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HomeMy WebLinkAboutQUIK TRIP - PDP230010 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSVicinity MapVicinity Map1COVERNORTHEAST CORNER OF PROSPECT ROAD & FRONTAGE ROAD WEST OF I-25QUIKTRIP STORE #4248UTILITY PLANS PLANS FORCONSTRUCTION NOTES:CITY OF FORT COLLINSMUNICIPAL CONTACT LIST:PROJECT CONTACT LIST:LEGAL DESCRIPTION:NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAPFORT COLLINS, COLORADOPROSPECT PONDSNATURAL AREAI-25 SE FR O N T A G E R DE PROSPECT RDS SUMMIT VIEW DRE LOCUST STSMITH F I E L D D R I-25PROJECT CONTROL:Sheet List TableSheet NumberSheet Title1COVER2EXISTING CONDITIONS & DEMO PLAN3GRADING PLAN4UTILITY PLAN5POST DEVELOPED DRAINAGE MAP6ARTERIAL NOTES7DEMO (ARTERIAL)8STORM (PNP) (ARTERIAL)9PAVING (ARTERIAL)10PAVING MARKING (ARTERIAL)11TRAFFIC CONTROL (ARTERIAL)12SPOT ELEVATION (ARTERIAL)13PAVING PNP (ARTERIAL)14OFFSITE COVER SHEET15OFFSITE GENERAL & CONSTRUCTION NOTES16OFFSITE EXISTING CONDITIONS & DEMOLITION PLAN17OFFISTE PRELIMINARY GRADING & EROSION CONTROLPLAN18OFFSITE SANITARY SEWER B PLAN & PROFILE19OFFSITE WATERLINE B PLAN & PROFILE (1)20OFFSITE WATERLINE B PLAN & PROFILE (2)21OFFSITE WATERLINE C PLAN & PROFILE22OFFSITE WATERLINE J & K PLAN & PROFLIE23OFFSITE WATERLINE N PLAN & PROFILE24OFFSITE STORM DRAIN C PLAN & PROFLIE25OFFSITE SANITARY SEWER DETAILS26OFFSITE WATER DETAILS (1)27OFFSITE WATER DETAILS (2)28OFFSITE DRAINAGE DETAILS 2EXISTING CONDITIONS &DEMO PLANN020204010FeetQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP SUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K PRODUCT X (10'Ø)ANNULARSUBMERGEDPUMP15K PREMIUM (10'Ø)ANNULARSUBMERGEDPUMPVAPORFILL15K DIESEL (10'Ø)ANNULARVAPORFILLVAPORFILLVAPORFILLVAPORFILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"ICE KIOSKVAULTQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP3 GRADING PLANN020204010FeetGRADING LEGENDVERTICAL CURVE AT GRADE BREAK NOTES“”“”MISCELLANEOUS GRADING NOTES≥ ≥≤Know what'sbelow.before you dig.CallR SUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K PRODUCT X (10'Ø)ANNULARSUBMERGEDPUMP15K PREMIUM (10'Ø)ANNULARSUBMERGEDPUMPVAPORFILL15K DIESEL (10'Ø)ANNULARVAPORFILLVAPORFILLVAPORFILLVAPORFILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"ICE KIOSKVAULT4UTILITY PLANUTILITY LEGEND (NEW)≤≥N020204010FeetQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP SUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K PRODUCT X (10'Ø)ANNULARSUBMERGEDPUMP15K PREMIUM (10'Ø)ANNULARSUBMERGEDPUMPVAPORFILL15K DIESEL (10'Ø)ANNULARVAPORFILLVAPORFILLVAPORFILLVAPORFILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"ICE KIOSKGREASE INTERCEPTOR (RE: CIVIL FOR EXACT LOCATION.) (TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"YIELDYIELDYIELD 5POST DEVELOPED DRAINAGEMAPN020204010FeetQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAPN020204010Feet 6ARTERIAL NOTESA.GENERAL NOTES1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards andspecifications set forth in the Larimer County Urban Area Street Standards and applicable state and federalregulations. Where there is conflict between these plans and the specifications, or any applicable standards, themost restrictive standard shall apply. All work shall be inspected and approved by the Local Entity.2.All references to any published standards shall refer to the latest revision of said standard, unless specificallystated otherwise.3.These public improvement construction plans shall be valid for a period of three years from the date ofapproval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a newreview and approval process by the City of Fort Collins prior to commencement of any work shown in theseplans.4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibilityto the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in theseplans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who hasprepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agreesto hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against allliabilities, claims, and demands which may arise from any errors and omissions contained in these plans.5.All sanitary sewer, storm sewer, and water line construction, as well as power and other “dry” utilityinstallations, shall conform to the City of Fort Collins standards and specifications current at the date of approvalof 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 thedrawings. It shall be the responsibility of the Developer to verify the existence and location of all undergroundutilities along the route of the work before commencing new construction. The Developer shall be responsible forunknown underground utilities.7.The Engineer shall contact the Utility Notification Center of Colorado (UNCC) at 1- 800-922-1987, at least 2working days prior to beginning excavation or grading, to have all registered utility locations marked. Otherunregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respectiverepresentative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall bethe responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvementsshown on these plans.8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with theappropriate utility company for any utility crossings required.9.If a conflict exists between existing and proposed utilities and/or a design modification is required, theDeveloper shall coordinate with the engineer to modify the design. Design modification(s) must be approved bythe City of Fort Collins prior to beginning construction.10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companiesinvolved, 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 utilityservice as well as the utility companies.11.No work may commence within any public storm water, sanitary sewer or potable water system until theDeveloper notifies the utility provider. Notification shall be a minimum of 2 working days prior tocommencement of any work. At the discretion of the water utility provider, a pre-construction meeting may berequired prior to commencement of any work.12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utilityconflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water linesand dry utilities.13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise notedin the plans and approved by the Water Utility.14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required inorder to install utilities or water is discharged into a storm sewer, channel, irrigation ditch or any waters of theUnited States.15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm WaterDischarge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the StormWater 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 onprivate property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).17.Certification of grading and drainage facilities must be completed by a registered engineer and submitted tothe Stormwater Utility Department at least two weeks prior to Stormwater Utility Department acceptance, orotherwise in accordance with the Development Agreement.18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Developmentas a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or otherdamage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properlymaintain its water, wastewater, and/or storm drainage facilities in the development.19.All recommendations of the final drainage and erosion control study (name of the study and date) by(Engineering Firm) shall be followed and implemented.20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. Allerosion control measures shall be maintained in good repair by the Developer, until such time as the entiredisturbed 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 