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HomeMy WebLinkAboutTHE QUARRY BY WATERMARK - PDP200019 - SUBMITTAL DOCUMENTS - ROUND 3 - UTILITY PLANSPROSPECT ROADSHIELDS STREETLAKE STREET PITKIN STREET STUART STREET HOBBIT ST.SHEELY DR . HILL POND R D . CONNECTOR LOCAL STREET SECTION MODIFIED - (HOBBIT STREET)EX. 8' PARKING LANE10' TRAVEL LANEEX. 10' TRAVEL LANEEXISTING DRIVE-OVER CURB & GUTTER VERTICAL CURB & GUTTER 57' ROW EX . 9' UTIL. ESMT. 9' UTIL. ESMT. 4.5' WALK EX. 6' PKWY. 36' - 6' PKWY. EX. 4.5' WALK 8' PARKING LANECALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. before you dig.Call R MAY 2021 UTILITY PLANS FOR CONTACT INFORMATION PROJECT TEAM: Ripley Design, Inc. 419 Canyon Avenue, Suite 200 Fort Collins, CO. 80521 (970) 224-5828 Watermark Residential 111 Monument Circle, Suite 1500 Indianapolis, IN. 46204 (317) 853-5459 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 Northern Engineering Services, Inc. Danny Weber, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 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 E N G I N E E R N GI EHTRON R N PLANNER/ LANDSCAPE ARCHITECT 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: PROJECT LOCATION VICINITY MAP NORTH DEVELOPER/APPLICANT SITE ENGINEER SURVEYOR ORIGINAL FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: PROJECT BENCHMARKS: SHEET INDEX THE QUARRY BY WATERMARK GAS-----------------------Xcel Energy-----------------------------Al Ermer (970) 225-7869 ELECTRIC--------------City of Fort Collins Light & Power--Luke Unruh (970) 416-2724 CABLE-------------------Comcast----------------------------------Don Kapperman (970) 567-0245 TELECOM.-------------Qwest Local Network------------------Bill Johnson (970) 377-6401 WATER------------------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 WASTEWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 STORMWATER-------City of Fort Collins Utilities-----------Matt Simpson (970) 416-2754 W/WW INSPECTOR--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179 Earth Engineering Consultants, LLC. "GEOTECHNICAL EXPLORATION REPORT SHIELDS MIXED USE DEVELOPMENT SOUTH OF HOBBIT STREET, EAST OF SOUTH SHIELDS STREET" Soilogic Project No. 1152075 Date: August 21, 2015 PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 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 CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. 1 CS1 COVER SHEET 2 CS2 GENERAL & CONSTRUCTION NOTES 3 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 4 PV1 PAVING PLAN 5 OU1 OVERALL UTILITY PLAN 6-9 U1-U4 UTILITY PLAN 10 SS1 SANITARY SEWER LINES A & A2 PLAN & PROFILE 11 SS2 SANITARY SEWER LINES B & B1 PLAN & PROFILE 12 SS3 SANITARY SEWER LINES C & D PLAN & PROFILE 13 ST1 STORM DRAIN 1 PLAN & PROFILE 14 ST2 STORM DRAINS 1-6 & 1-7 PLAN & PROFILE 15 ST3 STORM DRAINS 2 & 3 PLAN & PROFILE 16 ST4 STORM DRAINS 4, 4-4A, & 4-4B PLAN & PROFILE 17 ST5 STORM DRAINS 5 & 5-5 PLAN & PROFILE 18 ST6 STORM DRAIN 6 & UNDERDRAIN PLAN & PROFILE 19 OG1 OVERALL GRADING PLAN 20 -23 G1-G4 GRADING PLAN 24 INT1 INTERSECTION STRIPING PLAN 25 H1 HISTORIC DRAINAGE PLAN 26 DR1 DRAINAGE PLAN 27 EC1 EROSION CONTROL PLAN 28 EC2 EROSION CONTROL DETAILS CS1 COVER SHEET1 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 TYPICAL SECTIONS BEING A REPLAT OF LOTS 1-5, TRACT "A", TRACT "B", ALABASTER COURT, COROMANDEL CIRCLE AND STUART STREET, PULSE P.U.D. FILING ONE, LOCATED IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO