style. 2. All proposed striping and signing must be approved by the city traffic engineer. 3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk. 4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb. 5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank to extend 36" minimum below surface. GENERAL STRIPING NOTES: 1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings within the roundabout area inside the pedestrian crossings. 2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an approved grinding process so that markings are flush with the riding surface (125 mils). 3. All proposed striping must be approved by the Local Entity Engineer. 300' FROM LEADING EDGE OF CROSSWALK AT ROUNDABOUT (SEE NOTE 3)150' (SEE NOTE 3) 11 7 2 10+64'SR' 15+44'SL' 13+71'SR' 12+65'SR' 2 2 R30'12'R400'13+28'SL' 15+09'SR'12'3'5'5'(MOUNTED ON SINGLE POST) K 30"X30" OM1-2 R4-7 24"X30"R2-1 SPEEDLIMIT30 24"X30" F G K F G 6 4 4 TEMPORARY TRANSITION PAVEMENT (THRU LANE) (BIKE LANE) (FUTURE RIGHT TURN LANE) (THRU LANE) (BIKE LANE) (RIGHT TURN LANE)11'3'(BIKE BUFFER) (BIKE BUFFER) 14 2 4 R512'3'6 13+30'SR'5'12'14+70'SL'15+28'SL' 2 12'12'11+66'SR' 11+66'SR' 11+12'SR' FUTURE CONSTRUCTION BY OTHERS FUTURE CONSTRUCTION BY OTHERS 96 of 127 YIELD YIELDYIELDYIELDYIELD10'ICD'11'ICD'12'ICD'13'ICD'14'ICD' 14'ICD' 11'NEL'12'NEL'13'NEL'11'NER'12'NER'13'NER'14'NER' 15'NWR' 13 ' N W R ' 14 ' N W R ' 1 5 ' NW R '16'SL'16'SL'16'SR'16'SR' 20'SEL' 21'SEL' 21'SEL' 20'SER' 21'SER' 10'SWL'11'SWL' 11'SWL' 11'SWR' 10'SWR' 11'SWR' 15'NWL' 15' N W L 'R300'R500'R3 1 4 ' R25 0 ' 2 0 '20'20'20'20' R400' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\024501_PS AND PM.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PS02FRONTAGE RDM A T C H L I N E 1 3 + 0 0 ' N E R ' MATCHLINE 16+00'SR'FRONTAGE RDCOMMERCIALS T R E E T E COMMER C I A L GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 SIGNING AND PAVEMENT MARKINGW3-2A YIELD AT ROUNDABOUT 24"X18" 30"X30" 8" SOLID WHITE 4" SOLID YELLOW YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP 4" WHITE SKIP, 2' w/4' GAP 8" WHITE SKIP, 2' w/4' GAP 4" SOLID WHITE TURN ARROW STRAIGHT ARROW 12" WHITE CROSS-WALK 4" DOUBLE YELLOW CENTERLINE 18" STOP BAR "YIELD" WORD BIKE LANE SYMBOL BIKE LANE GREEN STRIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 STRIPING LEGEND: ENDSLANE R3-16a 18"X24" C SIGNING LEGEND (THIS SHEET): W11-2 30"X30" W16-7L 24"X12" D YIELD R1-2 36"X31" D1-1 (STREET NAME SIGN DETAIL) Street Name Blvd 1010 XX"x12" R4-7 24"X30" E F W1-8a 54"X24" G H I GENERAL SIGNING NOTES: 1. Signs typical at each approach leg style. 2. All proposed striping and signing must be approved by the city traffic engineer. 3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk. 4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb. 5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank to extend 36" minimum below surface. C D D D D D D D D D D E E E E E F G F G F G I I I I I H 3 3 3 3 3 1 1 1 1 1 9 9 99 9 9 9 9 9 9 2 2 10 2 10 6 6 6 6 2 2 2 2 22 2 2 GENERAL STRIPING NOTES: 1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings within the roundabout area inside the pedestrian crossings. 2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an approved grinding process so that markings are flush with the riding surface (125 mils). 3. All proposed striping must be approved by the Local Entity Engineer.150' FROM LEADING EDGE OF CROSSWALK TO YIELD AHEAD SIGNS (SEE NOTE 3)300' FROM LEADING EDGEOF CROSSWALK TO YIELDAHEAD SIGNS (SEE NOTE 3)B B 25 0 ' ( S E E N O T E 3 ) C R3 0 ' 10 6 R30' 2 2 2 2 2 2 2 2 12 12 12 12 12 (MOUNTED ON SINGLE POST) 4 4 4 12+73'NER' 12+85'NEL' 4 L R2-1 SPEEDLIMIT25 24"X30" L 14+14'NWR' 14+02'NWR' 13+02'NWR' (MOUNTED ON SINGLE POST) (MOUNTED ON SINGLE POST) 4 30"X30" OM1-2 13 13 14 W?-? ENDSSIDEWALK AHEAD M 18"X18" M 97 of 127 XXXXXXXXXXXXXXXXXXXXXXXXXXXX13'NEL'14'NEL' 15'NEL' 16'NEL' 17'NEL' 18'NEL' 19'NEL'13'NER'14'NER' 15'NER' 16'NER' 17'NER' 18'NER' 19'NER' / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E GGXXXXXXXXXXXXXXXXXXXXXXXXXXXX19'NEL' 19'NEL' 19'NER' 19'NER' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\024501_PS AND PM.DWG LAYOUT NAME: 03 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PS03GATEWAY AT PROSPECTFRONTAGE ROADFRONTAGE RD M A T C H L I N E 1 3 + 0 0 ' N E R 'FRONTAGE RDKEY MAP N SCALE, FEET 0 10 20 SIGNING AND PAVEMENT MARKINGD1-5 Frontage Road Street E 48"x96" W3-2A YIELD AT ROUNDABOUT 24"X18" 30"X30" B GENERAL SIGNING NOTES: 1. Signs typical at each approach leg style. 2. All proposed striping and signing must be approved by the city traffic engineer. 3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk. 4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb. 5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank to extend 36" minimum below surface. SIGNING LEGEND (THIS SHEET): GENERAL STRIPING NOTES: 1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings within the roundabout area inside the pedestrian crossings. 2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an approved grinding process so that markings are flush with the riding surface (125 mils). 3. All proposed striping must be approved by the Local Entity Engineer. J 8" SOLID WHITE 4" SOLID YELLOW YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP 4" WHITE SKIP, 2' w/4' GAP 8" WHITE SKIP, 2' w/4' GAP 4" SOLID WHITE TURN ARROW STRAIGHT ARROW 12" WHITE CROSS-WALK 4" DOUBLE YELLOW CENTERLINE 18" STOP BAR "YIELD" WORD BIKE LANE SYMBOL BIKE LANE GREEN STRIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 STRIPING LEGEND: J B R4-7 24"X30" F G F G 2 2 6 6 10 8 10 15+87'NEL' 15+87'NER' 17+27'NER'150' FROM L E A DI N G E D G E OF C R O S S W AL K AT R O U N D A B O UT ( S E E N OT E 3) 150' (SEE NOTE 3)R200' K R2-1 SPEEDLIMIT30 24"X30" (MOUNTED ON SINGLE POST) K 7 30"X30" OM1-2 17+27'NER' 19+08'NER' 19+50'NER' 19+50'NEL' FRONTAGE RD 19+32'NEL' 10 10 8 1 106 6 13+85'NEL' PAVE M E NT M A RKI N G C O NTI N UE D MATCH INTO EXISTING PAVEMENT MARKING 19+08'NER' 6 6 14 13 (THRU LANE) (LEFT TURN LANE) (BIKE LANE) (THRU LANE) (BIKE LANE) (BIKE BUFFER) (BIKE BUFFER) (LEFT TURN LANE) 14 W?-? ENDSSIDEWALK AHEAD M M 15+37'NER' 16+02'NER' 18"X18" 7 4 4 13 98 of 127 10'SL' 11'SL' 12'SL' 13'SL' 14'SL' 15'SL' 16'SL' 10'SR'10'SR' 11'SR' 12'SR' 13'SR' 14'SR' 15'SR' 16'SR'R400'PS04 FRONTAGE RD FRONTAGE RD E PROSPECT RDMATCHLINE 16+00'SR'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\024501_PS AND PM (ULTIMATE).DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152SIGNING AND PAVEMENT MARKINGCOORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN W3-2A YIELD AT ROUNDABOUT 24"X18" 30"X30"ENDSLANE R3-16a 18"X24" A B C A B C SIGNING LEGEND (THIS SHEET): 1 4 8 7 7 4 6 1 6 D1-5 Frontage RoadStreet E 48"x96" 10 2 2 8" SOLID WHITE 4" SOLID YELLOW YIELD LINE, 18" WHITE BLOCK, 3' w/3' GAP 4" WHITE SKIP, 2' w/4' GAP 8" WHITE SKIP, 2' w/4' GAP 4" SOLID WHITE TURN ARROW STRAIGHT ARROW 12" WHITE CROSS-WALK 4" DOUBLE YELLOW CENTERLINE 18" STOP BAR "YIELD" WORD. BIKE LANE SYMBOL BIKE LANE GREEN STRIPING 1 2 3 4 5 6 7 8 9 10 11 12 13 STRIPING LEGEND: GENERAL SIGNING NOTES: 1. Signs typical at each approach leg style. 2. All proposed striping and signing must be approved by the city traffic engineer. 3. Check MUTCD Table 2C-4 for sign placement. Measure along outside curb face from leading edge of crosswalk. 4. All signs shall be a minimum clearance of 18" from closest point of sign face to back of curb. 5. PVC sleeves to be cored through the pavement to soil. Cut PVC off 1" above median cap. Telespar sleeve blank to extend 36" minimum below surface. GENERAL STRIPING NOTES: 1. Use Pre-formed Thermo Plastic for all arrow markings and all stripings and markings within the roundabout area inside the pedestrian crossings. 2. All Thermo Plastic linear lines (including crosswalks) must be inlayed by using an approved grinding process so that markings are flush with the riding surface (125 mils). 3. All proposed striping must be approved by the Local Entity Engineer. 300' FROM LEADING EDGE OF CROSSWALK AT ROUNDABOUT (SEE NOTE 3)150' (SEE NOTE 3) 11 6 7 8 7 2 1 10+64'SR' 15+44'SL' 13+98'SL' 13+71'SR' 12+65'SR' 12+60'SL' 13+04'SR' 8 7 7 2 2 R30'12'R400'12'14+25'SL' 15+09'SR'12'12'3'5'12'12'3'5'(MOUNTED ON SINGLE POST) K 30"X30" OM1-2 R4-7 24"X30"R2-1 SPEEDLIMIT30 24"X30" F G K F G 6 4 4 11'FUTURE CONSTRUCTION BY OTHERS (THRU LANE) (RIGHT TURN LANE) (LEFT TURN LANE) (BIKE LANE) (FUTURE RIGHT TURN LANE) (THRU LANE) (BIKE LANE)5'14 14 13 (RIGHT TURN LANE)11'3'3'(BIKE BUFFER) (BIKE BUFFER) 14 7 8 6 FUTURE CONSTRUCTION BY OTHERS R65'14 6 10+43'SR' NOTE: THIS SHEET REPRESENTS PAVEMENT MARKING AND SIGNING IN THE ROADWAY'S ULTIMATE CONFIGURATION. 99 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUOHUOHUOHUOHUO H U O H U OHUOHUOHUSSSSSS/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSWWWWWOHUOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXX X X X X X X X X X XVAULTELEC ELECELECELECVAULTELECVAULTELECG G G G G G G G G G G G GG G G G G G G G G G G G GEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE G G G G G G G G GGGGGGGGGGGGGG GOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEEEE8" W8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS12" W12" W12" W12" WE E ETTTTT EEEEHYD T ST SH2O10+00'SL' 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 15+00'SL' 16+00'SL' 10+00'SR'10+00'SR' 11+00'SR' 12+00'SR' 14+00'SR' 15+00'SR' 16+00'SR' 9+97'SE'10+00'SE'11+00'SE' 12+00'SE' 13+00'SE' 14+00'SE' 15+00'SE' 16+00'SE' 10+04'SW' 11+00'SW' 12+00'SW' 13+00'SW' 14+00'SW' 15+00'SW' N1° 31' 47"E N7° 14' 26"E N1° 31' 47"E N4° 49' 05"E N1° 31' 47"E N4° 49' 05"E N1° 31' 47"E N3° 20' 47"W N1° 31' 47"E N8° 11' 47"W N7° 14' 26"E N1° 31' 47"E N15° 24' 01 " W PI STA = 10+54.99'SW' Y = 123635.297 X = 214410.644 DELTA = 79°18'23" D = 92°24'45" T = 51.39' L = 85.82' R = 62.00' PC STA = 10+03.60'SW' Y = 123636.771 X = 214359.277 PT STA = 10+89.42'SW' Y = 123685.498 X = 214421.623 BK = S88°21'23"E AH = N12°20'14"E PI STA = 11+17.98'SW' Y = 123713.406 X = 214427.727 DELTA = 10°48'27" D = 18°58'20" T = 28.57' L = 56.97' R = 302.00' PC STA = 10+89.42'SW' Y = 123685.498 X = 214421.623 PT STA = 11+46.38'SW' Y = 123741.963 X = 214428.490 BK = N12°20'14"E AH = N01°31'47"E PI STA = 10+15.84'SE' Y = 123649.414 X = 214574.558 DELTA = 6°57'20" D = 18°58'20" T = 18.35' L = 36.66' R = 302.00' PC STA = 9+97.49'SE' Y = 123645.970 X = 214592.585 PT STA = 10+34.15'SE' Y = 123655.015 X = 214557.081 BK = N79°11'03"W AH = N72°13'44"W PI STA = 10+73.10'SE' Y = 123666.905 X = 214519.986 DELTA = 56°49'42" D = 79°34'39" T = 38.95' L = 71.41' R = 72.00' PC STA = 10+34.15'SE' Y = 123655.015 X = 214557.081 PT STA = 11+05.56'SE' Y = 123704.459 X = 214509.641 BK = N72°13'44"W AH = N15°24'01"W PI: 15+22.88'SR' PI: 10+55.78'SR'PI: 10+55.81'SL'PI: 14+53.78'SL'PI: 12+59.68'SW'PI: 13+70.23'SW'PI: 14+54.36'SW'PI: 15+88.12'SW'PI: 11+17.98'SW'PI: 11+35.26'SE'PI: 12+60.61'SE'PI: 14+16.26'SE'PI: 15+06.58'SE'PI : 1 0 + 7 3 . 1 0 ' S E 'PI: 11+35.26'SE'PI: 12+60.61'SE'PI: 15+06.58'SE'15+29'SM' 13+03'SM' 14+00'SM'15+00'SM' N5° 35' 43"W PI STA = 14+83.45'SM' Y = 124076.106 X = 214470.051 DELTA = 10°24'48" D = 11°27'33" T = 45.56' L = 90.87' R = 500.00' PC STA = 14+37.89'SM' Y = 124030.761 X = 214474.493 PT STA = 15+28.76'SM' Y = 124121.507 X = 214473.878 BK = N05°35'43"W AH = N04°49'05"EBP: 10+00.03'SL'PC: 14+25.08'SL'PC: 15+99.06'SL'PT: 11+11.51'SL'PT: 14+82.47'SL'BP: 9+99.98'SR'PC: 14+88.82'SR'PC: 16+05.07'SR'PT: 15+56.90'SR'PT: 11+11.51'SR'BP: 9+97.49' S E 'PC: 11+14.84'SE'PC: 1 4 + 0 4 . 