existingpublic 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 City of Fort Collins streetinspector.22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-WayPermit or Development Construction Permit is obtained, if applicable.23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior tocommencement of construction. The Developer shall notify the Local Entity Engineering Inspector (Fort Collins -221-6605) and the Local Entity Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days priorto the start of any earth disturbing activity, or construction on any and all public improvements. If the LocalEntity Engineer is not available after proper notice of construction activity has been provided, the Developer maycommence work in the Engineer absence. However, the Local Entity reserves the right not to accept theimprovement 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 ofway grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk andpavement. If the final soils/pavement design report does not correspond with the results of the originalgeotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, theDeveloper 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 reportshall 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 Engineerapproves the final report.25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of thestreet subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the City of FortCollins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevationsconform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolvedwith 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 thefinal stages of road construction. For the purposes of these standards, any work except c/g above the subgrade isconsidered final stage work. All service lines must be stubbed to the property lines and marked so as to reducethe excavation necessary for building connections.27.Portions of Larimer County are within overlay districts. The Larimer County FloodPlain Resolution shouldbe 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 theconstruction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time offinal plat approval.29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester toschedule 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 theappropriate Right-of-Way authority. (City of Fort Collins, Larimer County, Colorado), for approval, prior to anyconstruction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providingany 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 shallcontact City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign atno cost to the contractor; however, if the contractor moves the traffic sign then the contractor will be charged forthe 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 theDevelopment related to the Development's local street operations. In addition, the Developer is responsible for allcosts 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 FortCollins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approvalby the City of Fort Collins.35.The Developer is responsible for providing all labor and materials necessary for the completion of theintended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unlessspecifically noted otherwise.36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions arenot 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 theappropriate 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 notidentified in the plans or specifications, the Developer shall contact the Designer and the City of Fort CollinsEngineer immediately.39.The Developer shall be responsible for recording as-built information on a set of record drawings kept onthe construction site, and available to the City of Fort Collins Inspector at all times. Upon completion of thework, 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 surveybenchmarks (2) for the project as well as the basis of bearings. The information shall be as follows:PROJECT DATUM: NAVD88PROJECT BENCHMARKS:BENCHMARK #1: CITY OF FORT COLLINS BENCHMARK (JA COUNTY)LOCATION: 3 INCH BRASS CAP SET IN CONCRETE BY THE CITY OF FORT COLLINS,APPROX. 0.18 MILES WEST OF THE INTERSECTION OF SUMMIT VIEW DR. AND EASTPROSPECT RD. ALSO 26 FEET EAST OF THE SOUTHEAST FENCE CORNER OF RUNNINGDEER NATURAL AREA PARKING LOT.ELEVATION: 4894.4BENCHMARK #2: CITY OF FORT COLLINS BENCHMARK (FOREMAN)LOCATION: NORTH SIDE OF PROSPECT RD. 0.1 MILES EAST OF SHARP POINT DRIVE,AT THE BACK OF WALK AT THE BASE OF THE PARAPET WALL TO THE BRIDGE OVERTHE POUDRE RIVER, 15 FT EAST OF THE WEST END OF THE PARAPET WALL.ELEVATION: 4910.3341.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 toconstruction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwiseindicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of thefirst Certificate of Occupancy.43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better thanits original condition. The existing street condition shall be documented by the City of Fort Collins ConstructionInspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins StreetRepair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall bepaved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entirestreet width, including the patched area, may be required. The determination of need for a complete overlay shallbe made by the City of Fort Collins Engineer and/or the City of Fort Collins Inspector at the time the cuts aremade.44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or betterthan, 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 beguaranteed to be free from material and workmanship defects for a minimum period of two years from the dateof acceptance.47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenantimprovements, including storm drainage structures and pipes, for the following private streets: (list).48.Approved Variances are listed as follows: (Plan set must have a list of all applicable variances for theproject).CONSTRUCTION NOTES:A.Standard Grading and Erosion and Sediment Control Construction Plan Notes1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction onthis 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 theappropriate 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-siteerosion including keeping the property sufficiently watered so as to minimize wind-blown sediment. TheDeveloper 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 ofexisting vegetation shall be limited to the area(s) required for immediate construction operations, and for theshortest 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, orother permanent erosion control BMPs are installed. No soils in areas outside project street rights- of-way shallremain exposed by land disturbing activity for more than fourteen (14) days before required temporary orpermanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by theCity/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 eventand repaired or reconstructed asnecessary 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 asdetermined by the erosion control inspector.c.Be removed after the site has been sufficiently stabilized as determined by the erosion controlinspector.8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean upand 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 existingstreets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end ofeach working day.10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in amanner 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 sedimenttransport 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 cleanedupon completion of the project and before turning the maintenance over to the City/County or HomeownersAssociation (HOA).13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to dischargeor allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but arenot limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, andsanitary waste. The developer shall at all times take whatever measures are necessary to assure the propercontainment and disposal of pollutants on the site in accordance with any and all applicable local, state, andfederal regulations.14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructedso 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 disposedof prior to the area being restored.15.To ensure that sediment does not move off of Individual lots one or more of the following sediment/erosioncontrol BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by theerosion control inspector, (Loveland GMA & city limits only).