Intermill Land Surveying, Inc.Northern Engineering Services, Inc. Company Project No. P-11-6963 Company Project No. 838-016 Date: April 2011 Date: July 2015 King Surveyors Company Project No. 20190806 Date: January 2020 City of Fort Collins, CO UTILITY PLAN APPROVAL APPROVED: CITY ENGINEER,APPROVED SHEETS DATE APPROVED: WATER & WASTEWATER UTILITY,APPROVED SHEETS DATE APPROVED: STORMWATER UTILITY,APPROVED SHEETS DATE APPROVED: PARK PLANNING & DEVELOPMENT,APPROVED SHEETS DATE APPROVED: TRAFFIC OPERATIONS,APPROVED SHEETS DATE APPROVED: ENVIRONMENTAL PLANNER,APPROVED SHEETS DATE CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what's below. 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 sanitary sewer, storm sewer and water line 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 Preliminary Drainage and Erosion Control Report for The Quarry by Watermark, dated May 5, 2021 by Northern Engineering Services, Inc. shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer 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 the City of Fort collins. 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 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 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 CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. 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.Portions of the property are within FEMA Floodplain Zone AE, Fort Collins designated Floodplain and Fort Collins designated floodway. A Floodplain Use Permit is required for any development within the floodplain. See Grading Plan for detailed notes concerning construction within the floodplain and floodway. 49.Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage 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.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.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. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. F. Floodplain Notes 1.Portions of this property are located in the Cityregulated, 100year Canal Importation floodplain/floodway as well as the FEMA Regulated Spring Creek 100year floodplain/floodway. Any development within the floodplain must comply with the safety regulations of Chapter 10 of City Municipal Code. 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 City of Fort Collins floodplain limits as delineated on the Final Subdivision Plat 2.“Any construction activities, nonstructural development (bridges, sidewalks, culverts, vegetation, curbcuts, grading, etc.) in the regulatory floodway must be preceded by a NoRise Certification, which must be prepared by a professional engineer licensed in the State of Colorado. 3.No storage of materials or equipment shall be allowed in the floodway, whether temporary (during construction) or permanent. 4.Any pedestrian bridges in the floodway that are not able to pass the 100 year flow are required to be “breakaway” and tethered. CS2 CONSTRUCTION NOTESGENERAL &2 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 V.P. CABLE F.O. HY DVAULT ELEC VAULT ELECVAULT ELEC T E S S MH S SSS S S T S H2O TRAFFIC VAULTT SVAULT ELEC S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR IRR W V.P. CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS S 15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 8 " S S 8" SS 8" SS 8" SS 8" SS8" SS/ / / / / / / /EEEEEEEEEETTTTTTTTGGGGGGGGGGGWW W W W W W W 