5 1 ' S E 'PC: 14+88.82'SE'PC: 15+82.58'SE'PT: 11+55.15'SE'PT: 14+25.08'SE'PT: 15+24.33'SE'PT: 11+05.56'SE'PCC: 10 + 3 4 . 1 5 ' S E ' BP: 10+03.60'SW'PC: 14+25.08'SW'PC: 15+55.94'SW'PT: 14+83.62'SW'PT: 11+46.38'SW'PCC: 10+89.42'SW'BP: 13+03.06'SM'EP: 15+28.76'SM'PC: 14+37.89'SM'STA 13+03.06 'SR'= STA 13+03.06 'SM' 10+04'EXR' 10+57'EXR' BP: 1 0 + 0 3 . 6 6 ' E X R 'EP: 10+56.55'EXR'10+08'EXL'BP: 10+07.59'EXL'EP: 10+55.46'EXL'STA 10+55.46 'SL'= STA 10+55.46 'EXL' STA 10+56.56 'SR'= STA 10+56.55 'EXR' PI STA = 10+33.54'EXL' Y = 123623.768 X = 214459.484 DELTA = 54°50'58" D = 114°35'30" T = 25.94' L = 47.87' R = 50.00' PC STA = 10+07.59'EXL' Y = 123607.884 X = 214438.969 PT STA = 10+55.46'EXL' Y = 123649.686 X = 214458.308 BK = N52°15'06"E AH = N02°35'52"W PI STA = 10+32.65'EXR' Y = 123621.153 X = 214482.324 DELTA = 58°16'37" D = 110°10'38" T = 28.99' L = 52.89' R = 52.00' PC STA = 10+03.66'EXR' Y = 123605.927 X = 214506.994 PT STA = 10+56.55'EXR' Y = 123650.144 X = 214482.303 BK = N58°19'03"W AH = N00°02'26"W GD01 FRONTAGE RD FRONTAGE RD E PROSPECT RDE PROSPECT RDMATCHLINE 16+00'SR'GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\027201_AD.DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152GEOMETRIC DETAILSCOORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN PI STA = 14+54.36'SW'Y = 124048.985X = 214447.694DELTA = 3°17'18"D = 5°37'02"T = 29.28'L = 58.54'R = 1020.00'PC STA = 14+25.08'SW'Y = 124019.718X = 214446.912PT STA = 14+83.62'SW'Y = 124078.158X = 214450.153BK = N01°31'47.5"EAH = N04°49'05.1"E PI STA = 15+88.12'SW'Y = 124181.791X = 214462.495DELTA = 9°11'58"D = 14°19'26"T = 32.18'L = 64.22'R = 400.00'PC STA = 15+55.94'SW'Y = 124150.227X = 214456.227PT STA = 16+20.16'SW'Y = 124213.952X = 214463.636BK = N11°13'51.0"EAH = N02°01'53.3"E 'SW' LINE 'SW' LINE 'SW' LINE 'SR' LINE 'SR' LINE 'SE' LINE 'SE' LINE 'SL' LINE 'SL' LINE 'SE' LINE PI STA = 12+59.68'SW'Y = 123855.223X = 214431.515DELTA = 005°42'38"BK = N01° 31' 47.48"EAH = N07° 14' 25.64"E PI STA = 13+70.23'SW'Y = 123964.890X = 214445.448DELTA = 005°42'38"BK = N07° 14' 25.64"EAH = N01° 31' 47.48"E 'SL' LINE PI STA = 10+55.81'SL'Y = 123649.971X = 214457.044DELTA = 5°10'04"D = 4°38'08"T = 55.78'L = 111.48'R = 1236.00'PC STA = 10+00.03'SL'Y = 123594.306X = 214460.583PT STA = 11+11.51'SL'Y = 123705.728X = 214458.533BK = N03°38'16.1"WAH = N01°31'47.5"E 'SR' LINE PI STA = 14+53.78'SL'Y = 124047.877X = 214467.671DELTA = 3°17'18"D = 5°43'46"T = 28.70'L = 57.39'R = 1000.00'PC STA = 14+25.08'SL'Y = 124019.184X = 214466.905PT STA = 14+82.47'SL'Y = 124076.478X = 214470.082BK = N01°31'47.5"EAH = N04°49'05.1"E PI STA = 15+22.88'SR'Y = 124116.311X = 214493.508DELTA = 4°52'34"D = 7°09'43"T = 34.06'L = 68.08'R = 800.00'PC STA = 14+88.82'SR'Y = 124082.261X = 214492.598PT STA = 15+56.90'SR'Y = 124150.316X = 214491.519BK = N01°31'47.5"EAH = N03°20'46.6"W PI STA = 10+55.78'SR'Y = 123649.301X = 214481.035DELTA = 5°16'21"D = 4°43'39"T = 55.81'L = 111.53'R = 1212.00'PC STA = 9+99.98'SR'Y = 123593.615X = 214484.678PT STA = 11+11.51'SR'Y = 123705.087X = 214482.525BK = N03°44'33.6"WAH = N01°31'47.5"E PI STA = 11+35.26'SE'Y = 123733.094X = 214501.754DELTA = 22°38'27"D = 56°10'20"T = 20.42'L = 40.31'R = 102.00'PC STA = 11+14.84'SE'Y = 123713.408X = 214507.176PT STA = 11+55.15'SE'Y = 123753.351X = 214504.327BK = N15°24'01.4"WAH = N07°14'25.6"E PI STA = 14+16.26'SE'Y = 124006.257X = 214510.575DELTA = 69°19'58"D = 337°02'02"T = 11.76'L = 20.57'R = 17.00'PC STA = 14+04.51'SE'Y = 124001.816X = 214521.461PT STA = 14+25.08'SE'Y = 124018.010X = 214510.889BK = N67°48'10.2"WAH = N01°31'47.5"E PI STA = 15+06.58'SE'Y = 124099.477X = 214513.065DELTA = 2°28'51"D = 6°59'14"T = 17.76'L = 35.51'R = 820.00'PC STA = 14+88.82'SE'Y = 124081.727X = 214512.591PT STA = 15+24.33'SE'Y = 124117.231X = 214512.770BK = N01°31'47.5"EAH = N00°57'04.0"W PI STA = 12+60.61'SE'Y = 123857.971X = 214517.619DELTA = 005°42'38"BK = N07° 14' 25.64"EAH = N01° 31' 47.48"E 'SM' LINE 'SM' LINE 'EXL' LINE 'EXR' LINE FUTURE WORK BY OTHERS FUTURE WORK BY OTHERS TEMPORARY TRANSITION ASPHALT PAVEMENT 100 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X GAS GGGGGGGGGGGGGGGGGEEEEEEEEEE E E E E E E E E GGGGGGGGGGGEEEEEEEEEEE27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BL BLBLBLBL BLBL BLBLBLBL BL BL BL BL BL BL BLBLBLBLBLBL BLBL BL BLBLBL BL BL BL BL BL BL 16+00'SL'16+00'SR'10+00'SWR' 11+00'SW R' 15 + 0 0 ' N W L '12+00'NEL'13+00'NEL'12+00'NER'13+00'NER'14+00' N E R' 21+25'SEL' 21+00'SEL' 21+88'SER' 21+00'SER' 15+ 0 0 ' N ' 16+00'N'17+00'N'18+00'N'9+88'NE'10+00'NE'11+00'NE'12+00'NE'13+00'NE'14+00' N E' 18+45'SE'16+00'SE'17+00'SE' 18+00'SE' 18+36'SW'17+00'SW'18+00'SW'14+71'ICD'10+00'ICD'11+00'ICD'12+00'ICD'13+00'ICD'14+00'IC D'S26° 25' 33"WN3° 20' 47"W11+00'SWL' 13 + 0 0 ' N W R ' 14 + 0 0 ' N W R ' 1 5 + 0 0 ' NW R '15+00'NW '16+00'NW'17+00'NW'S78° 32' 31" E S78° 32' 31" E N78° 32' 31 " WN28° 27' 29"ES4 6 ° 3 2 ' 3 1 " E S4 5 ° 0 6 ' 4 6 " E S4 6 ° 3 2 ' 3 1 " E S4 6 ° 3 2 ' 3 1 " E S4 6 ° 3 2 ' 3 1 " E S5 3 ° 4 0 ' 0 1 " E S26° 25' 33"WS45° 36' 40"WN26° 25' 33"EN52° 26' 51"ESTA 13+85.23 'ICD'= STA 15+41.57 'NWL' STA 13+61.55 'ICD'= STA 15+41.28 'NWR' STA 12+96.64 'ICD'= STA 11+39.78 'SWL' STA 12+73.87 'ICD'= STA 11+33.81 'SWR' STA 12+11.33 'ICD'= STA 16+72.42 'SL' STA 11+84.72 'ICD'= STA 16+71.38 'SR' STA 11+12.54 'ICD'= STA 20+00.00 'SER' STA 10+83.56 'ICD'= STA 20+04.10 'SEL' STA 10+13.69 'ICD'= STA 11+40.73 'NER' STA 14+56.35 'ICD'= STA 11+30.52 'NEL' 21 ' 2 1 '21'21'21' 21'21'21'21' 21' PI: 16+3 9 . 5 0 ' S R ' PI: 16+36.16'SL'PI: 20+41.45'SER'PI: 20+69.56'SEL'PI: 20+30.51'SEL' PI: 10+97.82'SWR' PI: 10+78.21'SWL' PI: 15+17.40'NWR' PI : 1 1 + 6 0 . 8 1 ' N E L ' PI: 12+05.78'NER' PI: 11+52.81'NER' PI: 15+88.12'SW' PI: 16+29.01'SW' PI: 16+57.88'SW' PI: 17+47.96'SW' PI: 17+94.23'SW' PI : 1 6 + 7 6 . 2 2 ' S E 'PI: 18+06.37'SE'PI: 1 6 + 6 1 . 1 1 ' N W ' PI: 14+93.33'NW' PI: 16+03.90'NW' PI: 14+15.59'N' PI: 14+93.75'N'PI: 15+23.99'N'PI: 15+79.37'N' PI: 16+45.26'N' PI: 1 7 + 0 9 . 7 0 ' N ' PI: 13+95.24'NE' PI: 12+97.97'NE' PI: 12+48.39'NE' PI: 10+74.42'NE' PI: 11+35.97'NE' PI: 11+80.21'NE' PI: 12+09.57'NE' PI: 16+20.82'SE' PI : 1 6 + 7 6 . 2 2 ' S E ' PI: 17+32.19'SE'PI: 18+06.37'SE'PI: 10+46.90'SWR' PI: 15+60.81'NW' PI: 15+00.63'NWL'PI: 14+70.71'NWR' PC: 15+99.06'SL' PC: 16+05.07'SR' BP: 1 0 + 0 0 . 0 0 ' S W R ' PC: 1 0 + 4 3 . 5 5 ' S W R ' PCC : 1 0 + 5 0 . 2 6 ' S W R 'PC: 14+48.81'NWR'PCC: 14+92.53'NWR'PC: 14+59.39'NWL'PC: 1 2 + 0 6 . 9 7 ' N E L ' PT: 1 1 + 8 9 . 3 4 ' N E L ' PC C : 1 2 + 4 6 . 5 0 ' N E R ' PCC: 1 1 + 6 4 . 7 7 ' N E R 'EP: 21+25.00'SEL'PT: 20+83.34'SEL'PCC: 20+55.74'SEL'EP: 21+87.64'SER'PT: 20+81.74'SER'PT: 14+24.19'N'PC: 14+88.56'N'PCC: 14+98.94'N'PCC: 15+48.58'N'PCC: 16+07 .66 'N ' PRC: 1 6 + 7 9 . 5 9 ' N ' PC C : 1 7 + 3 9 . 6 4 ' N 'BP: 9+87.76'NE'PC: 10+29.16'NE'PCC: 14+70.58'NE'PC C : 1 3 + 1 5 . 3 2 ' N E ' PC C : 1 2 + 8 0 . 5 6 ' N E 'PCC: 11+14.16' NE' PCC: 11+56.75'NE' PCC: 1 2 + 0 3 . 2 9 ' N E ' PCC: 1 2 + 1 5 . 8 6 ' N E ' EP: 1 7 + 3 8 . 1 4 ' N W 'PI: 14+16.90'NW'P C : 1 6 + 3 5 . 7 6 ' N W 'PC: 14+48.42'NW'PT: 1 6 + 8 5 . 9 9 ' N W ' PT : 1 6 + 2 1 . 3 3 ' N W ' PCC: 15+32.84'NW' PC C : 1 5 + 8 6 . 3 7 ' N W 'EP: 18+45.37'SE'PC: 15+82.58'SE' PC C : 1 6 + 5 5 . 6 2 ' S E ' P C C : 1 6 + 9 6 . 1 2 ' S E 'PCC: 17+66.92'SE'EP: 1 8 + 3 6 . 1 5 ' S W ' PT: 1 8 + 1 0 . 7 8 ' S W ' PCC: 16+20.16'SW' PCC: 16+37.85'SW'PCC: 16+77.39'S W' P C C : 1 7 + 7 7 . 3 6 ' S W 'BP: 10+00.00'ICD'EP: 14+71.24'ICD'PCC: 12+35.96'ICD'PC: 1 0 + 4 3 . 5 5 ' S W L ' P T : 1 1 + 1 1 . 6 7 ' SW L ' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\027201_AD.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152GD02FRONTAGE RDM A T C H L I N E 1 3 + 0 0 ' N E R ' MATCHLINE 16+00'SR'FRONTAGERDCOMMERCIALS T R E E T E COMMER C I A L BOX ELD E R CREEK GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 GEOMETRIC DETAILSPI STA = 16+39.50'SR' Y = 124232.768 X = 214486.698 DELTA = 37°59'53" D = 57°17'45" T = 34.43' L = 66.32' R = 100.00' PC STA = 16+05.07'SR' Y = 124198.396 X = 214488.708 PT STA = 16+71.38'SR' Y = 124261.092 X = 214506.275 BK = N03°20'46.6"W AH = N34°39'06.8"E PI STA = 16+20.82'SE' Y = 124212.735 X = 214499.014 DELTA = 41°50'43" D = 57°17'45" T = 38.23' L = 73.03' R = 100.00' PC STA = 15+82.58'SE' Y = 124174.894 X = 214504.465 PT STA = 16+55.62'SE' Y = 124244.561 X = 214520.199 BK = N08°11'46.6"W AH = N33°38'56.6"E PI STA = 16+76.22'SE' Y = 124261.708 X = 214531.613 DELTA = 25°47'02" D = 63°39'43" T = 20.60' L = 40.50' R = 90.00' PC STA = 16+55.62'SE' Y = 124244.561 X = 214520.199 PT STA = 16+96.12'SE' Y = 124272.184 X = 214549.350 BK = N33°38'56.6"E AH = N59°25'58.5"E PI STA = 17+32.19'SE' Y = 124290.528 X = 214580.407 DELTA = 27°02'32" D = 38°11'50" T = 36.07' L = 70.80' R = 150.00' PC STA = 16+96.12'SE' Y = 124272.184 X = 214549.350 PT STA = 17+66.92'SE' Y = 124292.745 X = 214616.409 BK = N59°25'58.5"E AH = N86°28'30.3"E PI STA = 18+06.37'SE' Y = 124295.171 X = 214655.785 DELTA = 14°58'59" D = 19°05'55" T = 39.45' L = 78.45' R = 300.00' PC STA = 17+66.92'SE' Y = 124292.745 X = 214616.409 PT STA = 18+45.37'SE' Y = 124287.334 X = 214694.450 BK = N86°28'30.3"E AH = S78°32'30.6"E 'SE' LINE'SR' LINE 'SR' LINE 'SW' LINE 'SW' LINE 'SWR' LINE'NW' LINE 'SWL' LINE 'NWR' LINE 'NW' LINE 'SL' LINE 'SE' LINE 'SE' LINE 'SER' LINE 'SEL' LINE 'NE' LINE 'NE' LINE PI STA = 20+41.45'SER' Y = 124315.031 X = 214623.242 DELTA = 23°25'02" D = 28°38'52" T = 41.45' L = 81.74' R = 200.00' PC STA = 20+00.00'SER' Y = 124306.443 X = 214582.692 PT STA = 20+81.74'SER' Y = 124306.797 X = 214663.865 BK = N78°02'27.2"E AH = S78°32'30.6"E 'SER' LINE PI STA = 20+69.56'SEL' Y = 124309.224 X = 214651.895 DELTA = 6°19'35" D = 22°55'06" T = 13.82' L = 27.60' R = 250.00' PC STA = 20+55.74'SEL' Y = 124313.444 X = 214638.739 PT STA = 20+83.34'SEL' Y = 124306.479 X = 214665.436 BK = S72°12'55.3"E AH = S78°32'30.6"E PI STA = 20+30.51'SEL' Y = 124321.510 X = 214613.593 DELTA = 29°35'10" D = 57°17'45" T = 26.41' L = 51.64' R = 100.00' PC STA = 20+04.10'SEL' Y = 124340.940 X = 214595.708 PT STA = 20+55.74'SEL' Y = 124313.444 X = 214638.739 BK = S42°37'45.6"E AH = S72°12'55.3"E 'SEL' LINE PI STA = 12+97.97'NE' Y = 124531.745 X = 214652.158 DELTA = 8°13'48" D = 23°40'33" T = 17.41' L = 34.76' R = 242.00' PC STA = 12+80.56'NE' Y = 124517.709 X = 214641.856 PT STA = 13+15.32'NE' Y = 124544.161 X = 214664.362 BK = N36°16'36.9"E AH = N44°30'24.6"E PI STA = 12+48.39'NE' Y = 124494.022 X = 214619.555 DELTA = 14°49'45" D = 22°55'06" T = 32.53' L = 64.70' R = 250.00' PC STA = 12+15.86'NE' Y = 124465.415 X = 214604.058 PT STA = 12+80.56'NE' Y = 124517.709 X = 214641.856 BK = N28°26'42.6"E AH = N43°16'27.7"E PI STA = 10+74.42'NE' Y = 124327.896 X = 214625.213 DELTA = 48°42'08" D = 57°17'45" T = 45.26' L = 85.00' R = 100.00' PC STA = 10+29.16'NE' Y = 124318.905 X = 214669.570 PT STA = 11+14.16'NE' Y = 124367.155 X = 214602.693 BK = N78°32'30.6"W AH = N29°50'22.6"W PI STA = 11+35.97'NE' Y = 124386.076 X = 214591.840 DELTA = 30°30'14" D = 71°37'11" T = 