(a.)Below all gutter downspouts. (b.) Out to drainage swales.(c.)Along lot perimeter.(d.)Other locations, if needed.16.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans.The Developer shall implement whatever measures are determined necessary, as directed by the City of FortCollins.17.A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipmentincluding but not limited to personal vehicles exiting existing roadways. No earthen materials, i.e., stone, dirt,etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s), staging area(s),construction material(s), concrete washout area(s) and/or building site(s).B. Street Improvements Notes1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the StreetImprovements Notes listed here.2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the Cityof Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are notpermitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior toplacement of any asphalt.3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to removeexisting 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 basematerial 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 oroverlay. 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 itsoriginal 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 finishedpatch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall bemade by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners suchthat 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 CollinsInspector and prior to installation of asphalt. Gutters that hold more than ¼ inch deep or 5 feet longitudinally, ofwater, 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 onthe subgrade material (when a full depth section is proposed) or on the subgrade and base material (when acomposite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or basematerial shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and asingle 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 whichexhibits excessive pumping or deformation, as determined by the Local Entity Engineer, shall be reworked,replaced or otherwise modified to form a smooth, non-yielding surface. The Local Entity Engineer shall benotified at least 24 hours prior to the “proof roll.” All “proof rolls” shall be preformed in the presence of anInspector.C. Traffic Signing and Pavement Marking Construction Notes1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the TrafficSigning 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 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 shall be latex paint.6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tapedepicting alignment and placement of the same. Their placement shall be approved by the City of Fort CollinsEngineer 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.Latex paint applications shall be applied as specified in CDOT Standard Specifications for Road and BridgeConstruction.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 CollinsEngineer. All discrepancies identified during the field inspection must be corrected before the 2-year warrantyperiod 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 initiationof the warranty period, the City of Fort Collins Engineer reserves the right to require additional signage and/orstriping if the Local Entity Engineer determines that an unforeseen condition warrants such signage according tothe MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the2-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 ControlDevices, for additional detail.16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area.Contractor may keep the signs, or call the City Traffic Division to have them removed.17.No “Reset” anchors, posts, signs, and/or delineators will be accepted.18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria.D. Storm Drainage Notes1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located onprivate property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s).2.All recommendations of the final drainage and erosion control study (name of the study and date) by(Engineering Firm) shall be followed and implemented.3.Prior to final inspection and acceptance by The City of Fort Collins, certification of the drainage facilities, by aregistered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shallbe submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate ofoccupancy for single family units. For commercial properties, certification shall by submitted to the StormwaterUtility Department at least two weeks prior to the release of any building permits in excess of those allowed priorto certification per the Development Agreement.4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures StandardNotes and Standard Erosion Control Notes.E. Waterline Note1.The minimum cover over water lines is 4.5 feet and the maximum cover is5.5 feet unless otherwise noted in the plans and approved by the Water Utility.QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP 7DEMO (ARTERIAL)201002040NEXISTING LEGENDQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP VAULT8STORM (PNP) (ARTERIAL)201002040NSTORM SEWER GENERAL NOTESSTORM SEWER INSTALLATION CONSIDERATIONSQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)W9PAVING (ARTERIAL)201002040NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAPTYPICAL SECTION LEGEND GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)W10PAVING MARKING(ARTERIAL)201002040NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP VAPORVAULT11TRAFFIC CONTROL(ARTERIAL)NGENERAL NOTES301503060NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP 12SPOT ELEVATION (ARTERIAL)201002040NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)13PAVING PNP (ARTERIAL)201002040NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP Vicinity MapVicinity Map1COVERNORTHEAST CORNER OF PROSPECT ROAD & FRONTAGE ROAD WEST OF I-25QUIKTRIP STORE #4248UTILITY PLANS PLANS FORCONSTRUCTION NOTES:CITY OF FORT COLLINSMUNICIPAL CONTACT LIST:PROJECT CONTACT LIST:LEGAL DESCRIPTION:NQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAPFORT COLLINS, COLORADOPROSPECT PONDSNATURAL AREAI-25 SE FR O N T A G E R DE PROSPECT RDS SUMMIT VIEW DRE LOCUST STSMITH F I E L D D R I-25PROJECT CONTROL:Sheet List TableSheet NumberSheet Title1COVER2EXISTING CONDITIONS & DEMO PLAN3GRADING PLAN4UTILITY PLAN5POST DEVELOPED DRAINAGE MAP6ARTERIAL NOTES7DEMO (ARTERIAL)8STORM (PNP) (ARTERIAL)9PAVING (ARTERIAL)10PAVING MARKING (ARTERIAL)11TRAFFIC CONTROL (ARTERIAL)12SPOT ELEVATION (ARTERIAL)13PAVING PNP (ARTERIAL)14OFFSITE COVER SHEET15OFFSITE GENERAL & CONSTRUCTION NOTES16OFFSITE EXISTING CONDITIONS & DEMOLITION PLAN17OFFISTE PRELIMINARY GRADING & EROSION CONTROLPLAN18OFFSITE SANITARY SEWER B PLAN & PROFILE19OFFSITE WATERLINE B PLAN & PROFILE (1)20OFFSITE WATERLINE B PLAN & PROFILE (2)21OFFSITE WATERLINE C PLAN & PROFILE22OFFSITE WATERLINE J & K PLAN & PROFLIE23OFFSITE WATERLINE N PLAN & PROFILE24OFFSITE STORM DRAIN C PLAN & PROFLIE25OFFSITE SANITARY SEWER DETAILS26OFFSITE WATER DETAILS (1)27OFFSITE WATER DETAILS (2)28OFFSITE DRAINAGE DETAILS ONLY2EXISTING CONDITIONS &DEMO PLANN020204010FeetQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP SUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K PRODUCT X (10'Ø)ANNULARSUBMERGEDPUMP15K PREMIUM (10'Ø)ANNULARSUBMERGEDPUMPVAPORFILL15K DIESEL (10'Ø)ANNULARVAPORFILLVAPORFILLVAPORFILLVAPORFILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"ICE KIOSKVAULTQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP3 GRADING PLANN020204010FeetGRADING LEGENDVERTICAL CURVE AT GRADE BREAK NOTES“”“”MISCELLANEOUS GRADING NOTES≥ ≥≤Know what'sbelow.before you dig.CallR SUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K UNLEADED (10'Ø)ANNULARSUBMERGEDPUMP15K PRODUCT X (10'Ø)ANNULARSUBMERGEDPUMP15K PREMIUM (10'Ø)ANNULARSUBMERGEDPUMPVAPORFILL15K DIESEL (10'Ø)ANNULARVAPORFILLVAPORFILLVAPORFILLVAPORFILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)WG3SE (P-113)STORE NO.: 42485,312 S.F.BLDG. HT.