12" W12" W12" W12" W12" W12" WEFOEEEEEEEEEGGGGGGXXXXXXXXXXX30" W30" W30" W30" W30" W30" W30" W36" W36" W36" WFDC FS E E E E U D U D U DUDUD UD UD UD UD UD UDSSWWW S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD F.O. D S S HY DMH S HY DMM MH ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXXXXXXXSTSTSTSTSTSS 30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS S SSSSSSSSSSSSSSEXISTING 8" WATERLINE EXISTING 21" CLAY SANITARY SEWER EXISTING 18" CLAY SANITARY SEWER EXISTING 8" SANITARY SEWER TO BE RELOCATED EXISTING 12" WATERLINE EXISTING 21" CLAY SANITARY SEWER EXISTING 30" WATERLINE FEMA 100-YR HIGH RISK FLOOD FRINGE LANDMARK APARTMENTS TREES TO BE REMOVED (TYP.) EXIST I N G S P R I N G C R E E K T R A I LS SHIELDS ST.HOBBIT ST. CITY OF FORT COLLINS 100-YR FLOODPLAIN FEMA 100-YR HIGH RISK FLOOD FRINGE EXISTING UNDERDRAIN EXISTING 40' ROW EXISTING 40' ROWWALLENBERG DR . EXISTING 5' SIDEWALK 36' FL-FL EXISTING IRRIGATION SERVICE EXISTING FENCE TO BE REMOVED EXISTING12" WATERLINE 40' UTILITY EASEMENT TO BE VACATED 24' UTILITY & ACCESS EASEMENT TO BE VACATED 28' UTILITY & ACCESS EASEMENT TO BE VACATED 28' UTILITY EASEMENT TO BE VACATED 15' UTILITY EASEMENT TO BE VACATED 40' UTILITY EASEMENT TO BE VACATED 20' UTILITY EASEMENT TO BE VACATED 10' UTILITY EASEMENT TO BE VACATED 8' UTILITY EASEMENT TO BE VACATED 20' DRAINAGE EASEMENT TO BE VACATED 20' UTILITY & ACCESS EASEMENT TO BE VACATED 8' UTILITY EASEMENT TO BE VACATED 15' UTILITY EASEMENT TO BE VACATED 40' UTILITY EASEMENT TO BE VACATED 8' UTILITY EASEMENT TO BE VACATED 8' UTILITY EASEMENT TO BE VACATED DRAINAGE EASEMENT REC. NO. 20200015504 20' UTILITY EASEMENT TO BE VACATED 120' DRAINAGE EASEMENT TO BE VACATED REC. NO. 87043454 25' TEMPORARY CONSTRUCTION EASEMENT TO BE VACATED REC. NO. 90019873 80' DRAINAGE EASEMENT TO BE VACATED REC. NO. 87043454 15' SLOPE EASEMENT TO BE VACATED REC. NO. 90019873 28' UTILITY & ACCESS EASEMENT TO BE VACATED EXISTING 8" SANITARY SEWER TO BE RELOCATED EXISTING UNDERDRAIN 54' ROW TO BE VACATED EXISTING ELECTRIC VAULT (TYP.)EXIST ING 8 ' TRA IL EXISTING CANAL IMPORTATION SPRIN G C R E E K EASEMENT TO BE VACATED EXISTING SANITARY SEWER MH FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY EXISTING IRRIGATION METER TO BE RELOCATED W STUART ST.EXISTING PAVEMENT TO BE REMOVED SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 EX1 DEMOLITION PLANEXISTING CONDITIONS &3 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. Feet06060 60 120 180 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: SUBSURFACE EXPLORATION BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. EXISTING OVERHEAD UTILITY OHE Intermill Land Surveying, Inc.Northern Engineering Services, Inc. Company Project No. P-11-6963 Company Project No. 838-016 Date: April 2011 Date: July 2015 King Surveyors Company Project No. 20190806 Date: January 2020 Earth Engineering Consultants, LLC Geotechnical Exploration Report Shields Mixed Use Development South of Hobbit Street, East of South Shields Street. Fort Collins, CO. EEC Project No. 1152075 KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST MH / / / / / / / /MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXMCCOY JOHN H/SHERRY P 1900 S SHIELDS ST 6' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK 6' SIDEWALK 9' SIDEWALK6' SIDEWALK 9' SIDEWALK 6' SID E W A L K 10' SI D E W A L K 7' SIDEWALK4' SIDEWALK 5' SIDEWALK 10' SIDEWALK6' SIDEWALK S SHIELDS ST.HOBBIT ST.WALLENBERG DR.10' SIDEWALK 10' SIDEWALK 