21.81' L = 42.59' R = 80.00' PC STA = 11+14.16'NE' Y = 124367.155 X = 214602.693 PT STA = 11+56.75'NE' Y = 124407.888 X = 214592.093 BK = N29°50'22.6"W AH = N00°39'51.1"E PI STA = 11+80.21'NE' Y = 124431.342 X = 214592.364 DELTA = 17°46'28" D = 38°11'50" T = 23.46' L = 46.53' R = 150.00' PC STA = 11+56.75'NE' Y = 124407.888 X = 214592.093 PT STA = 12+03.29'NE' Y = 124453.593 X = 214599.783 BK = N00°39'51.1"E AH = N18°26'18.8"E PI STA = 12+09.57'NE' Y = 124459.558 X = 214601.772 DELTA = 2°52'54" D = 22°55'06" T = 6.29' L = 12.57' R = 250.00' PC STA = 12+03.29'NE' Y = 124453.593 X = 214599.783 PT STA = 12+15.86'NE' Y = 124465.415 X = 214604.058 BK = N18°26'18.8"E AH = N21°19'12.6"E 'NE' LINE 'NER' LINE 'NEL' LINE 'NER' LINE 'NEL' LINE 'N' LINE 'N' LINE PI STA = 12+05.78'NER' Y = 124484.457 X = 214592.230 DELTA = 11°42'26" D = 14°19'26" T = 41.01' L = 81.73' R = 400.00' PC STA = 11+64.77'NER' Y = 124446.496 X = 214576.716 PT STA = 12+46.50'NER' Y = 124518.480 X = 214615.124 BK = N22°13'45.9"E AH = N33°56'12.0"E PI STA = 11+52.81'NER' Y = 124435.315 X = 214572.146 DELTA = 13°46'32" D = 57°17'45" T = 12.08' L = 24.04' R = 100.00' PC STA = 11+40.73'NER' Y = 124423.366 X = 214570.370 PT STA = 11+64.77'NER' Y = 124446.496 X = 214576.716 BK = N08°27'13.7"E AH = N22°13'45.9"E 'NER' LINE PI STA = 11+60.81'NEL' Y = 124458.526 X = 214567.483 DELTA = 33°42'13" D = 57°17'45" T = 30.29' L = 58.82' R = 100.00' PC STA = 11+30.52'NEL' Y = 124444.381 X = 214540.698 PT STA = 11+89.34'NEL' Y = 124485.157 X = 214581.917 BK = N62°09'42.8"E AH = N28°27'29.4"E 'NEL' LINE PI STA = 14+15.59'N' Y = 124534.079 X = 214369.389 DELTA = 2°00'10" D = 11°38'44" T = 8.60' L = 17.20' R = 492.00' PC STA = 14+06.99'N' Y = 124539.995 X = 214363.147 PT STA = 14+24.19'N' Y = 124528.386 X = 214375.835 BK = S46°32'30.6"E AH = S48°32'40.8"E PI STA = 14+93.75'N' Y = 124480.048 X = 214425.744 DELTA = 1°11'23" D = 11°27'33" T = 5.19' L = 10.38' R = 500.00' PC STA = 14+88.56'N' Y = 124482.956 X = 214421.443 PT STA = 14+98.94'N' Y = 124477.229 X = 214430.103 BK = S55°55'42.8"E AH = S57°07'05.9"E PI STA = 15+23.99'N' Y = 124463.632 X = 214451.136 DELTA = 18°57'28" D = 38°11'50" T = 25.04' L = 49.63' R = 150.00' PC STA = 14+98.94'N' Y = 124477.229 X = 214430.103 PT STA = 15+48.58'N' Y = 124457.606 X = 214475.444 BK = S57°07'05.9"E AH = S76°04'34.0"E PI STA = 15+79.37'N' Y = 124450.197 X = 214505.329 DELTA = 39°49'26" D = 67°24'24" T = 30.79' L = 59.08' R = 85.00' PC STA = 15+48.58'N' Y = 124457.606 X = 214475.444 PT STA = 16+07.66'N' Y = 124463.646 X = 214533.026 BK = S76°04'34.0"E AH = N64°05'59.7"E PI STA = 16+45.26'N' Y = 124480.071 X = 214566.852 DELTA = 41°12'53" D = 57°17'45" T = 37.60' L = 71.93' R = 100.00' PC STA = 16+07.66'N' Y = 124463.646 X = 214533.026 PT STA = 16+79.59'N' Y = 124514.713 X = 214581.475 BK = N64°05'59.7"E AH = N22°53'07.2"E PI STA = 17+09.70'N' Y = 124542.456 X = 214593.185 DELTA = 10°41'08" D = 17°47'37" T = 30.11' L = 60.05' R = 322.00' PC STA = 16+79.59'N' Y = 124514.713 X = 214581.475 PT STA = 17+39.64'N' Y = 124567.546 X = 214609.837 BK = N22°53'07.2"E AH = N33°34'14.8"E 'N' LINE PI STA = 15+00.63'NWL' Y = 124461.796 X = 214418.048 DELTA = 11°46'17" D = 14°19'26" T = 41.24' L = 82.18' R = 400.00' PC STA = 14+59.39'NWL' Y = 124490.159 X = 214388.116 PT STA = 15+41.57'NWL' Y = 124440.136 X = 214453.136 BK = S46°32'30.6"E AH = S58°18'47.6"E 'NWL' LINE PI STA = 14+70.71'NWR' Y = 124482.375 X = 214396.330 DELTA = 8°20'55" D = 19°05'55" T = 21.90' L = 43.71' R = 300.00' PC STA = 14+48.81'NWR' Y = 124497.435 X = 214380.437 PT STA = 14+92.53'NWR' Y = 124465.167 X = 214409.868 BK = S46°32'30.6"E AH = S38°11'35.7"E PI STA = 15+17.40'NWR' Y = 124445.621 X = 214425.246 DELTA = 27°55'58" D = 57°17'45" T = 24.87' L = 48.75' R = 100.00' PC STA = 14+92.53'NWR' Y = 124465.167 X = 214409.868 PT STA = 15+41.28'NWR' Y = 124421.148 X = 214429.676 BK = S38°11'35.7"E AH = S10°15'37.4"E 'NWR' LINE PI STA = 16+61.11'NW' Y = 124310.678 X = 214345.079 DELTA = 19°11'07" D = 38°11'50" T = 25.35' L = 50.23' R = 150.00' PC STA = 16+35.76'NW' Y = 124328.412 X = 214363.195 PT STA = 16+85.99'NW' Y = 124287.977 X = 214333.797 BK = S45°36'39.9"W AH = S26°25'33.3"W PI STA = 14+93.33'NW' Y = 124460.310 X = 214405.777 DELTA = 48°22'12" D = 57°17'45" T = 44.91' L = 84.42' R = 100.00' PC STA = 14+48.42'NW' Y = 124486.918 X = 214369.598 PT STA = 15+32.84'NW' Y = 124415.591 X = 214409.923 BK = S53°40'00.6"E AH = S05°17'48.4"E PI STA = 15+60.81'NW' Y = 124387.749 X = 214412.504 DELTA = 40°53'36" D = 76°23'40" T = 27.96' L = 53.53' R = 75.00' PC STA = 15+32.84'NW' Y = 124415.591 X = 214409.923 PT STA = 15+86.37'NW' Y = 124365.012 X = 214396.228 BK = S05°17'48.4"E AH = S35°35'48.0"W PI STA = 16+03.90'NW' Y = 124350.763 X = 214386.028 DELTA = 10°00'52" D = 28°38'52" T = 17.52' L = 34.96' R = 200.00' PC STA = 15+86.37'NW' Y = 124365.012 X = 214396.228 PT STA = 16+21.33'NW' Y = 124338.506 X = 214373.506 BK = S35°35'48.0"W AH = S45°36'39.9"W 'NW' LINE PI STA = 10+78.21'SWL' Y = 124305.966 X = 214356.137 DELTA = 26°01'18" D = 38°11'50" T = 34.66' L = 68.12' R = 150.00' PC STA = 10+43.55'SWL' Y = 124274.928 X = 214340.712 PT STA = 11+11.67'SWL' Y = 124327.091 X = 214383.616 BK = N26°25'33.3"E AH = N52°26'51.3"E 'SWL' LINE PI STA = 16+36.16'SL' Y = 124229.626 X = 214482.991 DELTA = 21°00'55" D = 28°38'52" T = 37.10' L = 73.36' R = 200.00' PC STA = 15+99.06'SL' Y = 124192.662 X = 214479.875 PT STA = 16+72.42'SL' Y = 124265.250 X = 214472.643 BK = N04°49'05.1"E AH = N16°11'50.4"W PI STA = 16+29.01'SW' Y = 124222.761 X = 214462.851 DELTA = 2°31'59" D = 14°19'26" T = 8.84' L = 17.69' R = 400.00' PC STA = 16+20.16'SW' Y = 124213.952 X = 214463.636 PT STA = 16+37.85'SW' Y = 124231.527 X = 214461.677 BK = N05°05'36.7"W AH = N07°37'36.2"W PI STA = 16+57.88'SW' Y = 124251.379 X = 214459.019 DELTA = 22°39'09" D = 57°17'45" T = 20.03' L = 39.54' R = 100.00' PC STA = 16+37.85'SW' Y = 124231.527 X = 214461.677 PT STA = 16+77.39'SW' Y = 124268.677 X = 214448.919 BK = N07°37'36.2"W AH = N30°16'45.4"W PI STA = 17+47.96'SW' Y = 124329.627 X = 214413.332 DELTA = 104°08'36" D = 104°10'27" T = 70.58' L = 99.97' R = 55.00' PC STA = 16+77.39'SW' Y = 124268.677 X = 214448.919 PT STA = 17+77.36'SW' Y = 124280.226 X = 214362.925 BK = N30°16'45.4"W AH = S45°34'38.4"W PI STA = 17+94.23'SW' Y = 124268.417 X = 214350.877 DELTA = 19°09'05" D = 57°17'45" T = 16.87' L = 33.43' R = 100.00' PC STA = 17+77.36'SW' Y = 124280.226 X = 214362.925 PT STA = 18+10.78'SW' Y = 124253.310 X = 214343.369 BK = S45°34'38.4"W AH = S26°25'33.3"W 'SW' LINE 'SL' LINE PI STA = -315+90.10'ICD' Y = 143465.689 X = 188100.744 DELTA = 180°15'49" D = 76°23'40" T = 32590.10' L = 235.96' R = 75.00' PC STA = 10+00.00'ICD' Y = 124417.806 X = 214544.888 PT STA = 12+35.96'ICD' Y = 124296.296 X = 214456.938 BK = S54°14'04.4"E AH = N53°58'15.0"W PI STA = 338+26.06'ICD' Y = 143465.689 X = 188100.744 DELTA = 179°44'11" D = 76°23'40" T = 32590.10' L = 235.27' R = 75.00' PC STA = 12+35.96'ICD' Y = 124296.296 X = 214456.938 PT STA = 14+71.24'ICD' Y = 124417.806 X = 214544.888 BK = N53°58'15.0"W AH = S54°14'04.4"E 'ICD' LINE 'NWL' LINE 'NWR' LINE 'N' LINE 'NW' LINE 101 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / // / / / / / / / / / / / / / / /XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GAS VAULT ELEC E E E E E E E E GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGEEEEEE E E E E E E E E E E E E E E E E27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS27" SS27" SS8" S S 8" S S 8" S S 8" S S 8" SS8" SS8" SS8" SS8" SS8" SSBLBLBLBLBL BLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BL XXXXXXXXXXXXXXXXXXXXXXXXXXXX13+00'NEL'14+00' N EL' 15+00'NEL' 16+00'NEL' 17+00'NEL' 18+00'NEL' 19+00'NEL'13+00'NER'14+00' N E R' 15+00'NER' 16+00'NER' 17+00'NER' 18+00'NER' 19+00'NER' 23+94'N'18+00'N'19+00'N' 20+00'N' 21+00'N' 22+00'N' 23+00'N' 19+07'NE'13+00'NE'14+00' N E' 15+00'NE' 16+00'NE' 17+00'NE' 18+00'NE' 19+00'NE' N85° 43' 41"E N85° 43' 41"E N85° 43' 41"E N85° 43' 41"E S86° 08' 26"E P I : 1 3 + 7 0 . 7 7 'N E L ' P I : 1 3 + 8 6 . 3 2 'N E R ' P I : 1 8 + 3 1 . 6 2 ' N 'PI: 19+42.85'N'PI: 13+95.24'NE' PI: 15+10.83'NE' PI: 12+97.97'NE' PI: 12+48.39'NE'PT: 15+06.83'NEL'PT: 15+06.83'NER'PCC: 19+18.83'N'PT: 19+66.65'N'PI: 23+83.64'N'EP: 23+93.58'N'EP: 19+07.17'NE'PT: 15+50.96'NE'PCC: 14+70.58'NE'PC C : 1 3 + 1 5 . 3 2 ' N E ' PC C : 1 2 + 8 0 . 5 6 ' N E ' PCC: 1 2 + 0 3 . 2 9 ' N E ' PCC: 1 2 + 1 5 . 8 6 ' N E ' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\027201_AD.DWG LAYOUT NAME: 03 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152GD03GATEWAY AT PROSPECTFRONTAGE ROADFRONTAGE RD M A T C H L I N E 1 3 + 0 0 ' N E R 'FRONTAGE RDKEY MAP N SCALE, FEET 0 10 20 GEOMETRIC DETAILSPI STA = 18+31.62'N' Y = 124637.310 X = 214669.781 DELTA = 31°53'03" D = 17°47'37" T = 91.98' L = 179.19' R = 322.00' PC STA = 17+39.64'N' Y = 124567.546 X = 214609.837 PT STA = 19+18.83'N' Y = 124664.886 X = 214757.530 BK = N40°40'13.2"E AH = N72°33'16.1"E PI STA = 19+42.85'N' Y = 124672.086 X = 214780.443 DELTA = 13°10'25" D = 27°32'46" T = 24.02' L = 47.82' R = 208.00' PC STA = 19+18.83'N' Y = 124664.886 X = 214757.530 PT STA = 19+66.65'N' Y = 124673.875 X = 214804.394 BK = N72°33'16.1"E AH = N85°43'40.9"E PI STA = 13+86.32'NER' Y = 124634.482 X = 214693.181 DELTA = 51°47'29" D = 19°53'40" T = 139.82' L = 260.33' R = 288.00' PC STA = 12+46.50'NER' Y = 124518.480 X = 214615.124 PT STA = 15+06.83'NER' Y = 124644.897 X = 214832.611 BK = N33°56'12.0"E AH = N85°43'40.9"E PI STA = 13+95.24'NE' Y = 124601.151 X = 214720.379 DELTA = 33°26'32" D = 21°32'23" T = 79.91' L = 155.26' R = 266.00' PC STA = 13+15.32'NE' Y = 124544.161 X = 214664.362 PT STA = 14+70.58'NE' Y = 124617.835 X = 214798.529 BK = N44°30'24.6"E AH = N77°56'56.5"E PI STA = 15+10.83'NE' Y = 124626.238 X = 214837.891 DELTA = 7°46'44" D = 9°40'42" T = 40.25' L = 80.38' R = 592.00' PC STA = 14+70.58'NE' Y = 124617.835 X = 214798.529 PT STA = 15+50.96'NE' Y = 124629.236 X = 214878.029 BK = N77°56'56.5"E AH = N85°43'40.9"E 'NE' LINE 'NER' LINE 'N' LINE PI STA = 13+70.77'NEL' Y = 124644.662 X = 214668.370 DELTA = 57°16'11" D = 19°05'55" T = 163.80' L = 299.86' R = 300.00' PC STA = 12+06.97'NEL' Y = 124500.652 X = 214590.315 PT STA = 15+06.83'NEL' Y = 124656.863 X = 214831.718 BK = N28°27'29.4"E AH = N85°43'40.9"E 'NEL' LINE PI STA = 23+83.64'N' Y = 124704.937 X = 215220.219 DELTA = 008°07'53" BK = N85° 43' 40.88"E AH = S86° 08' 26.38"E 'NE' LINE 'NEL' LINE 'NER' LINE 'N' LINE 102 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /O H U OHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X VAULTELECELECELECELECELECVAULTELECVAULTELECG G G G G G G G G G G G GG G G G GEEEEEEEEEEEEEEEEEEEEEEE G G G G G G G G G GGGGGGGGGGGOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEEEEE8" W8" W8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSE E E E TTTTTTTTEEEEEEEEYDT ST ST ST SXXXXXXXXXXXXXXXXXXXXXXE PROSPECT RDE PROSPECT RDFRONTAGE ROAD 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W8" W8" W8" W8" S S 8" S S 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS12" W1 2 " W 1 2 " W12" W12" W12" W10+00'SL' 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 10+00'SR'10+00'SR' 11+00'SR' 12+00'SR' 13+00'SR' 14+00'SR' 13+03'SM' 14+00'SM' 9+97'SE'10+00'SE'11+00'SE' 12+00'SE' 