= 20'-0"ICE KIOSKVAULT4UTILITY PLANUTILITY LEGEND (NEW)≤≥N020204010FeetQuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:PROJECT NO.:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ23456789101112131415123456789101112131415QuikTrip No.ASHEET TITLE:SHEET NUMBER:DIVISION:DESIGNED BY:1© COPYRIGHT QUIKTRIP CORPORATION 2011ANY UNAUTHORIZED USE, REPRODUCTION,PUBLICATION, DISTRIBUTION, OR SALE INWHOLE OR IN PART, IS STRICTLY FORBIDDEN.ORIGINAL ISSUE DATE:PROTOTYPE:VERSION:DRAWN BY:REVIEWED BY:REV DATE DESCRIPTIONBC DEFGHJKLMNPQABCDEFGHJKLMNPQ234567891011121314151234567891011121314154248 NORTHWEST CORNER OF E PROSPECT RD & I25 FORT COLLINS, CO 022205306/07/2023 P-110COLORADO001DASDASMAP PROSPECT ROADINTERSTATE - 25HWY 14 / E. MULBERRY ST MAY 2023 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 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" EAST (ASSUMED BEARING) WITH THE SOUTH QUARTER CORNER OF SECTION 16 BEING A 2 1 2" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17497 AND THE SOUTHEAST CORNER OF SECTION 16 BEING A 2 1 2" BRASS CAP IN CONCRETE, STAMPED LS 14823. 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 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 QUICK TRIP NO. 4248 OFFSITE 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, 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 1 COVER SHEET 2 GENERAL & CONSTRUCTION NOTES SITE SHEETS 3 EXISTING CONDITIONS & DEMOLITION PLAN GRADING SHEETS 4 PRELIMINARY GRADING & EROSION CONTROL PLAN SANITARY SEWER SHEETS 5 SANITARY SEWER B PLAN & PROFILE WATERLINE SHEETS 6-7 WATERLINE B PLAN & PROFILE 8 WATERLINE C PLAN & PROFILE 9 WATERLINE J & K PLAN & PROFILE 10 WATERLINE N PLAN & PROFILE STORM DRAIN SHEETS 11 STORM DRAIN C PLAN & PROFILE DETAIL SHEETS 12 SANITARY SEWER DETAILS 13-14 WATER DETAILS 15 DRAINAGE DETAILS UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT King Surveyors 650 E. Garden Drive Windsor, CO 80550 (970) 686-5011 Project #: 2013484 SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 1 COVER SHEETUTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT 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 EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 12/2/2021 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 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 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 agency 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 5-ft from any District water line, service line 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 with the proposed change indicated on a 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 line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900-16, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version. b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volts, taped to top of pipe and surfaced at each hydrant into a tracer wire box. 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 or damage. e.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in accordance with AWWA Standard C153, 250 psi rating. Fittings shall be furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connections shall use foster adaptor type connectors. 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 with resilient seat. h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut with epoxy coated shoe. i.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, 3 double layered, and ends securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated (‘blue bolt’ type) with 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"). 1-1/2" uniformly graded washed rock shall be used for stabilization where needed. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer’s installation recommendations. 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 be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority’s requirements, and 90% in fields or non-road 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 and at 1-foot increments to grade. 12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type and/or other mechanical 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: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. 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 the developer's expense. 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 operational 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 bacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installation 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 as requested by the District) for acceptance and to the project’s design engineer for creation of Record Drawings. b.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 Contractor’s surveyor shall survey in all fittings, valves, water service curb stops and other appurtenances so as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents the final, installed infrastructure. 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). 21.Warranty: The Owner/Developer 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 (2) years from date of Preliminary Acceptance. During this warranty period the Owner/Developer 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. SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 2 GENERAL & CONSTRUCTION NOTESCALL 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 Quick Trips 03/08/2023. by Lamp Rynearson, 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 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" EAST (ASSUMED BEARING) WITH THE SOUTH QUARTER CORNER OF SECTION 16 BEING A 2 1 2" ALUMINUM CAP ON #6 REBAR, STAMPED LS 17497 AND THE SOUTHEAST CORNER OF SECTION 16 BEING A 2 1 2" BRASS CAP IN CONCRETE, STAMPED LS 14823. 