11' SIDEWALK 6' SIDEWALK 4' SIDEWALKEXIST ING 8 ' TRA IL SPRIN G C R E E K EXIS TI N G S P RI N G C R E E K T R AI LEXISTING SIDEWALKLOT 1 TRACT B TRACT A TRACT C CANAL IMPORTATIONBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXBBBBBBBBB8.5'8.5' 8' 8' 8' 17' 9' 9'8' 9' 9' 8' 9' 9' 9' 9' 9' 9' 9' 9' 9' 8.5' 8.5' 8.5' 8' 8' 8.5' 8.5' 8.5' 8.5'8.5' 5' 8' 8.5'8.5' 8.5'17' 17' 17'17' 17'17' 17' 8.5' 8.5' 17' 17' 21' 8.5'17' 8.5' 17' 17' 8.5' 17' 8.5' 17' 17' 17' 8.5' 8.5' 8.5' 8.5' 8.5' 17' 17' 17' 16.5' 15.5'15.5' 17'17'17' 17' 8.5' 8.5' 8.5' 8.5' 17' 15' 15' 17' 9' 9' 26' FL-FL 26' FL-FL 26' FL-FL 31' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 60' FL-FL 20' FL-FL PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 6' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN EXISTING SIDEWALK CULVERT FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN RAIN GARDEN BIOMEDIA AREA PROPOSED 4' SIDEWALK CULVERT FEMA 100-YR HIGH RISK FLOOD FRINGE NATURAL AREA BUFFER 21' PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN MATCH INTO EXISTING SIDEWALK, CURB, AND GUTTER 26' FL-FL 33' WATER EASEMENT 9' SIDEWALK9' SIDEWALK8' SIDEWALK9' SIDEWALK5' SIDEWALK9' SIDEWALK 21'6' SIDEWALK8'15' PROPOSED 4' CONCRETE PAN 8.5'17' 6' SIDEWALK 9' SIDEWALK 6' SIDEWALK 5' SIDEWALK8' 21'9' SIDEWALK5' SIDEWALK 8.5' 21' 16.5' 17' 8.5' 5' 8' 23' 26' FL-FL PROPOSED LANDSCAPE WALL (RE: LANDSCAPE) PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE EXISTING RAMP TO BE UPDATED TO CURRENT CITY STANDARDS EXISTING RAMP TO BE UPDATED TO CURRENT CITY STANDARDS EXISTING RAMP TO BE UPDATED TO CURRENT CITY STANDARDS 50' PUBLIC ACCESS & TRAIL EASEMENT 50' PUBLIC ACCESS & TRAIL EASEMENT PROPOSED LANDSCAPE WALL (TYP.) CITY OF FORT COLLINS 100-YR FLOODWAY FEMA 100-YR FLOODWAY PROPOSED STRIPING (TYP.) 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT EXISTING STRIPING (TYP.) PROPOSED LANDSCAPE WALL 26' EMERGENCY ACCESS EASEMENT NATURAL AREA BUFFER PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE 4.5' SIDEWALK 4' SIDEWALK 7' SIDEWALKPROPOSED 4' CONCRETE PAN 4.5' SIDEWALK 7' SIDEWALKBUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 INTERSECTION STRIPING DETAILS SEE SHEET INT1 12' ACCESS EASEMENT 24' ACCESS EASEMENT PROPOSED 2' PAN w/ 6" CURBS PROPOSED 2' PAN w/ 6" CURBS PROPOSED MAINTENANCE ACCESS PATH PROPOSED MAINTENANCE ACCESS PATH SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 PV1 PAVING PLAN4 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. Feet04040 40 80 120 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 4.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, 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. 5.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 6.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 7.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 8.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 9.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST EXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±10' LANEPROPOSED ±9' TURN LANEEXISTING ±10' LANEEXISTING ±10' LANEEXISTING ±10' LANEEXISTING ±10' TURN LANEEXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFER V.P. CABLE F.O.HY DVAULT ELEC VAULT ELECVAULT ELEC T E S S MH S SSS S S T S H2O TRAFFIC VAULTT SVAULT ELEC S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR IRR W V.P. CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS S 