13+00'SE' 14+00'SE' 11+00'SW' 12+00'SW' 13+00'SW' 14+00'SW' 4895 4900 4905 4910 4895 4900 4905 4910 4895 4900 4905 4910 4895 4900 4905 4910 4905.494905.294905.044905.164905.244905.544905.694905.914906.134906.374906.544906.744907.034907.234907.434907.654907.784908.004908.184904.214904.004903.904903.904904.014904.224904.494904.774905.044905.324905.594905.874906.144906.474906.904907.424908.0410+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+504905.264905.054905.184905.304905.544905.744905.954906.114906.314906.494906.674906.864907.074907.274905.334906.094907.184907.864904.054903.804903.644903.584903.624903.774904.024904.294904.574904.844905.124905.394905.674906.014906.464907.014907.6610+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 -1.00% 1.10%STA 10+40.69'SL'EL 4904.14VPC STA 10+66.50'SL'VPC EL 4903.88VPC STA 13+46.50'SL'VPC EL 4905.63VPI STA 11+30.00'SL'VPI EL 4903.25VPI STA 14+00.00'SL'VPI EL 4906.22VPT STA 11+93.50'SL'VPT EL 4903.95VCL = 127.00 K = 60.46 VCL = 107.00 K = 60.04 -1.00% 1.10%STA 10+40.64'SR'EL 4904.30VPC STA 13+48.00'SR'VPC EL 4906.12VPC STA 10+52.00'SR'VPC EL 4904.19VPI STA 14+03.00'SR'VPI EL 4906.72VPI STA 11+15.00'SR'VPI EL 4903.56VPT STA 11+78.00'SR'VPT EL 4904.25VCL = 110.00 K = 65.23VCL = 126.00 K = 60.00 'SL' LINE 'SR' LINE LOW POINT STA 11+26.97 LOW POINT EL 4903.58 LOW POINT STA 11+12.00 LOW POINT EL 4903.89 Frontage Road Storm Sewers -2.55% -0.80%STA 10+13.03EL 4905.42VPC STA 10+50.00VPC EL 4904.48VPI STA 10+75.00 VPI EL 4903.84 VPT STA 11+00.00VPT EL 4903.64VCL = 50.00 K = 28.57 -2.12% -0.80%STA 10+12.98EL 4905.41VPC STA 10+50.00 VPC EL 4904.63 VPI STA 10+75.00 VPI EL 4904.10 VPT STA 11+00.00VPT EL 4903.90VCL = 50.01 K = 37.884905.114904.484903.954903.644905.164904.634904.184903.90PP01GATEWAY AT PROSPECTFRONTAGE ROADKEY MAP N SCALE, FEET 0 10 20 MATCHLINE STA. 14+50'SR'PLAN VIEW Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 01 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PROFILE VIEW PLAN & PROFILEEXISTING ROW 5' SIDEWALK 5' SIDEWALK TRACT F TRACT G CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 PROPOSED STORM DRAIN PROPOSED STORM DRAIN COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN COORDINATE INTERSECTION GEOMETRICS WITH CITY OF FORT COLLINS PROSPECT ROAD DESIGN FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. CURB & GUTTER-TYPE 1 CONCRETE DRIVEWAY CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE DRIVEWAY 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT PROPOSED ROW PROPOSED ROW EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE TEMPORARY TIE-IN TEMPORARY TIE-IN 10+00.03'SL' 9+99.98'SR' 10+03.66'EXR' 10+07.59'EXL' 10+55.46'SL' = 10+55.46'EXL' 10+56.55'SR' = 10+56.54'EXR' 13+03.06'SM' = 13+03.06'SR' 9+97.49'SE' 103 of 127 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4907.864908.164908.484908.704908.944909.174909.424909.664909.964907.664908.384909.104909.824910.544911.264911.984912.704913.2514+50 15+00 15+50 16+00 16+50 17+00 4908.184908.314908.614908.784908.964909.164909.414909.694909.824908.044908.734909.434910.124910.824911.524912.214912.914913.4514+50 15+00 15+50 16+00 16+50 17+00 2.88% 2.00%VPT STA 14+53.50'SL'VPT EL 4907.76VCL = 107.00 K = 60.04 2.79% 2.00%STA 16+30.00'SR'EL 4913.05STA 16+71.38'SR'EL 4913.88VPT STA 14+58.00'SR'VPT EL 4908.26'SL' LINE 'SR' LINE STA 16+30.00'SL'EL 4912.85STA 16+72.42'SL'EL 4913.70/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XGAS GGGGGGGGE E E E E E E E G G G G G G G G G G G G G G G G G G G EEEEEEEEEEEEEEEEEEEE27 " S S 27 " S S 27 " S S 27 " S S B L FRONTAGE R O A D FRONT A G E R O A D 12+00'NE L ' 12+00'NE R ' FRO N T A G E R O A D11+00'ICD'12+00'ICD'13+00'IC D' 1 4 + 0 0 ' I C D '27" SS12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" WNPNPNPNPNPNPNPNPNPNPNP NPNP15+00'SL' 16+00'SL' 15+00'SR' 16+00'SR' 15+29'SM' 15+00'SM' 1 6 + 0 0 ' N ' 17+00'N'11+00'NE'12+00'NE' 15+00'SE' 16+00'SE' 1 7 + 0 0 ' S E ' 15+00'SW' 16+00'SW'17+00'SW'Profile View of EOP-Island NE_R 4905 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island NE_L 4905 4910 4915 4920 4905 4910 4915 4920 4909.914910.204910.504910.814914.214913.764913.314912.8911+00 11+50 12+00 12+25 -1.80%STA 11+40.73'NER'EL 4914.38VCL = 100.00 K = 111.80 -1.50%STA 11+30.52'NEL'EL 4914.15VPC STA 12+00.00'NEL'VPC EL 4913.11VCL = 100.00 K = 158.99 4911.054910.934911.184911.534913.864913.484913.114912.7511+00 11+50 12+00 12+25 'NEL' LINE 'NER' LINE VPC STA 12+00.00'NER'VPC EL 4913.31Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 02 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP02GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20 MATCHLINE STA. 14+50'SR ' PLAN VIEW PROFILE VIEW MATCHLINE STA. 12+25'NER'FRONTAGE ROADPLAN & PROFILETRACT G TRACT F TRACT D10' SIDEWALK10' SIDEWALK 10' S I D E W A L K 10' SIDEW A L K T R U C K A P RO N MOUNTABLE CURB CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 5' SIDEWAL K 5' SIDEWAL K CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP PROPOSED BIKE RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP PROPOSED BIKE RAMP PROPOSED ROW PROPOSED ROW PROPOSED ROW PROPOSED ROW CONCRETE CURB RAMP 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT9.0' UTILITYEASEMENTEXISTING ROW EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP 20' SANITARYSEWEREASEMENTPROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 16+72.42'SL' 16+71.38'SR' 15+27.36'SL' = 15+28.76'SM' 20+00.00'SER' 20+04.10'SEL' 11+40.73'NER' 11+30.52'NEL' 11+39.78'SWL' 11+33.81'SWR' 15+41.28'NWR' 15+41.57'NWL' 104 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GAS GAS VAU L T ELE C E E E GGGGGGGGGGGGGGGGGGGGGGGGGGGGGEE E E E E E E E E E E E E E E E E E E E E E E E 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BL BL FRONTA GE R OA D12+00'NEL'13+00'NE L' 14+00'NEL' 15+00 ' N E L ' 16+00 ' N E L ' 17+0 0 ' N E L '12+00'NER'13+00'N E R' 14+00'NER' 15+00' N E R ' 16+0 0 ' N E R ' 17+00 ' N E R ' FRON T A G E R O A D FRO N T A G E R O A D 12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W8" W17+00'N'18+00'N' 19+00'N' 20+0 0 ' N ' 21+00 ' N ' 22+0 0 ' N '12+00'NE'13+00'N E' 14+00'NE' 15+00' N E ' 16+0 0 ' N E ' 17+00 ' N E ' 4905 4910 4915 4920 4905 4910 4915 4920 4905 4910 4915 4920 4905 4910 4915 4920 4910.814911.154911.434911.674911.834912.074912.214912.384912.504912.584912.584912.574912.564912.654912.614912.724912.874912.964913.054913.144912.894912.524912.214911.964911.734911.504911.314911.174911.114911.104911.164911.284911.424911.554911.694911.824911.964912.094912.224912.3612+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 -0.91%0.54%VPC STA 13+51.00'NER'VPC EL 4911.49VPI STA 14+21.00'NER'VPI EL 4910.86VPI STA 12+50.00'NER'VPI EL 4912.41VPT STA 14+91.00'NER'VPT EL 4911.24VPT STA 13+00.00'NER'VPT EL 4911.96VCL = 140.00 K = 97.04 VCL = 100.00 K = 111.804911.534911.804911.954912.124912.234912.384912.544912.594912.714912.804912.814912.774912.784912.794912.804912.814912.914913.004913.084913.154912.754912.444912.164911.924911.704911.514911.374911.294911.284911.334911.444911.574911.704911.834911.964912.094912.224912.354912.484912.6112+25 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 -0.87% 0.52%VPC STA 13+30.00'NEL'VPC EL 4911.66VPI STA 12+50.00'NEL'VPI EL 4912.36VPI STA 14+00.00'NEL' VPI EL 4911.05 VPT STA 13+00.00'NEL'VPT EL 4911.92VPT STA 14+70.00'NEL'VPT EL 4911.42VCL = 100.00 K = 158.99 VCL = 140.00 K = 100.54 'NEL' LINE 'NER' LINE LOW POINT STA 14+17.57LOW POINT EL 4911.28LOW POINT STA 14+38.88LOW POINT EL 4911.10Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 03 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP03GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20MA T C H L I N E S T A . 1 2 + 2 5 ' N E R ' PLAN VIEW PROFILE VIEW MATCHLINE STA. 17+00'NER'FRONTAGE ROADPLAN & PROFILE9.0' UTILITY EASEMENT CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 25' SI D E W A L K 5' SIDEWA L K TRACT G TRACT D PROPOSED STORM DRAIN PROPOSED ROW EXISTING ROW 54'78'FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV.60' CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP PROPOSED BIKE RAMP PROPOSED BIKE RAMP CONCRETE CURB RAMP CONCRETE DRIVEWAY PROPOSED ROW EXISTING ROW PROPOSED ROW PROPOSED ROW 9.0' U T I L I T Y EASE M E N T 9.0' U T I L I T Y EASE M E N T PROPOSED ROW EXISTING ROW 9.0' UTILI T Y EASEME N T PROPOSED ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP 20' SANITARYSEWEREASEMENTPROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 105 of 127 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /WWWWWWWWWWX X X X X X GAS VAULT ELEC E E E E E E E E GGGGGGGG8" S S 8" SS BL BL BL BLBL XXXXXXXXXXXXXXXXXXXXXXXXXXXX17+00'NEL'18+00'NEL'19+00'NEL' 17+00'NER'18+00'NER'19+00'NER' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12Ŝ W 12" W 12" W 22+00'N'23+00'N' 23+94'N' 17+00'NE'18+00'NE'19+00'NE'19+07'NE' Profile View of EOP-Island NE_R V Scale : 4 H Scale : 20 Exaggeration : 54905 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island NE_L V Scale : 4 H Scale : 20 Exaggeration : 54905 4910 4915 4920 4905 4910 4915 4920 4913.144913.234913.354913.394913.494913.594913.564913.594913.644913.714913.884914.094912.364912.494912.634912.764912.904913.074913.254913.434913.6017+00 17+50 18+00 18+50 19+00 19+50 20+00 0.71%STA 18+00.00'NER'EL 4912.90STA 19+07.68'NER'EL 4913.664913.154913.224913.294913.404913.514913.614913.644913.654913.664913.714913.784913.914912.614912.744912.884913.014913.144913.274913.404913.534913.6617+00 17+50 18+00 18+50 19+00 19+50 20+00STA 19+07.68'NEL'EL 4913.70'NEL' LINE 'NER' LINE Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 04 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP04GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20MATCHLINE STA. 17+00'NER'PLAN VIEW PROFILE VIEW FRONTAGE ROADPLAN & PROFILE54'78'CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 5' SIDEWALK 5' SIDEWALK 9' UTILITY EASEMENT TRACT G TRACT D FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. 9' UTILITY EASEMENT WETLANDS EXISTING ROW EXISTING ROW PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 23+93.58'N' 19+83.89'NEL' 19+07.17'NE' 19+83.89'NER' 106 of 127 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4902.104904.644904.654904.494903.924903.334912.544912.814912.954913.064913.184913.3114+00 14+50 15+00 15+50 15+75 0.50% 1.15%0.46%STA 14+08.80'NWR'EL 4912.62STA 15+41.28'NWR'EL 4913.39STA 14+28.80'NWR'EL 4912.85STA 15+00.00'NWR'EL 4913.184902.104904.644904.664904.504903.984903.484912.814912.954913.064913.184913.4214+00 14+50 15+00 15+50 15+75 0.95% 1.15%0.46%STA 14+08.80'NWL'EL 4912.62STA 15+41.57'NWL'EL 4913.58STA 14+28.80'NWL'EL 4912.85STA 15+00.00'NWL'EL 4913.18'NWL' LINE 'NWR' LINE / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXGASGGEEGGGGEEEE E27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL15+00'NWL' 13+00'NWR' 14+00'NWR'15+00'NWR ' STREET E 11+00'SWL'11+00'SWR'11+00' ICD '12+00'ICD'13+00'ICD'14+00'ICD'27" SS 27" SS 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W12" W12" W12" W12" WNP NP NP NPNPNPNPNPNPNP NP NP NP NP NP NP N P N P N P NP NP NP NP NP NP NP NP SD SD SD SD SD SD SD SD15+00'N'16+00'N'15+00 ' N W '16+00'NW'17+00'SW'14+08.80, 0.00' ??? Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 05 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP05GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW STREET E (CONTINUATION)PLAN & PROFILETRACT D TRACT FBOX ELDER CREEKBOX ELDER CREEK9.0' UTILITY EASEMENT 9.0' UTILITY EASEMENT TRACT E 5' SIDEWALK 5' SIDEWALK PROPOSED ROW PROPOSED ROW 42'66'FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. CONCRETE CURB RAMP PROPOSED BIKE RAMP PROPOSED BIKE RAMP CONCRETE CURB RAMP CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 9.0' UTILITYEASEMENT9.0' UTILITYEASEMENTPROPOSED ROW EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP 20' SANIT A R Y SEWER EASEME N T PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE PROPOSED STORM DRAIN EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE TOP OF BANK BOX ELDER CREEK 100-FT BOX ELDER CREEK BUFFER ZONE 14+08.80'NW' 14+08.80'N' 14+48.81'NWL' = 14+48.81'NWR' 15+41.57'NWL' 15+41.28'NWR' 16+72.42'SL' 11+33.81'SWR' 11+39.78'SWL' 11+30.52'NEL' 11+40.73'NER' TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE 107 of 127 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4900 4905 4910 4915 4904.134904.294904.864905.294906.154907.554910.744911.214911.684912.164912.634913.109+50 10+00 10+50 11+00 11+50 11+75 1.90% 1.89%STA 10+00.00'SWR'EL 4910.74STA 10+43.55'SWR'EL 4911.56STA 11+33.81'SWR'EL 4913.274904.134904.294904.864905.144905.574906.344910.744911.214911.674912.074912.484912.889+50 10+00 10+50 11+00 11+50 11+75 1.90% 1.62%STA 10+00.00'SWL'EL 4910.74STA 10+43.55'SWL'EL 4911.56STA 11+39.78'SWL'EL 4913.12'SWL' LINE 'SWR' LINE / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXGAS GGGEEGGGGGGGGGEEEEEEEEE27" SS27" SS27" SS27" SS BLBL10+00'SWL'11+00'SWL' 10+00'SWR' 11+00'SWR' 21+25'SEL' 21+00'S E L ' 21+88'SER' 21+00'S E R 'COMMERCIAL ROADCOMM E R C I A L R O A D11+00'ICD'12+00'ICD'13+00'ICD'14+00'ICD'12" W12" W12" W12" W12" W 12" W 12" W12" W12" W12" W12" W12" WN P N P N P N P N P NPNP NP NP NP NP NP NP NP NP NP 9+88'NE'10+00'NE'11+00'NE'16+00'NW'17+00'NW'17+38'NW' 17+00' S E' 18+00'SE' 18+45'SE'17+00'SW'18+00'SW'18+36'SW' 4905 4910 4915 4920 4905 4910 4915 4920 Profile View of EOP-Island SE_L 4905 4910 4915 4920 4905 4910 4915 4920 4907.644908.034907.964907.824907.354906.884906.414905.944914.374914.004913.624913.254912.874912.5019+50 20+00 20+50 21+00 21+50 22+00 -1.50% -1.50%STA 20+00.00'SER'EL 4914.37STA 20+83.34'SER'EL 4913.12STA 21+25.00'SER'EL 4912.504907.584908.004907.824907.354906.884914.194913.734913.274912.874912.5019+50 20+00 20+50 21+00 21+50 -1.83% -1.50%STA 20+04.10'SEL'EL 4914.57STA 20+83.34'SEL'EL 4913.12STA 21+25.00'SEL'EL 4912.50'SEL' LINE 'SER' LINE Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 06 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP06GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW ROUNDABOUT MEDIANPLAN & PROFILE10' SIDEWALK10' SIDEWALK10' SI D E W A L K T R U C K A P RO N MOUNTABLE CURB CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 10' SID E W AL K CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 18" SPILL CURB CURB & GUTTER-TYPE 2 PROPOSED ROW PROPOSED ROW PROPOSED ROW PROPOSED ROW TRACT F TRACT G TRACT G FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. FUTURE ELEV.EXISTING ELEV. CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP MOUNTABLE CURB9.0' UTILITYEASEMENT9.0' UTILI T Y EASEME N T 9.0' UTILITYEASEMENT9. 0 ' U T I L I T Y E A S E M E N T EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP 20' S A N I T A R Y SE W E R EA S E M E N T PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 15+41.28'NWR' 11+40.73'NER' 20+04.10'SEL' 20+00.00'SER' 11+39.78'SWL' 11+33.81'SWR' 16+72.42'SL' 16+71.38'SR' 20+83.34'SEL' = 20+83.34'SER' 9+87.76'NE' 18+45.37'SE' 21+87.64'SER' 10+50.26'SWL' = 10+50.26'SWR' 18+36.15'SW' 17+38.14'NW' 10+00.00'SWR' 108 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4910.664909.564908.824908.034907.984907.944907.764908.054910.384909.144908.034906.954907.724906.024905.094904.874906.404909.564911.324914.694914.894915.054915.044914.884914.714914.544914.374914.194914.024913.854913.684913.534913.544913.724913.924914.124914.324914.529+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 'ICD' LINE 0.80% -0.68%0.80%STA 10+00.00'ICD'EL 4914.69VPC STA 10+34.00'ICD'VPC EL 4914.96VPI STA 10+59.00'ICD'VPI EL 4915.16VPT STA 10+84.00'ICD'VPT EL 4914.99VCL = 50.00 K = 33.69 VPC STA 12+88.00'ICD'VPC EL 4913.59VPI STA 13+13.00'ICD'VPI EL 4913.42VPT STA 13+38.00'ICD'VPT EL 4913.62VCL = 50.00 K = 33.69 0.80% -0.68%0.80%STA 10+00.00'ICD'EL 4914.69VPC STA 10+34.00'ICD'VPC EL 4914.96VPI STA 10+59.00'ICD'VPI EL 4915.16VPT STA 10+84.00'ICD'VPT EL 4914.99VCL = 50.00 K = 33.69 VPC STA 12+88.00'ICD'VPC EL 4913.59VPI STA 13+13.00'ICD'VPI EL 4913.42VPT STA 13+38.00'ICD'VPT EL 4913.62VCL = 50.00 K = 33.69/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXX X X X X XXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXGAS GGGGGEEEEEGGGGGGGEEEEEEE27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BLBL BLBL BLFRONTAGE ROAD12+00'NER'15 + 0 0 ' N W L ' 1 5 + 0 0 ' NW R '11+00'SWL' 11+00'SW R' 21+25'SEL' 21+00'SEL' 21+88'SER' 21+00'SER'COMMERCIAL ROADCOMMER C I A L R O A D11+00'ICD'12+00'ICD'13+00'ICD'14+00'IC D'12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WNPN P N P N P N P N P N P N P NP NP NP NP NP NP NP NP NP NP 15+ 0 0 ' N ' 16+00'N' 9+88'NE'10+00'NE'11+00'NE'12+00'NE'15+00'NW '16+00'NW'17+00'NW'17+00'SE' 18+00'SE' 18+45'SE'17+00'SW'18+00'SW'Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050201_PP.DWG LAYOUT NAME: 07 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP07GATEWAY AT PROSPECTKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW ROUNDABOUT MEDIANPLAN & PROFILE10' SIDEWALK10' SIDEWALK10' SI D E W A L K T R U C K A P RO N MOUNTABLE CURB CURB & GUTTER-TYPE 2CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 10' SID E W A L K CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 10' SIDEWALK CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 PROPOSED ROW PROPOSED ROW PROPOSED ROW TRACT F TRACT G FUTURE ELEV.EXISTING ELEV. CURB & GUTTER-TYPE 1 MOUNTABLE CURB CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP 9.0' UTILITYEASEMENT9.0' UTILITYEASEMENT9.0' U T I L I T Y EA S E M E N T 9.0' UTILITY EASEMENT EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP 2 0 . 0 0 0 0 ' SAN I TARYSEWEREASEM EN T PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 15+41.28'NWR' 11+40.73'NER' 20+04.10'SEL' 20+00.00'SER' 11+39.78'SWL' 11+33.81'SWR' 16+72.42'SL' 16+71.38'SR' 15+41.57'NWL' 11+40.73'NEL' 20+83.34'SEL' = 20+83.34'SER'9+87.76'NE' 18+45.37'SE' 21+87.64'SER'10+50.26'SWL' = 10+50.26'SWR' 109 of 127 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 4904.024903.924903.804903.674903.794903.844903.864903.894903.944904.184904.484904.734904.874905.064905.324905.724906.154906.524906.484906.324906.194904.634904.284903.934903.594903.404903.464903.644903.824904.054904.274904.494904.754905.024905.304905.584905.924906.384907.014907.644908.334909.029 10 10+25 10 10+75 11 11+25 11 11+75 12 12+25 12 12+75 13 13+25 13 13+75 14 14+25 14 14+75 15 2.78% -1.38% 1.10% 1.39% 0.90%0.90%1.01% 2.44%2.59% 1.81% 2.75% 0.72%VPI STA 9+97.49'SE'EL 4904.66VPI STA 11+75.00'SE'EL 4903.82VPI STA 12+00.00'SE'EL 4904.05VPI STA 12+50.00'SE'EL 4904.49VPI STA 12+75.00'SE'EL 4904.75VPI STA 13+50.00'SE'EL 4905.58VPI STA 13+75.00'SE'EL 4905.92VPI STA 14+04.51'SE'EL 4906.46VPI STA 14+22.00'SE'EL 4906.94VPI STA 14+40.00'SE'EL 4907.38VPI STA 14+50.00'SE'EL 4907.64VPI STA 14+82.00'SE'EL 4908.53VPC STA 10+73.00'SE'VPC EL 4903.62VPI STA 10+98.00'SE'VPI EL 4903.27VPT STA 11+23.00'SE'VPT EL 4903.45VCL = 50.00 K = 23.84 LOW POINT STA 11+05.93LOW POINT EL 4903.394900 4905 4910 4915 4900 4905 4910 4915 4905.254905.044905.134904.639 9+75 10 10+25 10 10+75 11 11+25 11 -1.39% -2.00%VPI STA 10+03.66'EXR'EL 4905.42VPI STA 10+25.00'EXR'EL 4905.13VPI STA 10+56.55'EXR'EL 4904.50PROPOSED INLET / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSOHEOHEOHEOHEOHEOHEOHEOHEOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXX ELECELECVAULTELECVAULTELECG G G G G G G G G G G G GG G G G G G G EEEEEEEEEEEEEEEEEEEEEEEEG G G G G G GGGGGGGOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEEEEE8" W8" W8" W8" W8" W8" W8" W8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSE E EET ST SXXXXXXXXXXXXXXXXXXXXXX 9+97'SE'10+00'SE'11+00'SE' 12+00'SE' 13+00'SE' 14+00'SE' 15+00'SE' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W8" W8" W8" W8" SS8" SS8" SS8" SS8" SS8" SS8" SS 8" SS 8" SS12" W12" W12" W10+00'SR'10+00'SR' 11+00'SR' 12+00'SR' 13+00'SR' 14+00'SR' 15+00'SR' 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 15+00'SL' 13+03'SM' 14+00'SM' 15+00'SM'10+25'EXR'10+50'EXR' 10+ 2 5 ' E X L ' 10+50'EXL' 12+00'SW' 13+00'SW' 14+00'SW' 15+00'SW' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 08 - SE (1) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP08GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV.MATCHLINE 15+00'SE'EXISTING ROW TRACT G CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 PROPOSED STORM DRAIN PROPOSED STORM DRAIN CONCRETE DRIVEWAYCONCRETE CURB RAMP CONCRETE CURB RAMP 9.0' UTILITY EASEMENT PROPOSED ROW 5' SIDEWALK 'SE' LINEPROSPECT ROADFRONTAGE ROAD FRONTAGE ROAD PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE 'EXR' LINE PROPOSED PROFILE EXISTING PROFILE TEMPORARY TIE TO EXISTING PROSPECT ROAD TEMPORARY RADIUS RETURN PROFILE 10+00.03'SL' 9+99.98'SR' 10+03.66'EXR' 10+07.59'EXL' 10+55.46'SL' = 10+55.46'EXL' 10+56.55'SR' = 10+56.54'EXR' 13+03.06'SM' = 13+03.06'SR' CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE DRIVEWAY 5' SIDEWALK 5' SIDEWALK 5' SIDEWALK CURB & GUTTER-TYPE 2 9+97.49'SE' 110 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4906.194906.394906.594907.614908.384907.904907.254907.464907.724907.894907.884907.824907.764907.394909.024909.704910.434911.254912.064912.814913.364913.784914.084914.084913.774913.394913.0115 15+25 15 15+75 16 16+25 16 16+75 17 17+25 17 17+75 18 18+25 18 18+75 19 1.99% 1.48% -1.28%3.00% -1.55%-1.55% 3.26% 2.73% 2.93%VPI STA 15+25.00'SE'EL 4909.70VPI STA 15+50.00'SE'EL 4910.43VPI STA 16+00.00'SE'EL 4912.06VPI STA 16+30.00'SE'EL 4912.96VPI STA 16+60.00'SE'EL 4913.56VPI STA 17+75.00'SE'EL 4913.39VPI STA 18+16.23'SE'EL 4912.78VPC STA 16+83.00'SE'VPC EL 4913.90VPI STA 17+13.00'SE'VPI EL 4914.35VPT STA 17+43.00'SE'VPT EL 4913.88VCL = 60.00 K = 19.80 VPC STA 17+90.50'SE'VPC EL 4913.15VPI STA 18+03.00'SE'VPI EL 4912.95VPT STA 18+15.50'SE'VPT EL 4912.79VCL = 25.00 K = 93.09 HIGH POINT STA 17+12.39HIGH POINT EL 4914.12/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XGAS VAULTELECGGGGGE E E E G G GG G G G G G G G G G G G G G G G G G G G G G EEEEEEEEEEEEEEEEEEEEEEE11+00'ICD'12+00'ICD'14+00'SE' 15+00'SE' 16+00'SE' 17 + 0 0 ' S E '18+00'SE ' 18+45'SE'10+00'NE'11+00'NE'12+00'NE' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W8" W8" W8" WNPNPNPNPNPNPNPNPNPNP14+00'SR' 15+00'SR' 16+00'S R' 16+71'SR' 16+72'SL' 14+00'SL' 15+00'SL' 16+00'SL' 11+31'NEL' 11+41'NER'12+00'NER' 20+04'SEL'21+00'SEL'21+25'SEL' 20+00'SER'21+00'SER'15+29'SM' 14+00'S M' 15+00'SM' 14+00'SW' 15+00'SW' 16+00'SW' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 09 - SE (2) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP09GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ROW 5' S IDEWALK PROPOSED