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 Quick Trips 03/08/2023 by Lamp Rynearson, 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 EXISTING BOX CULVERTS FEMA 100-YR FLOODWAY EXISTING SUBDRAIN TO REMAIN EV W EEV E E W W W W WW W W W UV E EV EV CO S S ONLYXXXX XXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CAEV W EEV E E W W W W WW W W W UV E EV EV CO S S ONLYXXXX XXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CAXXXXXOHEXXXXXX X XSS E E E E E W W W W W W W W W W SS SS WWCONTROL IRR CONTROL IRR H2O H2O H2O H2O H2O H2O H2O AC W B L BLBLBLBLBLBLB L BLBL BLB L BLBLB L BLBLSS SS SS SS SS SDSDSDSDSDSDSDSDW H2O H2O W H2O HY DXXXXX XXGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU12" W 12" W 12" W WW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOFOFOFOFOXXXXXXXXXXXXXX X X X X X X X X X X XXXXXXXXXXXXXXX X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 27" SS27" SS27" SS27" SST W FO I FO 8" SS 8" SS WWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXX X X X X X X X GAS GAS H2O H2O H2O F.O. F.O. ELEC VAULT ELEC VAULT ELEC VAULT ELEC BLBLBLBLBLBL BLBL BL BLBL BL BLBL BL BL BL BL BLBLBLBLBLBLBLBLBL BL BL BL BL BL BL BL BL BL BL BL BL BL BLBLBLBLFES VAULTELEC FE SD GGGGGGGE EE E E E EEEGGGFE SD FE SHY DWWSTSTSTWHY D6" W 6" W 6" W 6" W 6" ABDN W 8 " A BDN W 8" ABDN W 8" ABDN W 8" AB D N W 8" ABDN W 8" ABDN W 8" AB D N W 8" ABDN W8" ABDN W8" ABDN W6" ABDN W 6" ABDN W 12" ABDN W6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W6" ABDN WX X X OHU OHU OHU OHU OHU OHU OHU OHU X X X X W SDSDSDSDSDSDSDSD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" S S NOTE: SEE PROSPECT ROAD IMPROVEMENT PLANS BY OTHERS FOR DETAILED EXISTING CONDITIONS & DEMOLITION PLAN. SHOWN HERE FOR REFERENCE ONLY BOXELDER CREEK 100-YEAR OVERFLOW CHANNEL FRONTAGE ROAD PROSPECT ROAD BOX E L D E R C R E E K 20' SANITARY SEWER EASEMENTBOOK 1299, PAGE 20515' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847313' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 20160018473EROSION BUFFER LIMITS (TYP.) FEMA 100-YR FLOODWAY FEMA 100-YR FLOODPLAIN EXISTING GRAVEL ROAD TO BE REMOVED PROPERTY BOUNDARY (TYP.) BOXELDER CREEK NATURAL HABITAT BUFFER ZONE (NHBZ) EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) EXISTING ±1,249 LF FENCE TO BE REMOVED EXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) 20' UTILITY EASEMENT REC. NO. 97004101 EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING PRAIRIE DOG COLONY DELINEATION EXISTING CDOT ROW FEMA 100-YR FLOODPLAIN APPROXIMATE LOCATION EXISTING 27" WATERLINE (CITY OF GREELEY) FEMA 100-YR FLOODPLAIN EXISTING 12" ELCO WATERLINE EXISTING BOX CULVERTS 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 EXISTING SANITARY SEWER EXISTING WATERLINE EXISTING UNDERGROUND UTILITY EXISTING WATERLINE TO BE ABANDONED IN PLACE ONCE GATEWAY AT PROSPECT WATER LINE M IS IN PLACE AND APPROVED BY ELCO EXISTING OVERHEAD UTILITY EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC LINE EXISTING 80' ROW EXISTING 79.98' ROW 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. 2016001847320' SANITARY SEWER EASEMENT REC. NO. 87032253 TO BE VACATED PER PLAT PROPOSED SAWCUT LINE APPROXIMATE LIMITS REMOVE & REPLACE EXISTING ASPHALT PAVEMENT. ACTUAL LIMITS TO BE DETERMINED IN FIELD BY CITY ENGINEERING INSPECTOR. APPROXIMATE LIMITS REMOVE & REPLACE EXISTING ASPHALT PAVEMENT. ACTUAL LIMITS TO BE DETERMINED IN FIELD BY CITY ENGINEERING INSPECTOR. CONNECT TO EXISTING 12" WATER //////////////////////////////// / / / 193 LF 8" PVC WATER TO BE REMOVED PROPOSED SAWCUT LINE INSTALL NEW MANHOLE TO CONNECT TO EXISTING 27" SANITARY SEWER 3 DEMOLITION PLANEXISTING CONDITIONS & 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. 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 EROSION BUFFER LIMITS BL EXISTING PRAIRIE DOG COLONY DELINEATION / / / / / / / // / / / / / / /EXISTING ASPHALT TO BE REMOVED/REPLACED SAWCUT LINE NATURAL HABITAT BUFFER ZONE KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 3 EV W EEV S ONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EV W EEV S ONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXSS SS 27" SS 27" SSBLBLBLSS SS H2O HY DXXXX E 12" W GGOHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FOXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /XXXXXOHEOHEOHEOHE27" 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 XXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X GAS GAS VAULT ELEC BLBL BLBLBL BL BL BL BL BLBL BL BL BLBLBLBLBLBLBL BL BL BL BL BLBL BL BL BL BL FE SVAULT ELEC D GGGGGGGGGGGGGGE E E EEE E E E E E E E EEEEEEGGGGGGD WWWHY D8 " A BDN W 8" AB D N W 8" ABDN W 8" ABDN W 8" ABDN W 8" ABDN W 8" AB D N W 8" AB D N W 8" ABDN W6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W6" ABDN W6" ABDN W6" ABDN WX XX27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" SS27" S S 27" S S 8" SS 8" SS 8" SS12" W 12" W 12" 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" W 12" W 8" SS 8" SS 12" W12" W12" W12" W12" W12" W12" W EEELODLOD LODLODLODLODLODLODLODLOD LODLODLOD LOD LOD LOD LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODBOXELDER CREEK EXISTING 100-YR FLOODPLAIN FRONTAGE ROADEXISTING 100-YR FLOODWAY DETENTION POND OUTLET STRUCTURE BY OTHERS 4:1 4:14:1 STORM DRAIN LINE C SEE SHEET 11 EXISTING 122.9' ROW (WIDTH VARIES) DRAINAGE EASEMENT BY SEPARATE DOCUMENT 30' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 30' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 30' EAST LARIMER COUNTY WATER DISTRICT EASEMENT BY SEPARATE DOCUMENT 4 EROSION CONTROL PLANPRELIMINARY GRADING &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 SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 KEYMAP / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 254 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 NATURAL HABITAT BUFFER ZONE EFFECTIVE FEMA 100-YR FLOODPLAIN EFFECTIVE FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY VAPOR FILL VAPOR FILL VAPOR FILL VAPOR FILL VAPOR FILLGREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)W EEV E E UV E EV S S ONLY / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CA CA CA CAW EEV E E UV E EV S S ONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CA CA CA CAXXXXXXXXXXXXSSSS SS 27" SS 27" SSW W SS H2O H2O H2O H2OBLBLBLBLBLBLBLBLBL BL BL B L SS SS SS SS SS SS SS SS SS SS W H2OHY DXX XXXXE 12" W GGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W 12" W XXXXXXX8 " A B DN W 8 " A B D N W 8" ABDN W 8" ABDN W6" ABDN W 6 " A B D N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W27" SS27" SS27" SS27" SS8" SS 8" SS 8" SS12" W 12" W 12" W12" W12" W12" W8" SS 8" SS WAY 2 3 2 1 WAY 1 3 2 1 WAY 3 3 2 1 WAY 4 3 2 1WAY 5 3 2 1 EEEEEEEEEEEEEEVAULTEEESSMH B3 STA 13+97.03 N: 123737.26 E: 214580.23 SSMH B4 STA 14+97.88 N: 123838.06 E: 214576.74 SSMH B2 STA 12+21.29 N: 123731.19 E: 214404.59 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 STORM DRAIN C SEE SHEET 11 WATER LINE B SEE SHEET 8 WATER LINE C SEE SHEET 6 DRAINAGE EASEMENT BY SEPARATE DOCUMENT EXISTING 123' ROW (WIDTH VARIES)15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847320' SANITARY SEWER EASEMENTBOXELEDER SANITATION DISTRICTBOOK 1299 PAGE 20510' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 2016001847330' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 167.92 LF 8" PVC @ 0.44% 100.86 LF 8" PVC @ 0.44% 175.74 LF 8" PVC @ 0.44% 53.36 LF 8" PVC @ 0.44% PROSPECT ROAD FRONTAGE ROADEXISTING 27" RPM SANITARY SEWER (BOXELDER SANITATION) SANITARY SEWER EXTENSION BY OTHERS EXISTING 30' EOA-EOA EXISTING UNDERGROUND ELECTRIC EXISTING GASFRONTAGE ROAD30' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 60' EOA-FL BY OTHERS (WIDTH VARIES) 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+50SSMH B2STA 12+21.29RIM 4903.5±INV. IN 4893.24 (E)INV. OUT 4893.04 (SW)SSMH B3STA 13+97.03RIM 4904.1±INV. IN 4894.22 (N)INV. OUT 4894.02 (W)100.86 LF 8" PVC @ 0.44%SSMH B4STA 14+97.88RIM 4904.6±INV. OUT 4894.66 (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)53.36 LF 8" PVC @ 0.44% 175.74 LF 8" PVC @ 0.44% 30" RCP STORM STA.=14+12.03 INV.=4898.85 12" PVC WATER STA.