15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS8" SS8" SS 8" SS 8" SS/ / / / / / / /EEEEEEEEEETTTTTTTTGGGGGGGGGGGWW W W W W W W 12" W12" W12" W12" W12" W12" WEFOEEEEEEEEEGGGGGG30" W30" W30" W30" W30" W30" W30" W36" W36" W36" WFDC FS UDE E E E E UDU D U D U D U DUDUD UD UD UD UD UD UDSSSSWWW S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD F.O. D S S HY DMH S HY DMM MH ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXXXXXXXSTSTSTSTSTSS 30" W S SSSSSSSSSSSSSSBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXBBBBBBBBBE E E E G G G G G G G G G GEEETTGT E E TTG TTT TE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELECGGEEEEEEE UDUDUDUD G GEEE G G G UD EEEE E E E EE G G GGGGE E E E EEEEEE E E GG G G G G G G G GGGGGGG G G G G G G G GETEE E TE E E E EGG GG FDC FDC FDCFDCFDC FDC FDC FDCS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE EXISTING 21" CLAY SANITARY SEWER EXISTING 18" CLAY SANITARY SEWER PROPOSED 8" PVC WATER EXISTING WATERLINEEXISTING 12" WATERLINE EXISTING 12" WATERLINE EXISTING 36" WATERLINE EXISTING ELECTRIC VAULT (TYP.) EXISTING 8" PVC SANITARY SEWER EXISTING 15" SANITARY SEWER EXISTING UNDERDRAIN 4' SANITARY MANHOLE (TYP.) PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 33' WATERLINE EASEMENT 48' SANITARY SEWER EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED FIRE HYDRANT PROPOSED OUTLET STRUCTURE RAIN GARDEN BIOMEDIA AREA SPRING CREEK EXIST ING 8 ' TRA IL EXISTI N G S P R I N G C R E E K T R A I L NATURAL AREA BUFFER LOT 1 TRACT B TRACT A TRACT C PROPOSED FIRE HYDRANT CANAL IMPORTATIONCONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE EXISTING FIRE HYDRANT PROPOSED 8" PVC WATER EXISTING FIRE HYDRANT CONNECT TO EXISTING SANITARY CONNECT TO EXISTING SANITARY CONNECT TO EXISTING SANITARY EXISTING FIRE HYDRANT CONNECT TO EXISTING SANITARYCONNECT TO EXISTING SANITARY EXISTING 26" STORM EXISTING 30" STORM EXISTING 18" CLAY SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) SANITARY LINE A SEE SHEET SS1 SANITARY LINE B SEE SHEET SS2 SANITARY LINE C SEE SHEET SS3 STORM DRAIN 1 SEE SHEET ST1 PROPOSED 4' SIDEWALK CULVERT FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN SANITARY LINE A2 SEE SHEET SS1 STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 PROPOSED 8" PVC WATER STORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 6 SEE SHEET ST6 UNDERDRAIN SEE SHEET ST6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 PROPOSED 2' CONCRETE PAN CONNECT TO EXISTING WATER LINE W STUART ST. SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 OU1 OVERALL UTILITY PLAN5CALL 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. Feet06060 60 120 180 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 CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U1 U2 U3 U4 HY DVAULT ELEC SS SSS TRAFFIC VAULTT SVAULT ELEC S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR IRR W V.P. CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS S 15" SS15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS8" SS8 " S S 8" SS 8" SS 8" SS 8" SS 8" SS8" SSEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGGGGWWEW W W W W W W W W W W W W W WW 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WWEEEEEEE15" SS30" W36" W36" W36" W36" WWWWUDUDUDUD W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W EXISTING 8" WATERLINE EXISTING 18" CLAY SANITARY SEWER EXISTING 12" WATERLINE EXISTING 12" WATERLINE EXISTING 36" WATERLINE EXISTING ELECTRIC VAULT (TYP.) 