ELEV.EXISTING ELEV.MATCHLINE 15+00 'SE ' FRONTA G E R O A D COMMERCIAL ROADCONCRETE CURB RAMP CONCRETE CURB RAMP CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 9.0' UTILI T Y EASEME N T 1 0 ' S ID EW A L K CONCRETE CURB RAMP CONCRETE CURB RAMP CURB & GUTTER-TYPE 1 PROPOSED BIKE RAMP EXISTING ROW TRACT G CURB & GUTTER-TYPE 2 TRACT G T R U C K A P RO N MOUNTABLE CURB FRONTAGE R O A D 5' SIDEW A L K 10' SIDEW A L K 'SE' LINE PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE 15+27.36'SL' = 15+28.76'SM' 16+72.42'SL' 16+71.38'SR' 20+00.00'SER'20+04.10'SEL' 20+83.34'SEL' = 20+83.34'SER' 9+87.76'NE'18+45.37'SE' 11+40.73'NER' 11+30.52'NEL' CONCRETE CURB RAMP 5' SIDEWALK10' SIDE W A L K CONCRETE CURB RAMP9.0' UTILITY EASEMENT CURB & GUTTER-TYPE 2 CONCRETE CURB RAMPCURB & GUTTER-TYPE 1 PROPOSED BIKE RAMP 5' SIDEW A L K 10' SIDE W A L K PROPOSED ROW CURB & GUTTER-TYPE 2 111 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 1.93%-2.00% -1.78% -1.31% -1.01% VCL = 133.00 K = 79.24 4906.914907.144907.614907.994908.184908.214908.194908.494908.974909.434909.754910.034910.284910.584910.834910.774911.014911.114913.264913.744914.224914.504914.374913.904913.404912.904912.454912.014911.684911.434911.184910.944910.779 10 10+25 10 10+75 11 11+25 11 11+75 12 12+25 12 12+75 13 13+25 13 13+75 14VPC STA 11+00.00'NE'VPC EL 4914.22VPI STA 11+30.00'NE'VPI EL 4914.80VPT STA 11+60.00'NE'VPT EL 4914.20VPI STA 10+29.25'NE'EL 4912.86VPI STA 12+25.00'NE'EL 4912.90VPI STA 12+75.00'NE'EL 4912.01VPI STA 13+00.00'NE'EL 4911.68VPC STA 13+62.50'NE'VPC EL 4911.05VCL = 60.00 K = 15.27HIGH POINT STA 11+29.45HIGH POINT EL 4914.51/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXX X XX X XX XXXXXXX XX X X X X X X X X X X X X X X X X XXXXXXXXXX/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXGASGGGGGGGGGGGGGE E E E E E E E E EEEEG G G G G G G G G G G EEEEEEEEEEE2 7 " SS 2 7 " S S 2 7 " SS 2 7 " SS 2 7 " S S 2 7 " SS 2 7 " SS 27" SS27" SS27" SS27" SS B L B L BLBLB L B L B L B L B LBL B L B L B L11+00'ICD'1 7 + 0 0 ' S E '18+00'SE'18+45'SE'10+00'NE'11+00'NE'12+00' N E ' 13 + 0 0 ' N E ' 14 + 0 0 'N E ' 17+0 0 ' N ' 1 8 + 0 0 ' N '19+00'N ' 12" W 1 2 " W 1 2 " W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12 " W 12 " W 1 2 " W 1 2 " W 1 2 " W 1 2 " W12" WNPNPNPNPNPNPNPNPNPNPNPNP11+31'NEL' 12+ 0 0 ' N E L ' 1 3 + 0 0 ' N E L '14+00'NE L ' 11+41'NER' 12+ 0 0 ' N E R ' 13 + 0 0 ' N E R '14+00'NER ' 20+04'SEL'21+00'SEL'21+25'SEL' 20+00'SER'21+00'SER'Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 10 - NE (1) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP10GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEWCOMMERCIAL ROADFRONTAGE ROAD TRACT G TRACT D 9' UTILITY EASEMENT PROPOSED ROW 10' S I D E W A L K CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 PROPOSED ELEV.EXISTING ELEV. CONCRETE CURB RAMP PROPOSED BIKE RAMP CONCRETE CURB RAMP CONCRETE CURB RAMP MATCH LI N E 1 4 + 0 0' N E' TRACT G CONCRETE CURB RAMP TRUCK APR O N MOUNTABLE CURB 5' S I D E W A L K10' SIDEWALK 5' SIDEWALKFR O N T A G E R O A D 'NE' LINE 9 ' U T I L I TYEASEMENT EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 20+00.00'SER' 20+04.10'SEL' 18+45.37'SE' 20+83.34'SEL' = 20+83.34'SER' 9+87.76'NE' 11+30.52'NEL' 11+40.73'NER'5' SIDEWALK10' S IDEWALK9' UT IL ITYEASEMENT CONCRETE CURB RAMP CURB & GUTTER-TYPE 2 PROPOSED ROW PROPOSED BIKE RAMP 5' S I D E W A L K 10' S I D E W A L K EXISTING ROW PROPOSED ROW9' UTILITYE A S E M E N T 9' U T I L I T Y E A S EM E N T CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP 112 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 0.67% 0.54% 0.71% 1.19%VPI STA 15+25.00'NE'EL 4911.03VPI STA 18+00.00'NE'EL 4912.52VPI STA 18+25.00'NE'EL 4912.69VPI STA 19+07.00'NE'EL 4913.67VPT STA 14+95.50'NE'VPT EL 4910.83VCL = 133.00 K = 79.24 4911.114911.234911.264911.284911.364911.314911.364911.434911.784911.834911.894912.204912.514912.974913.154913.224913.304913.374913.464913.544913.634910.774910.674910.664910.724910.864911.034911.174911.304911.444911.574911.714911.844911.984912.114912.254912.384912.524912.694912.994913.294913.5814 14+25 14 14+75 15 15+25 15 15+75 16 16+25 16 16+75 17 17+25 17 17+75 18 18+25 18 18+75 19 19VPI STA 14+29.00'NE'VPI EL 4910.38LOW POINT STA 14+42.16LOW POINT EL 4910.65PROPOSED INLET / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X GAS VAULT ELEC E E E E E E E E GGGGGGGGGGGGGGGGGGGGGGGGGE E E E E E E E E E E E E E E E 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS XXXXXXXXXXXXXXXXXXXXXXXXXXXX19+07'NE' 14+00'N E' 15+00'NE' 16+00'NE'17+00'NE'18+00'NE'19+00'NE' 19+00'N' 20+00'N'21+00'N'22+00'N'23+00'N' 23+94'N'12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W14+00'N E L' 15+00'NEL'16+00'NEL'17+00'NEL'18+00'NEL'19+00'NEL' 14+00'N E R' 15+00'NER'16+00'NER'17+00'NER'18+00'NER'19+00'NER' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 11 - NE (2) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP11GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW TRACT D PROPOSED ELEV.EXISTING ELEV. CONCRETE DRIVEWAY CONCRETE CURB RAMPMATCHLINE 14+00 'NE ' CONCRETE CURB RAMP PROPOSED STORM DRAIN FRONTAGE ROAD FRONTA G E R O A D 5' SIDEW A L K 5' SIDEWALK CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 TRACT G 'NE' LINE 9' UTILITY EASEMENT 9' UTILIT Y EASEME N T EXISTING ROW EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 19+07.17'NE' 23+93.58'N' EXISTING ROW 9' UTILITY EASEMENT 5' SIDEWALK CURB & GUTTER-TYPE 2 5' SIDEW A L K PROPOSED ROW 9' UTILITY EASEMENT 113 of 127 4895 4900 4905 4910 4915 4895 4900 4905 4910 4915 4903.374903.444903.644903.914903.614903.444904.004904.304904.724904.854904.964905.114905.324905.494905.674905.674905.804906.254906.494906.774907.054903.094903.294903.404903.274903.024902.924903.014903.154903.404903.684903.964904.264904.584904.904905.224905.594906.064906.614907.254907.964908.6710 10+25 10 10+75 11 11+25 11 11+75 12 12+25 12 12+75 13 13+25 13 13+75 14 14+25 14 14+75 15 2.81% -1.01%0.92%0.55%0.60% 1.18% 2.86% 0.99%1.10% 1.29%1.25%VPI STA 11+50.00'SW'EL 4903.01VPI STA 11+75.00'SW'EL 4903.15VPI STA 12+00.00'SW'EL 4903.40VPI STA 12+39.00'SW'EL 4903.83VPI STA 12+75.00'SW'EL 4904.26VPI STA 13+25.00'SW'EL 4904.90VPI STA 14+65.00'SW'EL 4907.67VPC STA 10+25.00'SW'VPC EL 4903.29VPI STA 10+50.00'SW'VPI EL 4903.52VPT STA 10+75.00'SW'VPT EL 4903.27VCL = 50.00 K = 25.86 VPC STA 10+93.00'SW'VPC EL 4903.08VPC STA 13+45.00'SW'VPC EL 4905.16VPI STA 11+18.00'SW'VPI EL 4902.83VPI STA 14+00.00'SW'VPI EL 4905.84VPT STA 11+43.00'SW'VPT EL 4902.97VPT STA 14+55.00'SW'VPT EL 4907.39VCL = 110.00 K = 70.80 VCL = 50.00 K = 31.97 HIGH POINT STA 10+48.79HIGH POINT EL 4903.40LOW POINT STA 11+25.41LOW POINT EL 4902.924900 4905 4910 4915 4900 4905 4910 4915 4905.074904.474905.074904.479 9+75 10 10+25 10 10+75 11 11+25 11 -1.46% -2.40%VPI STA 10+07.59'EXL'EL 4905.33VPI STA 10+25.00'EXL'EL 4905.07VPI STA 10+55.46'EXL'EL 4904.34PROPOSED INLET / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /OHUOHUO H U O H U OHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / /SSWWOHE/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X ELECELECVAULTELECVAULTELECG G G G G G G GEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHU OHUEEEEEEEEEEE8" W8" WSSSSSSSSSSSSSSSSSSSSSS12" W12" WE EEHYD T ST SH2OXXXXXXXXXXXXXXXXXXXXXX 11+00'SE' 12+00'SE' 13+00'SE' 14+00'SE' 15+00'SE' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 8" W8" W8" W8" W8" SS8" SS8" S S 8" S S 8" SS8" SS8" SS8" SS8" SS8" SS12" W1 2 " W 1 2 " W12" W12" W12" W10+00'SR' 11+00'SR' 12+00'SR' 13+00'SR' 14+00'SR' 15+00'SR' 11+00'SL' 12+00'SL' 13+00'SL' 14+00'SL' 15+00'SL' 13+03'SM' 14+00'SM' 15+00'SM'10+25'EXR'10+50'EXR' 10+ 2 5 ' E X L ' 10+50'EXL' 10+04'SW' 11+00'SW' 12+00'SW' 13+00'SW' 14+00'SW' 15+00'SW' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 12 - SW (1) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP12GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV.MATCHLINE 15+00'SW''SW' LINE 5' SIDEWALK TRACT F CURB & GUTTER-TYPE 2 PROPOSED STORM DRAIN CONCRETE CURB RAMP CONCRETE CURB RAMP CONCRETE DRIVEWAY9.0' UTILITY EASEMENT PROPOSED ROW CURB & GUTTER-TYPE 1 5' SIDEWALK PROSPECT ROADFRONTAGE ROAD FRONTAGE ROAD PROPOSED STORM DRAIN EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE 'EXL' LINE PROPOSED PROFILE EXISTING PROFILE TEMPORARY RADIUS RETURN PROFILE TEMPORARY TIE TO EXISTING PROSPECT ROAD 10+03.60'SW' 10+03.66'EXR' 10+07.59'EXL' 10+55.46'SL' = 10+55.46'EXL' 13+03.06'SM' = 13+03.06'SR' 9.0' UTILITY EASEMENT 5' SIDEWALK CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP 5' SIDEWALK CONCRETE CURB RAMP CONCRETE DRIVEWAY CURB & GUTTER-TYPE 2 PROPOSED ROW EXISTING ROW FUTURE WORK BY OTHERS FUTURE WORK BY OTHERS 114 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4907.054907.224907.484907.954908.374908.574908.324907.804907.544906.734907.034906.054905.204904.654908.674909.394910.124910.864911.614912.354912.934913.334913.344912.954912.454911.834911.1715 15+25 15 15+75 16 16+25 16 16+75 17 17+25 17 17+75 18 18+25 18 2.98% -2.00% -2.62% 2.00% 2.94%VPI STA 15+25.00'SW'EL 4909.39VPI STA 15+75.00'SW'EL 4910.86VPI STA 16+33.00'SW'EL 4912.59VPI STA 17+55.00'SW'EL 4912.35VPI STA 18+00.00'SW'EL 4911.17VPC STA 16+58.00'SW'VPC EL 4913.09VPI STA 16+88.00'SW'VPI EL 4913.69VPT STA 17+18.00'SW'VPT EL 4913.09VCL = 60.00 K = 15.00HIGH POINT STA 16+88.00HIGH POINT EL 4913.39/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX XXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XVAULTELECGGGGGGGGGGGGGGG EEEEEEEEEEEEEEEEEE2 7 " SS 2 7 " S S 2 7 " SS B L 12+00'ICD'13+00'ICD'14+00' ICD ' 14+00'SE' 15+00'SE' 16+00'SE'15+00'N'16+00'N '15+00'NW'16+00'NW'17+00'NW'12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W8" W8" W8" W8" WNPNPNPNPNPNPNPNP14+00'SR' 15+00'SR' 16+00'SR' 16+71'SR' 16+72'SL' 14+00'SL' 15+00'SL' 16+00'SL' 11+31'NEL'15+00'NWL'15+42'NWL'15+00'NWR'15+41'NWR' 10+00'SWL' 1 1 + 0 0 ' SW L ' 11+40'SWL' 10+00'SWR'11+00'SWR ' 11+34'SWR' 15+29'SM' 14+00'SM' 15+00'SM' 14+00'SW' 15+00'SW' 16+00'SW'17+00'SW'18+00'SW'Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 13 - SW (2) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP13GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV.MATCHLINE 15+00'SW'CONCRETE CURB RAMP TRACT F 'SW' LINE PROPOSED BIKE RAMP 9.0' UTILITYEASEMENT TRACT F 5' SIDEWALK 10' SIDEWALK CONCRETE CURB RAMP CONCRETE CURB RAMP TRUCK APRONMOUNTABLE CURB CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 PROPOSED ROW CONCRETE CURB RAMP CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 FRONTAGE ROAD CO M M E R C I A L R O A D STREET E EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 15+27.66'SL' = 15+28.76'SM' 11+39.78'SWL' 18+36.15'SW' 10+00.00'SWR' 10+50.26'SWL' = 10+50.26'SWR' 11+33.81'SWR' 16+72.42'SL' 16+71.38'SR' 15+41.28'NWR' 15+41.57'NWL' CONCRETE CURB RAMP CONCRETE CURB RAMP 9.0' UTIL I T Y EASEM E N T PROPOSED ROW CONCRETE CURB RAMP CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 10' SIDEWALK10' SIDE W A L K CURB & GUTTER-TYPE 1 PROPOSED BIKE RAMP CURB & GUTTER-TYPE 2 5' SIDEWALK 10' SIDEWALK CONCRETE CURB RAMP 9.0' UTILITY EASEMENT 9.0' UTILITYEASEMENT115 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4902.214903.464904.294904.364903.774903.184903.344904.554904.964904.874904.324904.304903.964912.474912.634912.784912.904913.034913.094912.984912.704912.334911.954911.6014 14+25 14 14+75 15 15+25 15 15+75 16 16+25 16 16+75 17 0.50% 1.15%0.58%-1.50% -1.41%VPI STA 14+08.80'NW'EL 4912.28VPI STA 14+28.80'NW'EL 4912.51VPI STA 14+75.00'NW'EL 4912.78VPI STA 16+50.00'NW'EL 4911.95VPI STA 16+94.59'NW'EL 4911.32VPC STA 15+27.50'NW'VPC EL 4913.04VPI STA 15+65.00'NW'VPI EL 4913.23VPT STA 16+02.50'NW'VPT EL 4912.67VCL = 75.00 K = 37.47 0.50% 1.15%0.58%-1.50% -1.41%VPI STA 14+08.80'NW'EL 4912.28VPI STA 14+28.80'NW'EL 4912.51VPI STA 14+75.00'NW'EL 4912.78VPI STA 16+50.00'NW'EL 4911.95VPI STA 16+94.59'NW'EL 4911.32VPC STA 15+27.50'NW'VPC EL 4913.04VPI STA 15+65.00'NW'VPI EL 4913.23VPT STA 16+02.50'NW'VPT EL 4912.67VCL = 75.00 K = 37.47 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXXXXXXXXXXX X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXE 27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL12+00'ICD'13+00'ICD'16+00'SE'15+00'N'15+00'NW' 1 6 + 0 0 ' NW ' 17 + 0 0 ' N W ' 17+38'NW' 27" SS 27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 12" W12" W12" W12" WNP NPNPNPNPNPNPNP NP NP NP NP NP NP 16+00'SR'16+71'SR' 16+72'SL'16+00'SL'15+00'NWL' 15+42'NWL' 12+68'NWR'13+00'NWR'14+00'NWR' 15+00'NW R' 15+41'NWR' 10+00'SWL'11+00'SWL'11+40'SWL' 10+00'SWR'11+00'SWR'11+34'SWR'16+00'SW'17+00'SW'1 8 + 0 0 ' S W ' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 14 - NW PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP14GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV. 