=13+08.99 TOP=4898.79EX.PROPOSED GROUND EXISTING GROUND 5 PLAN & PROFILESANITARY LINE BCALL 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 - 25SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 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 FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE UTILITY PLAN REVIEW BOXELDER SANITATION DISTRICT NORTH B EXISTING 27" RPM SANITARY SEWER TO BE ABANDONED TO THE NORTH IN THE FUTURE PER GATEWAY AT PROSPECT EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY 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+504903.724904.544905.644907.144909.794912.694914.434914.814913.034903.814904.004904.264904.814905.094905.364905.914906.224906.634907.744908.424909.114910.454911.224911.994913.284913.754914.164914.534914.764914.934914.434914.004913.474912.70STA. 10+00.012"x12" TEE w/MRJT.O.P.=4898.80STA. 12+84.80.4° DEFLECTIONT.O.P.=4901.98STA. 16+99.30.5° DEFLECTIONT.O.P.=4908.42STA. 10+45.245° VERTICAL BENDT.O.P.=4896.72STA. 15+53.31.0° DEFLECTIONT.O.P.=4908.42STA. 10+24.045° VERTICAL BENDT.O.P.=4898.79STA. 10+26.145° VERTICAL BENDT.O.P.=4896.72STA. 10+47.645° VERTICAL BENDT.O.P.=4899.12STA. 11+43.70.1° DEFLECTIONT.O.P.=4900.15STA. 13+28.91.4° DEFLECTIONT.O.P.=4902.24STA. 14+96.80.8° DEFLECTIONT.O.P.=4907.43STA. 15+64.1511.25° BENDw/MRJ 4' EACH SIDET.O.P.=4908.42STA. 14+75.6622.5° BEND w/ MRJT.O.P.=4906.77STA. 15+21.0422.5° BEND w/MRJT.O.P.=4907.85STA. 16+32.2145° BEND w/MRJT.O.P.=4908.42STA. 10+00.0012"x12" TEE w/MRJ2 - 12" BFV (N,E)T.O.P.=4898.80STA. 12+84.7912"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (E,W)T.O.P.=4901.98STA. 17+22.3612"x6" SWIVEL TEE w/MRJ1 - 6" GV (E)T.O.P.=4908.24STA. 17+50.0122.5° BEND w/MRJT.O.P.=4908.01STA. 13+28.8912"x12" TEE w/MRJ2 - 12" GV (N,E)CAP 12" (N)T.O.P.=4902.24STA. 14+30.8211.25° BEND w/MRJT.O.P.=4905.39STA. 17+77.77BEGIN HORZ.DEFLECTIONT.O.P.=4907.79FUTURE TOP OF PIPE FUTURE GROUND EXISTING GROUND FUTURE GROUND 30" RCP STORM STA.=10+35.64 INV.=4898.50 8" PVC SANITARY STA.=10+20.61 INV.=4893.63 95 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+00.00END MECH. RESTRAINTSTA: 10+94.7914 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+28.4128 FT OF MECH RESTRAINTEND MECH. RESTRAINTSTA: 16+46.58BEGIN MECH. RESTRAINTSTA: 16+18.588" PVC NON-POTABLE WATER STA.=17+55.06 TOP=4910.18 APPROX. EX. ELEC STA.=15+73.06 TOP±4905.0 APPROX. EX. GAS STA.=15+82.97 TOP±4904.8 APPROX. EX. GAS STA.=17+29.11 TOP±4905.9 APPROX. EX. ELEC STA.=17+41.19 TOP±4906.5 18" MIN. 18" MIN. 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PV C 12" PVC 12" PVC 14 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 17+43.38END MECH. RESTRAINTSTA: 17+57.38FUTURE WATERLINEFUTUREFUTUREFUTUREFUTUREFUTURE FUTUREFUTUREFUTUREFUTUREFUTUREFUTUREFUTURETOP OF PIPE GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.) (TEST WELL) C:\program f i l e s ( x 86 ) \ d o t so f t \ t o o l pa c \ W I P EO U T . BM PWEVWEV SONLY/ / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EVWEVSONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /SSSSSSSSSSSSSSSSH2OHYDE12" WGG OHUOHUOHUOHUOHU/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /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 / / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /27" SS27" SS X X X X X X X X X X X X X X X X XXGASBLBLFESGGGGE E EEEEEEEEG G G G G G 8" ABDN W6" ABDN W6" ABDN W6" ABDN W27" SS 8" SS 1 2 " W12" W12" W 12" W 12" W 12" W 12" W8" W8" W8" SS8" SS12" W 12" W 12" W 12" W 12" W 12" W 1 2 " W WAY 2 321WAY 1 321 WAY 3321 WAY 4 321 WAY 5 321 E E E E E E EE EE EEEVAULTE E E E E TEMP FH w/ 8"X6" REDUCER N:124000.34 E:214423.39 TEMP FH w/ 8"X6" REDUCER N:123997.05 E:214546.38 FUTURE 34' FL-FL WATER LINE J SEE SHEET 9 FUTURE NON-POTABLE WATER LINE B PER GATEWAY AT PROSPECT FUTURE 23' FL-FLFUTURE 68' FL-FL FUTURE 43.11 LF 12" PVC N35°16'47"E FUTURE 27.77 LF 12" PVC N24°01'47"E 284.79 LF 12" PVC N01°31'47"E FUTURE 68.06 LF 12" PVC N46°31'47"E FUTURE 45.38 LF 12" PVC N12°46'47"E FUTURE 44.84 LF 12" PVC N09°43'13"W FUTURE 90.16 LF 12" PVC N01°31'47"E FUTURE 27.64 LF 12" PVC N01°31'47"E STA.=12+84.79 12"X8" CROSS w/MRJ 1 - 12" BFV (S) 2 - 8" GV (E,W)FUTURE STA.=14+75.66 22.5° BEND w/MRJ FUTURE STA.=15+21.04 22.5° BEND w/MRJ FUTURE STA.=15+64.15 11.25° BEND w/MRJ FUTURE STA.=16+32.21 45° BEND w/MRJ FUTURE STA.=17+77.77 BEGIN HORIZ. DEFLECTION STA.=10+00.00 12"X12" TEE w/MRJ 2 - 12" BFV (N,E) FUTURE STA.=14+30.82 11.25° BEND w/MRJ FUTURE STA.=17+50.01 22.5° BEND w/MRJ FUTURE FH N:124404.42 E:214599.16 FUTURE 9' UTILITY EASEMENT FUTURE 5' SIDEWALK FRONTAGE ROAD PROPERTY BOUNDARY (TYP.) STORM DRAIN C SEE SHEET 11 SANITARY LINE B SEE SHEET 5 WATER LINE C SEE SHEET 6 FUTURE 5' SIDEWALK FUTURE 101.93 LF 12" PVC N01°31'47"E 44.10 LF 12" PVC N01°31'47"E STA.=13+28.89 12"X12" TEE w/MRJ 2 - 12" GV (N,E) CAP 12" (N) WATER LINE N SEE SHEET 10 FUTURE STA.=17+22.36 12"x6" SWIVEL TEE w/MRJ 1 - 6" GV (E) FUTURE 5' SIDEWALK FUTURE 5' S I D E W A L K 30' EAST LARIMER COUNTY WATER DISTRICT EASEMENT BY SEPARATE DOCUMENT 6 PLAN & PROFILEWATERLINE BCALL 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 WATERLINE B PROFILE SCALE:STAMATCH LINESEE SHEET18+507NORTH ( 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.ALL WATER CONSTRUCTION SHALL BE PER THE LATEST LARIMER COUNTY WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS SHALL AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF 5.5' FROM FINISHED GRADE TO TOP OF PIPE. 7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS. 8.PVC PIPE WILL BE PVC C900 DR18. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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 SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 257 6 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT WATER B QUICK TRIP SITE IMPROVEMENTS (BY OTHERS) 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+004912.124911.474911.064911.564912.144912.764912.294911.954911.784911.624911.324911.174911.064911.134911.274911.424911.714911.854912.004912.294912.434912.584913.004913.264913.5312" PVC 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC STA. 26+39.21.2° DEFLECTIONT.O.P.=4909.17STA. 26+49.7CONNECT TO EXISTINGWATER LINE12"X12" TAPPING SADDLE w/TB1 - 12" BFV (W)T.O.P.=4909.44STA. 21+01.30.2° DEFLECTIONT.O.P.=4906.46STA. 23+25.00.1° DEFLECTIONT.O.P.=4907.57STA. 24+73.60.1° DEFLECTIONT.O.P.=4908.46STA. 19+41.30.4° DEFLECTIONT.O.P.=4906.34STA. 18+95.60.3° DEFLECTIONT.O.P.=4906.65STA. 21+04.5912"x6" SWIVEL TEE w/MRJ1 - 12" BFV (E)1 - 6" GV (S)T.O.P.=4906.48STA. 21+37.6112"x8" TEE w/MRJ1 - 12" BFV (E)1 - 8" GV (S)T.O.P.=4906.64STA. 25+30.50BEGIN HORIZ.DEFLECTIONT.O.P.=4908.71STA. 25+89.40END HORIZ.DEFLECTIONT.O.P.=4908.96STA. 21+00.82END HORZ.DEFLECTIONT.O.P.=4906.46STA. 18+95.5812"x12" TEE w/MRJ2 - 12" GV (SW,SE)CAP 12" (SW)T.O.P.=4906.65TOP OF PIPE FUTURE GROUND EXISTING GROUND FUTURE GROUND 99 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 25+50.70END MECH. RESTRAINTSTA: 26+49.70/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXX 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 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / /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 XX X X X X X X X X X X X X X X X GAS 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 DW WWWHY D12" 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 FRONTAGE ROAD PROPERTY BOUNDARY (TYP.)58.90 LF 12" PVC R=300.00' WATER LINE K SEE SHEET 9 EXISTING 12" WATER (ELCO) FH N:124620.40 E:214850.98 FUTURE 54' FL-FLEXISTING 20' SANITARY SEWER EASEMENT 30' UTILITY EASEMENT REC. NO. 97004101 30' EAST LARIMER COUNTY WATER DISTRICT EASEMENT BY SEPARATE DOCUMENT 392.89 LF 12" PVC N85°43'41"E 60.30 LF 12" PVC N74°28'41"E STA.=21+00.82 END HORIZ. DEFLECTION STA.=26+49.70 CONNECT TO EXISTING WATER LINE 12"X12" TAPPING SADDLE w/TB 1 - 12" BFV (W) STA.=25+30.50 BEGIN HORIZ. BEND STA.=25+89.40 END HORIZ. BEND 9' UTILITY EASEMENT FUTURE 5' SIDEWALK BOX E L D E R C R E E K STA.=21+04.59 12"X6" SWIVEL TEE w/MRJ 1 - 12" BFV (E) 1 - 6" GV (S) FUTURE WATER LINE PER GATEWAY AT PROSPECT WATERLINE MFUTURE81' ROWUDSTA.