'NW' LINE TRACT F 5' SIDEW AL K CONCRETE CURB RAMP TR U C K A P R O N MOUNTABLE CURB CURB & GUTTER-TYPE 2 PROPOSED ROW STRE ET E FRONT A G E R O A D C O M M E R C I A L R O A DBOX E LDER CREEKBOX ELDER CREEKPROPOSED BIKE RAMP CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP CONCRETE CURB RAMP 1 0 ' S ID EW A LK 10' SID E W A L K CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP 9.0' U T I L I T Y EASE M E N T PROPOSED ROW TRACT F TRACT E TRACT D EXISTING ROW PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE TOP OF BANK BOX ELDER CREEK 100-FT BOX ELDER CREEK BUFFER ZONE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 18+36.15'SW' 17+38.14'NW' 11+33.81'SWR'11+39.78'SWL' 10+00.00'SWR' 10+50.26'SWR' = 10+50.26'SWL' 14+08.80'NW' 14+08.80'N' 14+48.81'NWL' = 14+48.81'NWR' 15+41.57'NWL' 15+41.28'NWR' 16+72.42'SL' 16+71.38'SR' CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP CONCRETE CURB RAMP 10' SID E W A L K 9.0' UTILITY EASEMENT CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP CONCRETE CURB RAMP 10' SIDEWALK 9.0' UTILITY EASEMENT PROPOSED ROW PROPOSED ROW PROPOSED BIKE RAMP TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE 116 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4901.474905.494905.224904.654904.144903.684903.754907.224910.874911.654911.6414 14+25 14 14+75 15 15+25 15 15+75 16 16+25 16 1.56%-1.70% 0.39%1.22% 1.15%0.49%VPI STA 14+08.80'N'EL 4912.28VPI STA 14+28.80'N'EL 4912.51VPI STA 14+88.56'N'EL 4912.80VPI STA 15+00.00'N'EL 4912.85VPI STA 15+25.00'N'EL 4913.15VPI STA 16+50.00'N'EL 4913.01VPC STA 15+48.50'N'VPC EL 4913.52VPI STA 15+86.00'N'VPI EL 4914.10VPT STA 16+23.50'N'VPT EL 4913.46VCL = 75.00 K = 23.01 1.56%-1.70% 0.39%1.22% 1.15%0.49%VPI STA 14+08.80'N'EL 4912.28VPI STA 14+28.80'N'EL 4912.51VPI STA 14+88.56'N'EL 4912.80VPI STA 15+00.00'N'EL 4912.85VPI STA 15+25.00'N'EL 4913.15VPI STA 16+50.00'N'EL 4913.01VPC STA 15+48.50'N'VPC EL 4913.52VPI STA 15+86.00'N'VPI EL 4914.10VPT STA 16+23.50'N'VPT EL 4913.46VCL = 75.00 K = 23.01/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXGASGGGGGEEEEEGGGGGGGEEEE E E E E27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SSBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBLBL11+00' ICD '14+00'ICD'17+00'SE'11+00'NE'12+00'NE'15+00'N'16+00'N'15+00 ' N W '27" SS27" SS27" SS27" SS27" SS27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WNPNPNPNPNPNPNP NP NP NP NP NP NP N P N P N P NP NP NP NP NP NP NP NP NP NP NP 11+31'NEL'12+00'NEL'11+41'NER'12+00'NER'15+00'NWL' 15+42'NWL' 12+68'NWR' 13+00'NWR' 14+00'NWR'15+00'NWR' 15+41'NWR' 20+04'SEL' 20+00'SER' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 15 - N (1) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP15GATEWAY AT PROSPECTFRONTAGE ROADFEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV. 'N' LINE 5' SIDEWALK CONCRETE CURB RAMP TRUCK AP R O N MOUNTABLE CURB PROPOSED ROW STREET E FRONTAGE ROADCOMM E R CI AL R O A DBOX ELDER CREEKBOX ELDER CREEKPROPOSED BIKE RAMP CURB & GUTTER-TYPE 2 CONCRETE CURB RAMP 10' SID E W A L K CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 1 CONCRETE CURB RAMP 9.0' UTILITYEASEMENT TRACT D MATCHLINE 16+50'N' EXISTING ROW 9.0' UTILITYEASEMENT5' SIDEWALK TRACT G CONCRETE CURB RAMP CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE TOP OF BANK BOX ELDER CREEK 100-FT BOX ELDER CREEK BUFFER ZONE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE 15+41.57'NWL' 15+41.28'NWR' 11+30.52'NEL' 11+40.73'NER' 20+04.10'SEL' 20+00.00'SER' 14+08.80'NW' 14+08.80'N' 14+48.81'NWL' = 14+48.81'NWR' 10' S I D E W A L K 9.0' UTIL I T Y EASEM E N T PROPOSED ROW CONCRETE CURB RAMP CONCRETE CURB RAMP 5' SIDEW A L K CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2CONCRETE CURB RAMP 10' SIDEWALK 9.0' UTILITY EASEMENT CURB & GUTTER-TYPE 1TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE TRANSITION GUTTER SLOPE FROM 8.33% TO 1.8% IN 20' PRIOR TO BRIDGE PROPOSED BIKE RAMP 117 of 127 4900 4905 4910 4915 4920 4925 4900 4905 4910 4915 4920 4925 4911.644911.804912.084911.364910.524909.954909.644909.494909.324909.004908.934909.134909.774910.424910.654910.904910.954911.574911.844912.014912.1816 16+75 17 17+25 17 17+75 18 18+25 18 18+75 19 19+25 19 19+75 20 20+25 20 20+75 21 21+25 21 PROPOSED INLET -1.37% -1.45% -1.13%-0.83%0.53% 0.53%VPI STA 16+50.00'N'EL 4913.01VPI STA 16+75.00'N'EL 4912.67VPI STA 17+25.00'N'EL 4911.95VPI STA 17+50.00'N'EL 4911.66VPI STA 19+66.65'N'EL 4911.08VPI STA 21+25.00'N'EL 4911.92VPC STA 18+08.00'N'VPC EL 4911.18VPI STA 18+78.00'N'VPI EL 4910.61VPT STA 19+48.00'N'VPT EL 4910.98VCL = 140.00 K = 103.07 -1.37% -1.45% -1.13%-0.83%0.53% 0.53%VPI STA 16+50.00'N'EL 4913.01VPI STA 16+75.00'N'EL 4912.67VPI STA 17+25.00'N'EL 4911.95VPI STA 17+50.00'N'EL 4911.66VPI STA 19+66.65'N'EL 4911.08VPI STA 21+25.00'N'EL 4911.92VPC STA 18+08.00'N'VPC EL 4911.18VPI STA 18+78.00'N'VPI EL 4910.61VPT STA 19+48.00'N'VPT EL 4910.98VCL = 140.00 K = 103.07 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XVAUL T ELEC E GGGGGGGGGGGGGGGGGGGGGGGGGEEE E E E E E E E E E E E E E E E E E E E E E E 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS 27" SS BL BL BL BL BL BL BL BL 12+00'NE'13+00'NE' 14+00'NE' 15+00'NE' 16+00'N E ' 17+00'N E ' 16+00'N'17+00'N'18+00'N' 19+00'N' 20+00'N' 21+00'N'12" W12" W12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W8" W11+31'NEL'12+00'NEL'13+00' N EL' 14+00'NEL' 15+00'NE L ' 16+00'N E L ' 17+00'N E L ' 11+41'NER'12+00'NER'13+00' N E R' 14+00'NER' 15+00'NE R ' 16+00'N E R ' 17+00'N E R ' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 16 - N (2) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP16GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV.MATCH L INE 1 6 + 5 0 'N ' PROPOSED STORM DRAIN FRONTAGE ROAD5' SIDE W A L K CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 TRACT D 'N' LINE MATCHLINE 21+50'N'EXISTING ROW PROPOSED ROW EXISTING ROW TRACT D TRACT G PROPOSED ROW UTILITY EASEM E N T UTILITY EASEM E N T UTILITY EASEME N T FRONT A G E R O A D5' SIDEW AL K 10' SIDEWALK CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 2 CURB & GUTTER-TYPE 1 PROPOSED BIKE RAMP PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE9' UTILIT Y EASE M E NT EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE CURB & GUTTER-TYPE 2 EXISTING ROW 9.0' UTILITY EASEMENT CONCRETE DRIVEWAY CONCRETE CURB RAMP CONCRETE CURB RAMP 9' UTILITYEASEMENTCURB & GUTTER-TYPE 2 PROPOSED BIKE RAMP EXISTING ROW PROPOSED ROW 5' SIDE W A L K 10' SIDEWALK9.0' UTILITY EASEMENT 5' SIDEW AL K 118 of 127 4905 4910 4915 4920 4925 4930 4905 4910 4915 4920 4925 4930 4912.184912.544912.564912.514912.644912.804912.954913.094913.134913.1621 21+75 22 22+25 22 22+75 23 23+25 23 23+75 24 24+25 24 0.58% 0.52%VPI STA 23+50.00'N'EL 4913.09VPI STA 23+92.89'N'EL 4913.340.58% 0.52%VPI STA 23+50.00'N'EL 4913.09VPI STA 23+92.89'N'EL 4913.34/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /WWWWWWWWWWX X X X X X X X X GAS VAULT ELEC E E E E E E E E GGGGGGGGGGE 27" SS 8" S S 8" S S 8" S S 8" SS 8" SS BL BL BL BL BL BL BL BL XXXXXXXXXXXXXXXXXXXXXXXXXXXX19+07'NE'17+00'NE'18+00'NE'19+00'NE' 22+00'N'23+00'N' 23+94'N' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12Ŝ W 12" W 12" W 17+00'NEL'18+00'NEL'19+00'NEL'19+84'NEL' 17+00'NER'18+00'NER'19+00'NER'19+84'NER' Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 17 - N (3) PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP17GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW TRACT D PROPOSED ELEV.EXISTING ELEV. FRONTAGE R O A D 5' SIDEWALK CURB & GUTTER-TYPE 2 TRACT G 'N' LINEMATCHLINE 21+50'N'EXISTING ROW 9' UTILITY EASEMENT 5' SIDEWALK FRONTAGE ROAD 9' UTILITY EASEMENT PROFILE IS TO EDGE OF PAVEMENT/CURB LIP30' SANITARY EASEMENTPROPOSED PROFILE EXISTING PROFILE EXISTING 100-YEAR FLOODWAY EXISTING 100-YEAR HIGH RISK FLOOD FRINGE TIE TO EXISTING CURB & GUTTER - TYPE 2 EXISTING ROW CURB & GUTTER-TYPE 2 5' SIDEWALK 23+93.58'N' 19+83.89'NEL' 19+07.17'NE' 19+83.89'NER' 119 of 127 4895 4900 4905 4910 4915 4920 4895 4900 4905 4910 4915 4920 0.86% 2.68% 2.82%VPI STA 13+03.06'SM'EL 4905.63VPI STA 15+00.00'SM'EL 4909.09VPI STA 15+28.76'SM'EL 4909.90VPC STA 13+48.00'SM'VPC EL 4906.01VPI STA 14+03.00'SM'VPI EL 4906.49VPT STA 14+58.00'SM'VPT EL 4907.96VCL = 110.00 K = 60.44 4907.274907.514907.754907.764907.434908.104908.234908.494908.694905.814906.034906.304906.684907.164907.754908.424909.094909.7912 12+75 13 13+25 13 13+75 14 14+25 14 14+75 15 15+25 15 15+75 16 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XVAULTELEC G G G G G G G G G G GG G G G G G G G G G G G G G G G G G EEEEEEEEEEEEEEEEEEEEEEEEEEEE12+00'ICD'12+00'SE' 13+00'SE' 14+00'SE' 15+00'SE' 16+00'SE' 1 7 + 0 0 ' S E ' 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 1 2 " W 1 2 " W8" W8" W8" W8" W8" SS 8" SS 8" SS 12+00'SR' 13+00'SR' 14+00'SR' 15+00'SR' 16+00'SR' 16+71'SR' 16+72'SL' 12+00'SL' 13+00'SL' 14+00'SL' 15+00'SL' 16+00'SL' 20+00'SER' 15+29'SM' 13+03'SM' 14+00'SM' 15+00'SM' 12+00'SW' 13+00'SW' 14+00'SW' 15+00'SW' 16+00'SW'17+00'SW'Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\050202_PP.DWG LAYOUT NAME: 18 - SM PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152PP18GATEWAY AT PROSPECTFRONTAGE ROADEOP PLAN & PROFILEKEY MAP N SCALE, FEET 0 10 20 PLAN VIEW PROFILE VIEW PROPOSED ELEV.EXISTING ELEV. EXISTING ROW TRACT F CURB & GUTTER-TYPE 1 CURB & GUTTER-TYPE 2 PROPOSED STORM DRAIN CONCRETE DRIVEWAY CONCRETE CURB RAMP CONCRETE CURB RAMP 9.0' UTILITY EASEMENT PROPOSED ROW 5' SIDEWALK 'SM' LINE FRONTAGE ROAD FRONTAGE ROAD TRACT G PROFILE IS TO EDGE OF PAVEMENT/CURB LIP PROPOSED PROFILE EXISTING PROFILE 9.0' UTILITY EASEMENT5' SIDEWALK CONCRETE DRIVEWAY CONCRETE CURB RAMP CONCRETE CURB RAMP EXISTING ROW PROPOSED ROW CURB & GUTTER-TYPE 2 15+27.66'SL' = 15+28.76'SM' 13+03.06'SM' = 13+03.06'SR' 16+72.42'SL' 16+71.38'SR' 120 of 127 13'SR'+50 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 14'SR'+00 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 14'SR'+50 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'SR'+00 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'SR'+50 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 RW RW RW RW RW RW RW RW RW RW PLE PLE PLE PLE PLE PLE PLE PLE PLE PLE 2.0%2.0%2.0%2.0%2.0%2.0%2.0% 2.0%2.0%2.0%7.0%2.0%2.0%7.0%2.0%2.0% 1.9%2.1%2.1%1.9%2.0%2.0%2.0% 2.2%1.8%1.8%2.0%2.0%2.0% 2.4%1.6%1.6%2.0%2.0%2.0% 'SR' LINE 4.0:1 4.0:1 4.0:1 4.0:14.0:1 4.0:13.9:1 31.00, 4905.52 0.00, 4906.14 -23.99, 4905.67 -46.02, 4905.23 31.00, 4906.28 0.00, 4906.90 -12.12, 4906.69 -24.00, 4906.46 -44.00, 4906.06 20.00, 4907.64 0.00, 4908.04 -18.19, 4907.77 -43.69, 4907.25 20.00, 4909.03 0.00, 4909.43 -20.55, 4909.11 -41.34, 4908.65 17.00, 4910.49 0.00, 4910.82 -16.26, 4910.51 -36.44, 4910.03EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW 'SR' LINE 11'SR'+00 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 11'SR'+50 4890 4900 4910 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 12'SR'+00 4890 4900 4910 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 12'SR'+50 4890 4900 4910 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 13'SR'+00 4890 4900 4910 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 RW RW RW RW RW RW RW RW PLE PLE PLE PLE PLE PLE PLE PLE PLE 1.9%1.1%2.0%0.7%0.6%2.3%2.2%2.2%2.1%2.1%1.5%1.6%2.1% 2.0%1.6%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% 2.0%2.0%2.0%2.0%2.0%2.0%2.0% 4.0:11.6% 31.63, 4903.42 -24.00, 4903.64 0.00, 4903.90 -44.00, 4903.26 -58.82, 4903.03 20.00, 4903.50 -54.99, 4903.00 -24.00, 4903.62 0.00, 4904.01 20.00, 4903.61 24.47, 4904.00 0.00, 4904.49 -24.00, 4904.02 -55.00, 4903.40 -55.00, 4903.95 -24.00, 4904.57 0.00, 4905.04 29.47, 4904.45 31.00, 4904.97 0.00, 4905.59 -24.00, 4905.12 -51.02, 4904.58EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW 'SR' LINE 16'SR'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'SR'+60 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'SR'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.6%2.5%2.4% 1.0%2.2%2.2% 1.2%2.1%2.2% RW RW RW PLE PLE PLE 4.0:1 4.1:1 4.1:1 14.59, 4912.12 0.00, 4912.21 19.87, 4913.25 0.00, 4913.45 20.47, 4913.41 0.00, 4913.65MATCH 'SL' CROSS SECTIONMATCH 'SL' CROSS SECTIONMATCH 'SL' CROSS SECTIONEX RW EX RW EX RW 16'SL'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'SL'+51 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'SL'+61 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'SL' LINE 2.3%2.2%2.1% 2.2%2.2%2.1% RW RW RW PLE PLE PLE 2.0%2.0%2.0% 4.0:1 4.1:1 4.0:1 0.00, 4911.98 -17.50, 4911.64 0.00, 4913.27 -17.91, 4912.89 0.00, 4913.47 -18.61, 4913.07MATCH 'SR' CROSSSECTIONMATCH 'SR' CROSSSECTIONMATCH 'SR' CROSSSECTIONEX RW EX RW EX RW Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X1 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS01GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS121 of 127 13'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 13'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 14'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 14'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NER' LINE RW RW RW RW RWPLE PLE PLE PLE PLE PLE PLE PLE 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% 2.0%2.0%2.0%2.0%2.0%2.0% 4.0:1 4.0:1 4.0:1 4.0:1 4.0:1 4.0:1 4.0:1 4.0:1 22.00, 4911.52 0.00, 4911.96 -11.99, 4912.00 -33.99, 4911.56 22.00, 4911.06 0.00, 4911.50 -11.99, 4911.55 -33.99, 4911.11 22.00, 4910.73 0.00, 4911.17 -12.00, 4911.30 -34.00, 4910.86 22.00, 4910.66 0.00, 4911.10 -11.99, 4911.32 -33.89, 4910.89EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW 11'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 11'NER'+75 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 12'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 12'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NER' LINE 2.2%2.2%1.5% RW RW RW RW PLE PLE PLE PLE PLE 2.3%2.1%1.6% 2.0%2.0%2.0%2.0%2.0%2.0% 2.0%2.0%2.0% 4.1:1 4.1:1 4.0:1 4.0:1 4.0:1 22.06, 4913.88 0.00, 4914.21 19.04, 4913.45 0.00, 4913.76 17.37, 4912.97 0.00, 4913.31 21.03, 4912.10 0.00, 4912.52 -11.99, 4912.57 -29.79, 4912.21MATCH 'NEL' CROSS SECTIONMATCH 'NEL' CROSS SECTIONMATCH 'NEL' CROSS SECTIONEX RW EX RW EX RW EX RW EX RW 15'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'NER'+70 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 16'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NER' LINE RW RW RW PLE PLE PLE PLE PLE PLE PLE PLE 2.0%2.0%2.0%2.0%2.0%2.0% 2.0%3.0%2.0%2.0%2.0%2.0%2.3% 2.0%6.5%2.0%2.0%2.0%2.0%2.3% 2.0%2.0%2.0%2.0%2.0%2.0%2.2% 4.0:1 4.0:1 4.0:1 4.0:14.0:1 4.0:14.0:1 21.08, 4910.86 0.00, 4911.28 -12.00, 4911.57 -31.09, 4911.19 19.00, 4911.28 -12.00, 4911.94 -31.00, 4911.56 0.00, 4911.66 19.00, 4911.44 0.00, 4911.82 -12.00, 4912.09 -30.23, 4911.89 19.00, 4911.71 0.00, 4912.09 -12.00, 4912.35 -31.00, 4911.97EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW 17'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 17'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 18'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 18'NER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NER' LINE PLE PLE PLE PLE PLE PLE PLE PLE 2.0%2.0%2.0%2.0%2.0%2.0%2.1% 2.0%2.0%2.0%2.0%2.0%2.0%2.1% 2.0%2.0%2.0%2.0%2.0%2.0%2.0% 1.4%2.0%2.0%2.0%2.0%2.0%1.2% 4.0:14.1:1 4.0:14.0:1 4.0:14.0:1 4.0:14.0:1 19.00, 4911.98 0.00, 4912.36 -12.00, 4912.61 -31.00, 4912.23 19.00, 4912.25 -12.00, 4912.88 -31.00, 4912.50 19.24, 4912.70 -12.00, 4913.14 0.00, 4912.90 -31.00, 4912.76 19.00, 4912.99 -12.00, 4913.40 -31.00, 4913.02EX RW EX RW EX RW EX RW EX RW EX RW EX RW EX RW Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X2 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS02GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS122 of 127 19'NER'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 18'NER'+75 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NER' LINE PLE PLE PLE PLE 0.1%2.0%2.0%2.0%2.0%2.0%0.4% 0.7%2.0%2.0%2.0%2.0%2.0%0.8%4.0:1 4.0:1 4.0:1 4.0:1 19.00, 4913.29 -12.00, 4913.53 -31.00, 4913.15 19.00, 4913.58 -12.00, 4913.66 -30.69, 4913.28EX RW EX RW EX RW EX RW 11'NEL'+40 4900 4910 4920 4930 4940 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 12'NEL'+00 4900 4910 4920 4930 4940 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NEL' LINE 11'NEL'+64 4900 4910 4920 4930 4940 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 2.1%1.9% 2.1%2.1% 2.3%2.3%1.8% PLE PLE PLE 4.1:1 4.2:1 4.0:1 0.00, 4914.01 -20.22, 4913.62 0.00, 4913.65 -18.34, 4913.31 0.00, 4913.11 -14.16, 4912.82MATCH 'NER' CROSSSECTIONMATCH 'NER' CROSSSECTIONMATCH 'NER' CROSSSECTIONEX RW EX RW EX RW Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X3 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS03GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS123 of 127 14'NWR'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'NWR'+00 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'NWR'+25 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NWR' LINE 1.8%2.1%2.1% 1.6%2.1%2.0% RW RW RW RW PLE PLE PLE PLE 2.0%2.0%2.0%2.0%2.0%2.0% 4.2:1 4.1:1 4.0:1 4.0:1 14.88, 4912.63 0.00, 4912.93 -18.69, 4912.56 16.69, 4912.89 0.00, 4913.18 19.19, 4912.99 0.00, 4913.31MATCH 'NWL' CROSS SECTIONMATCH 'NWL' CROSS SECTION15'NWL'+00 4900 4910 4920 4930 4940 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 15'NWL'+25 4900 4910 4920 4930 4940 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'NWL' LINE 1.5%2.3% RW RW PLE PLE 2.0%2.0%2.0% 4.2:1 2.2% 4.0:1 0.00, 4913.18 -17.41, 4912.83 0.00, 4913.42 -20.49, 4913.12MATCH 'NWR' CROSSSECTIONMATCH 'NWR' CROSSSECTIONSheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X4 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS04GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS124 of 127 20'SER'+15 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 20'SER'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 20'SER'+75 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'SER' LINE RW RW RW PLE PLE PLE 2.1%2.1%2.1% 2.0%2.0%2.0% 2.0%2.0%2.0% 4.0:1 4.0:1 4.0:1 18.36, 4913.77 0.00, 4914.15 17.33, 4913.27 0.00, 4913.62 15.58, 4912.93 0.00, 4913.25MATCH 'SEL' CROSS SECTIONMATCH 'SEL' CROSS SECTIONMATCH 'SEL' CROSS SECTION20'SEL'+17 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 20'SEL'+75 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'SEL' LINE 20'SEL'+50 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 1.6%2.3%1.4% 1.5%2.3%2.4% RW RW RW PLE PLE PLE 1.8%2.2%2.1% 4.1:1 4.2:1 4.1:1 -0.03, 4914.33 -19.79, 4914.01 0.00, 4913.73 -16.23, 4913.49 0.00, 4913.27 -13.32, 4913.04MATCH 'SER' CROSSSECTIONMATCH 'SER' CROSSSECTIONMATCH 'SER' CROSSSECTIONSheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X5 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS05GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS125 of 127 10'SWR'+75 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 10'SWR'+95 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 11'SWR'+25 4890 4900 4910 4920 4930 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 10'SWR'+50 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'SWR' LINE RW RW RW RWRW PLE PLE 0.7%2.5% 0.7%2.5%2.4%2.2% 1.3%2.3%2.2% 1.1%2.0%2.0%2.5% 4.0:1 4.4:1 4.2:1 4.1:1 MATCH 'SWL' CROSS SECTIONMATCH 'SWL' CROSS SECTIONMATCH 'SWL' CROSS SECTION -12.15, 4911.42 0.00, 4911.68 14.82, 4911.52 17.60, 4912.03 0.00, 4912.16 0.00, 4912.54 19.29, 4912.40 0.00, 4913.10 21.13, 4912.8310'SWL'+75 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 10'SWL'+95 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 11'SWL'+30 4880 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 'SWL' LINE 2.3%2.3%1.6% RW RW RW PLE PLE PLE 2.0%2.0% 2.0%1.9%2.0% 4.3:1 4.0:1 4.0:1 MATCH 'SWR' CROSSSECTION -13.41, 4911.80 0.00, 4912.07 0.00, 4912.40 -14.14, 4912.12 0.00, 4912.96 -18.51, 4912.68MATCH 'SWR' CROSSSECTIONMATCH 'SWR' CROSSSECTIONSheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X6 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS06GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS126 of 127 10'SR'+75 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 10'SR'+25 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 PLE PLE 10'SR'+50 4890 4900 4910 4920 0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140 0.0% EX RW EX RW EX RW 0.5% EX RW 0.9% 22.26, 4905.08 9.41, 4905.15 -35.28, 4905.15 -49.80, 4905.07 19.55, 4905.09 -46.60, 4905.11 11.96, 4904.42 9.96, 4904.46 0.00, 4904.63 -24.00, 4904.51 -34.42, 4904.34 -36.42, 4904.26 12.00, 4903.94 10.00, 4903.98 0.00, 4904.18 -24.00, 4903.96 -36.01, 4903.68 18.06, 4902.38 23.58, 4903.71 -45.57, 4901.25 - 5 3 . 5 1 , 4 9 0 3 . 2 3 14.75, 4903.02 17.97, 4903.83 -39.86, 4902.40 -45.43, 4903.79EXISTING PIPE +/- STA. 10+40'SR' 0.00, 4905.16 -24.00, 4905.16 -34.00, 4903.764.2:13.0:1 4.0:1 3.0:14.0:1 4.0:1 'SR' LINE TEMPORARY CONNECTION TO PROSPECT RD Sheet DRAWING FILENAME: I:\47\470329 GATEWAY AT PROSPECT - FORT COLLINS\C3D\SHEETSPLAN\090201_XS.DWG LAYOUT NAME: X7 PLOT DATE: 8/24/20223665 JFK Parkway, Bldg. 2, Suite 100Fort Collins, CO 80525-3152XS07GATEWAY AT PROSPECTFRONTAGE ROADCROSS SECTIONS127 of 127