=21+37.61 12"X8" TEE w/MRJ 1 - 12" BFV (E) 1 - 8" GV (S) FUTURE STORM DRAIN PER GATEWAY AT PROSPECT NATURAL HABITAT BUFFER ZONE (NHBZ) FUTURE STORM DRAIN PER GATEWAY AT PROSPECT FUTURE 117.81 LF 12" PVC R=299.99' 2 0 5 .2 4 L F 1 2 "P V C R =3 0 0 .0 0 '3.77 LF 12" PVC N85°43'41"E 33.01 LF 12" PVC N85°43'41"E STA.=18+95.58 12"x12" TEE w/MRJ 2 - 12" GV (SW,SE) CAP 12" (SW) 12" W 12" W SAWCUT LINE FUTURE 30' SANITARY SEWER EASEMENT EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY 6 PLAN & PROFILEWATERLINE BCALL 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 WATERLINE B PROFILE SCALE:STAMATCH LINESEE SHEET18+506NORTH ( 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.ALL WATER CONSTRUCTION SHALL BE PER THE LATEST LARIMER COUNTY WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS SHALL AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF 5.5' FROM FINISHED GRADE TO TOP OF PIPE. 7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS. 8.PVC PIPE WILL BE PVC C900 DR18. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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 SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 257 6 UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT WATER LINE N SEE SHEET 10 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+004903.904903.984903.814903.394903.164903.664903.804903.80TOP OF PIPE PROPOSED GROUND EXISTING GROUND 12" PVC12" PVC 12" PVC STA. 10+00.0REMOVE EXISTING12"x8" REDUCER ANDCONNECT TO EXISTING12" WATER LINET.O.P.=4898.37STA. 11+71.212" CAPT.O.P.=4898.80STA. 10+54.60.3° DEFLECTIONT.O.P.=4898.37STA. 11+28.60.3° DEFLECTIONT.O.P.=4898.80STA. 10+75.0445° BEND w/MRJT.O.P.=4898.49STA. 10+11.1645° BEND w/MRJT.O.P.=4898.37STA. 11+28.5512"x12" TEE w/MRJ2 - 12" BFV (N,E)T.O.P.=4898.8028 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+97.16END MECH. RESTRAINTSTA: 10+25.1653 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 11+18.55END MECH. RESTRAINTSTA: 11+71.23FUTURE GROUND APPROX. EX. ELEC STA.=11+53.01 TOP±4901.1 APPROX. EX. ELEC STA.=11+54.01 TOP±4901.1 28 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 10+61.04END MECH. RESTRAINTSTA: 10+89.04W EEV E E UV E S S ONLY / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CA CAW EEV E E UV E S S ONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA CA CA CAXXXXXXXXXSSSS SS 27" SS 27" SSW H2O H2O H2OBLBLBLBL BL B L SS SS SS SS SS SS SS SS SS H2O HY DXXXE 12" W GGOHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W XXXXX8 " A B DN W 8 " A B D N W 8" ABDN W 8" ABDN W 6 " A B D N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W27" SS27" SS27" SS8" SS 8" SS 8" SS12" W 12" W 12" W12" W12" W8" SS 8" SS EEEEEEEEEEEEVAULTEEFUTURE STORM DRAIN PER GATEWAY AT PROSPECT PROSPECT ROAD 11.16 LF 12" PVC S88°06'28"E 63.88 LF 12" PVC N49°58'01"E 15' UTILITY & DRAINAGE EASEMENTTO THE CITY OF FORT COLLINSRECEPTION NO. 2016001847310' WATER PIPELINEEASEMENT TO ELCORECEPTION NO. 20160018473STA.=10+75.04 45° BEND w/MRJ STA.=11+28.55 12"x12" TEE w/MRJ 2 - 12" BFV (N,E) STA.=10+00.00 REMOVE EXISTING 12"X8" REDUCER AND CONNECT TO EXISTING 12" WATER LINE STA.=10+11.16 45° BEND w/MRJ 53.52 LF 12" PVC S89°27'52"E 42.68 LF 12" PVC S89°27'52"E STA.=11+71.23 12" CAP DRAINAGE EASEMENT BY SEPARATE DOCUMENT FRONTAGEROADEXISTING 80' ROW PROPERTY BOUNDARY (TYP.) STORM DRAIN C SEE SHEET 11 SANITARY LINE B SEE SHEET 5 WATERLINE B SEE SHEET 8 FUTURE 85' FL-FL (WIDTH VARIES) FUTURE 152' ROW (WIDTH VARIES) EXISTING UNDERGROUND ELECTRIC EXISTING UNDERGROUND GAS FUTURE 9' UTILITY EASEMENT 30' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 56' EOA-FL BY OTHERS (WIDTH VARIES) 8 PLAN & PROFILEWATERLINE CCALL 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 WATERLINE 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.ALL WATER CONSTRUCTION SHALL BE PER THE LATEST LARIMER COUNTY WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS SHALL AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF 5.5' FROM FINISHED GRADE TO TOP OF PIPE. 7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS. 8.PVC PIPE WILL BE PVC C900 DR18. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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 SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT C QUICK TRIP SITE IMPROVEMENTS (BY OTHERS) GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.)(TEST WELL)C:\program files (x86)\dotsoft\toolpac\WIPEOUT.BMPW EV / / / / / / / // / / / / / / // / / / / / / // / / / / / / /EV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXX/ / / / / / / // / / / / / / // / / / / / / /XXXEEGG12" W12" W12" W8" W 8" W 12" W12" WWAY 2 3 2 1 WAY 1 3 2 1 WAY 3 3 2 1WAY 4 3 2 1 WAY 5 3 2 1 EEEEEEEEEFUTURE 23' FL-FL FRONTAGE ROADFUTURE 9' UTILITY EASEMENTFUTURE 34' FL-FL 75.94 LF 8" PVC S88°28'13"E 47.10 LF 8" PVC S88°28'39"E STA.=10+00.00 12"x8" CROSS w/MRJ 1 - 12" BFV (S) 2 - 8" GV (W,E) STA.=9+24.06 TEMP FH ASSEMBLY & 8"X6" REDUCER w/MRJ STA.=10+47.10 TEMP FH ASSEMBLY & 8"X6" REDUCER w/MRJ WATER LINE B SEE SHEET 6 FUTURE 67' FL-FL FUTURE 5' SIDEWALKFUTURE 5' SIDEWALKQUICK TRIP SITE IMPROVEMENTS (BY OTHERS) EXISTING 30' EOA-EOA EXISTING GAS EXISTING ELECTRIC EXISTING CDOT ROW 61' EOA-FL BY OTHERS (WIDTH VARIES) 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 FUTURE GROUND FUTURE GROUND 8" PVC 8" PV C 8" PVC STA. 9+24.1TEMP FH ASSEMBLY &8"X6" REDUCER w/MRJT.O.P.=4901.98STA. 10+00.01.4° DEFLECTIONT.O.P.=4901.98STA. 10+27.61.4° DEFLECTIONT.O.P.=4901.31STA. 10+47.1TEMP FH ASSEMBLY &8"x6" REDUCER w/MRJT.O.P.=4901.31STA. 10+00.0012"x8" CROSS w/MRJ1 - 12" BFV (S)2 - 8" GV (W,E)T.O.P.=4901.98EXISTING GROUND 4901.984901.984901.984901.984901.37123 FT OF MECH RESTRAINT BEGIN MECH. RESTRAINTSTA: 9+24.06END MECH. RESTRAINTSTA: 10+47.106" PVC ELECTRIC STA.=10+25.62 INV.=4903.46 4" POLY GAS STA.=10+32.06 INV.=4902.30 UD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /X X X X X X X X X X X X X X X X X X X / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / / 27" S S 27" S S 27" S S 27" S S 27" S S 27" S S 8" S S X X X X X X X X X X X X X VAULT ELECBLBL BL BL BL VAULT ELEC GGGGGGGGE E E E E E E12" W 12" W 12" W 12" W 12" W 12" W STA.=10+00.00 12"X8" TEE w/MRJ 1 - 12" BFV (E) 1 - 8" GV (S) STA.=10+28.83 TEMP FH ASSEMBLY & 8"X6" REDUCER w/MRJ 28.83 LF 8" PVC S04°16'19"E WATER LINE B SEE SHEET 7FUTURE 54' FL-FLFUTURE81' ROWFUTURE 9' UTILITY EAS E M E N T FUTURE 5' SIDEWALK 9' UTILITY EASEMENT FUTURE 5' SIDEWALK EXISTING GAS EXISTING ELECTRIC FUTURE STORM DRAINS PER GATEWAY AT PROSPECT PROPOSED SAWCUT EXISTING EDGE OF ASPHALT EXISTING SIGN DRAINAGE EASEMENT BY OTHERS 4885 4890 4895 4900 4905 4910 4915 4920 4925 4885 4890 4895 4900 4905 4910 4915 4920 4925 9+50 10+00 10+50 8" PVC EXISTING GROUND FUTURE GROUND 4906.454906.45TOP OF PIPE FUTURE GROUNDSTA. 10+00.012"x8" TEE w/MRJ1 - 12" BFV (E)1 - 8" GV (S)T.O.P.=4906.45STA. 10+28.8TEMP FH ASSEMBLY &8"x6" REDUCER w/MRJT.O.P.=4906.459 PLAN & PROFILEWATER LINE J & KCALL 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 ( 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.ALL WATER CONSTRUCTION SHALL BE PER THE LATEST LARIMER COUNTY WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS SHALL AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF 5.5' FROM FINISHED GRADE TO TOP OF PIPE. 7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS. 8.PVC PIPE WILL BE PVC C900 DR18. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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 SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25PROFILE SCALE: UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT J PROFILE SCALE: K WATER LINE K EXISTING FENCE (TYP.) GREASE INTERCEPTOR(RE: CIVIL FOR EXACT LOCATION.) (TEST WELL) C:\program files ( x 8 6 ) \ do t s o f t \ t oo l p a c \W I P E O UT . B M PW12" W 12" W 12" W12" W 12" W 12" W 12" W 12" W 12" W 12" W 1 2 " W WAY 2321WAY 1321 WAY 3 321 WAY 4 321 WAY 5321 EE EEEE E EV/ / / / / / / // / / / / / / // / / / / / / /EV/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X XXXXXX/ / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /27" SS27" SS27" SS27" SS27" SS27" SS27" SS X X X X X X X X X X X X X X X X XXXXGASBLB L BLBLBLBLBLB L BLBLBL BL BLFESGGGGGE E EEEEEEEEEG G G G G GSTA.=10+42.56 90° BEND w/MRJ STA.=10+65.54 11.25° BEND w/MRJ STA.=14+50.68 11.25° BEND w/MRJ STA.=14+95.84 22.5° BEND w/MRJ STA.=15+56.35 90° BEND w/MRJ STA.=15+98.69 12"x12" TEE w/MRJ 2 - 12" GV (SW,SE) CAP 12" (SW) STA.=10+00.00 12"x12" TEE w/MRJ 2 - 12" GV (N,E) CAP 12" (N) 42.56 LF 12" PVC S88°28'13"E 22.97 LF 12" PVC N01°31'47"E 385.14 L F 1 2 " P V C N12°46 ' 4 7 " E 42.34 LF 12" PVC N43°28'13"W 45.16 LF 12" PVC N24°01'47"E 60.52 LF 12" PVC N46°31'47"E WATER LINE J SEE SHEET 9 FUTURE 23' FL-FL FUTURE FH N:124404.42 E:214599.16 FUTURE 9' UTILITY EASEMENT FUTURE 5' SIDEWALK FUTURE 5' SIDEWALK FUTURE WATER LINE B SEE SHEET 6VAULT VAULTVAULTWATER LINE B SEE SHEET 6 QUICK TRIP SITE IMPROVEMENTS (BY OTHERS) EXISTING 29.65' EOA-EOA 9' UTILITY EASE M E N T EXISTING GAS EXISTING UNDERGROUND ELECTRIC 30.00' EAST LARIMER COUNTY WATER DISTRICT EASEMENT BY SEPARATE DOCUMENT FUTURE NON-POTABLE WATER LINE B PER GATEWAY AT PROSPECT EXISTING 100-YR FLOODPLAIN EXISTING 100-YR FLOODWAY WATER LINE B SEE SHEET 7 61.00' EOA-FL BY OTHERS (WIDTH VARIES) F R O N T A G E R O A D 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 16+504902.244901.784901.334901.284901.444901.674901.894902.114902.334902.564902.784903.004903.224903.434903.524903.614903.704903.794903.884903.974904.164904.374904.654905.52EXISTING GROUND TOP OF PIPE FUTURE GROUND EXISTING GROUND STA. 10+00.012"x12" TEE w/MRJ2 - 12" GV (N,E)CAP 12" (N)T.O.P.=4902.24STA. 10+52.61.0° DEFLECTIONT.O.P.=4901.28STA. 15+98.712"x12" TEE w/MRJ2 - 12" GV (SW,SE)CAP 12" (SW)T.O.P.=4906.65STA. 14+81.30.3° DEFLECTIONT.O.P.=4903.99STA. 10+81.90.5° DEFLECTIONT.O.P.=4901.28STA. 13+22.70.3° DEFLECTIONT.O.P.=4903.42STA. 15+46.51.1° DEFLECTIONT.O.P.=4904.56STA. 15+65.51.2° DEFLECTIONT.O.P.=4905.07STA. 10+42.5690° BEND w/ MRJT.O.P.=4901.47STA. 10+65.5411.25° BEND w/ MRJT.O.P.=4901.28STA. 14+50.6811.25° BEND w/ MRJT.O.P.=4903.88STA. 14+95.8422.5° BEND w/ MRJT.O.P.=4904.12STA. 15+56.3590° BEND w/ MRJT.O.P.=4904.8212" PVC 12" P V C 12" PVC 12" PVC 12" PVC 12" PVC 12" PVC 64 FT OF M E C H R E S T R A I N T BEGIN MECH. RESTRAINTSTA: 10+11.19END MECH. RESTRAINTSTA: 10+75.0097 FT OF M E C H R E S T R A I N T BEGIN MECH. RESTRAINTSTA: 14+88.86END MECH. RESTRAINTSTA: 15+85.7210 PLAN & PROFILEWATER LINE NCALL 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 PROFILE SCALE: WATER LINE N 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.ALL WATER CONSTRUCTION SHALL BE PER THE LATEST LARIMER COUNTY WATER DISTRICT STANDARD CONSTRUCTION SPECIFICATIONS LATEST EDITION. 3.ALL WATER FITTINGS SHALL AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.ALL WATERLINES SHALL HAVE A MINIMUM COVER OF 4.5' AND A MAXIMUM COVER OF 5.5' FROM FINISHED GRADE TO TOP OF PIPE. 7.ALL TEES AND CROSSES SHALL USE FOSTER ADAPTERS AND MEGALUGS. 8.PVC PIPE WILL BE PVC C900 DR18. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY STREET REPAIR STANDARDS. 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 SDPROPOSED SUBDRAIN NPPROPOSED NON-POTABLE WATER FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 N UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT 8" SS 8" SS 8" SS12" W 12" W 12" W12" W12" W8" SS 8" SS EEEEEEEEEEEEVAULTEEW EV S S ONLY / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CA W EV S S ONLY/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / CA CAXXXXXXXXXXXSSSSSS 27" SS 27" SSW SS SS H2OBLBLBLBLBLBLBLBLBLBL BLBLBL SS SS SS SS SS SS SS SS SS H2O HY DXXX XXXXE 12" W GGOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 12" W 12" W 12" W 12" W XXXXXX8 " A BDN W 8 " A B D N W 8" ABDN W 8" ABDN W6" ABDN W 6 " A B D N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W27" SS27" SS27" SSEXISTING 123' ROW (WIDTH VARIES) PROSPECT ROAD WATER LINE B SEE SHEET 8 SANITARY LINE B SEE SHEET 5 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 FES C7 STA 14+70.72 N: 123753.28 E: 214609.38FES C1 STA 10+00.00 N: 123698.03 E: 214158.04 DETENTION POND EX. 27" SANITARY SEWER (BOXELDER SANITATION)BOXELDER CREEK 31.70 LF 30" RCP @ 0.40% 175.11 LF 30" RCP @ 0.40% 52.81 LF 30" RCP @ 0.40% DRAINAGE EASEMENT BY SEPARATE DOCUMENT 30'' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 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 EXISTING 100-YR FLOODPLAIN WATER LINE C SEE SHEET 6 FRONTAGE ROAD196.40 LF 30" RCP @ 0.40% STMH C6 (6'Ø) STA 14+56.03 N: 123752.77 E: 214594.70 14.69 LF 30" RCP @ 0.40% PROVIDE 30" RCP @0.4% STUB FOR STORM EXTENSION BY OTHERS PROVIDE 18" RCP @0.5% STUB FOR STORM EXTENSION BY OTHERS 23.00 LF 18" HDPE @ 0.50% ST STUB C2-1 INV. OUT=4897.93 (S) 23.00 LF 30" RCP @ 0.40% ST STUB C6-1 INV. OUT=4899.00 (S) QUICK TRIP SITE IMPROVEMENTS (BY OTHERS) QUICK TRIP SITE GRADING (BY OTHERS) EXISTING 100-YR FLOODWAY DETENTION POND OUTLET STRUCTURE BY OTHERS 30' BOXELDER SANITATION DISTRICT EASEMENT BY SEPARATE DOCUMENT 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%STMH C2 (6'Ø)STA 10+31.70RIM 4901.9±INV. IN 4897.82 (N)INV. IN 4897.22 (E)INV. OUT 4897.22 (SW)175.11 LF 30" RCP @ 0.40% 52.81 LF 30" RCP @ 0.40%STMH C4 (5'Ø)STA 12+06.81RIM 4903.5±INV. IN 4897.91 (NE)INV. OUT 4897.91 (W)196.40 LF 30" RCP @ 0.40%STMH C5 (5'Ø)STA 12+59.62RIM 4904.2±INV. IN 4898.12 (E)INV. OUT 4898.12 (SW)FES C7STA 14+70.72INV. 4898.97 (W)FUTURE GROUND BY OTHERS EXISTING GROUND 12" PVC WATER STA.=13+53.91 TOP=4896.72 18" MIN. 8" PVC SANITARY STA.=14+41.03 INV.=4894.28EX. 27" PVC SANITARY STA.=10+42.15 INV.=4891.74 100-YEAR HGL PRIVATE STORM FUTURE GROUND PER GATEWAY AT PROSPECT STMH C6 (6'Ø)STA 14+56.03RIM 4903.5±INV. IN 4898.91 (E)INV. IN 4898.91 (N)INV. OUT 4898.91 (W)14.69 LF 30" RCP @ 0.40% PROPOSED GROUND 11 PLAN & PROFILESTORM DRAIN CCALL 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 SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 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 FEMA 100-YR FLOODPLAIN FEMA 100-YR FLOODWAY EROSION BUFFER LIMITS BL PROPOSED 100-YR FLOODPLAIN PROPOSED 100-YR FLOODWAY NATURAL HABITAT BUFFER ZONE KEYMAP / / / / / / / // / / / / / / // / / / / / / /PROSPECT RD INTERSTATE - 25STORM DRAIN C PROFILE SCALE: NORTH PROSPECT RD C SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 12 SANITARY SEWER DETAILSUTILITY 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 901 902TYPICAL GROUNDWATER BARRIER 903TRENCH BEDDING DETAIL STANDARD MANHOLE SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 12 WATER DETAILSUTILITY 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 1001 TYPICAL FIRE HYDRANT INSTALLATION VALVE DETAIL TRENCH AND BEDDING DETAIL TRENCH DETAIL WATER MAIN LOWERING DETAIL AIR RELIEF/VACUUM VALVE TYPICAL THRUST BLOCK DETAIL100210031004 1005 1006 1007 SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 14 WATER DETAILSUTILITY 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 1101 TRACE WIRE BOX DETAIL SheetQUICK TRIP NO. 4248 OFFSITEThese 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 15 15 DRAINAGE DETAILSCALL 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 CONCRETE END SECTIONS E C B E E C D PLAN 1501 STORMWATER BEDDING REQUIREMENTS STANDARD MANHOLE FLAT TOP MANHOLE o MANHOLE CHANNELING150215031504 1505