30' HALF ROW 6' SIDEWALK6' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK 6' SIDEWALK 9' SIDEWALK9' SIDEWALK 8' SIDEWALK 4.5' SIDEWALK S SHIELDS ST.HOBBIT ST. 4.5' SIDEWALK 5' SIDEWALK9' SIDEWALKEXISTING 8" PVC SANITARY SEWER SSSS SSWWWFFFFFFE E E E G G G GEGG GTEE E TTGGG G TTTE TSEEE E VAULT ELEC VAULT ELEC EEEEEE E E E E E EEEEEWUD EE E E E E E E E E E E EEEEEWE E E E E E E GGG G G G G G G G W G G G G G G G G G G GGGGGGGGGGGGGG G G G G G G G G G G G G G G G SSEEEE E E E GG G G FDC FDC FDCFDCFDC FDC FDC PROPOSED 8" PVC WATER EXISTING 15" SANITARY SEWER PROPOSED SANITARY SERVICE (TYP.) PROPOSED FIRE SERVICE (TYP.) PROPOSED WATER SERVICE (TYP.) 26' FL-FL 6' SID E W A L K 31' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL EXISTING 30" WATERLINE PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN EXISTING 21" CLAY SANITARY SEWER 6' SIDEWALK PROPOSED FIRE HYDRANT PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 33' WATERLINE EASEMENT PROPOSED FIRE HYDRANT PROPOSED 8" PVC WATER EXISTING SIDEWALKLOT 1 LOT 1 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING 8" PVC WATER EXISTING UNDERDRAIN EXISTING FIRE HYDRANT EXISTING SERVICES CONNECT TO EXISTING SANITARY SEWER MANHOLE CONNECT TO EXISTING WATERLINE 9' SIDEWALK9' SIDEWALKNEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH PROPOSED 2' CONCRETE PAN SANITARY LINE A SEE SHEET SS1 STORM DRAIN 1 SEE SHEET ST1 PROPOSED IRRIGATION SERVICE PROPOSED STORM CHAMBERS STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 1-6 SEE SHEET ST2 SANITARY LINE A2 SEE SHEET SS1 SANITARY LINE B1 SEE SHEET SS2 EXISTING 3 4" IRRIGATION SERVICE EXISTING IRRIGATION METER TO BE RELOCATED 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 CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 U1 UTILITY PLAN6 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U1 U2 U3 U4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET U3 SEE SHEET U2 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXXXXXXXBBBBBBBBBV.P. S S MH S S18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SSXFDC F UDE E E E U D U D U D U D U DUDUDUD UD UD UD UD UD UD UD UD UD UD UD UDSS W W W W S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDS HY DMH S HY D MM MH 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXXXXXXXXXXXXXXXXSSSS 30" W 30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK9' SIDEWALK 10' SIDEWALKSSSWWFF E E E G G G GGEEEEEETG TGG GEE E E E TES SWSWSWSWW WFSS VAULT ELECGGGGEEEEE G UDUDUDUDUDUDW UD UD G G G GEEEE E E G G G G G G EEG G G G GGGGGGGGGW SGEEEEEEEG18" SS WE E G G G W WSG GTE EEE E E TE E E E E E E E E E G G G G GG GFDCFDC FDC PROPOSED 8" PVC WATER WALLENBERG DR.PROPOSED SANITARY SERVICE (TYP.) PROPOSED SANITARY SERVICE (TYP.) 26' FL-FL 26' FL-FL 26' FL-FL 6' SID E W A L K 6' SIDEWALK 4' SIDEWALK 4' SIDEWALK 26' FL-FL PROPOSED RAIN GARDEN PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 7' SIDEWALK26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 4' SIDEWALK33' WATERLINE EASEMENT PROPOSED 8" PVC WATER RAIN GARDEN BIOMEDIA AREAEXIST ING 8 ' TRAIL TRACT A FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN NATURAL AREA BUFFER EXISTING 8" PVC WATER EXISTING UNDERDRAIN CANAL IMPORTAT ION CANAL IMPORTATIONPROPOSED 8" PVC WATER CONNECT TO EXISTING WATERLINE PROPOSED 8" PVC WATER LOT 1 LOT 1 CONNECT TO EXISTING SANITARY SEWER MANHOLE EXISTING FH EXISTING FH EXISTING 30" WATERLINE CONNECT TO EXISTING WATERLINE CONNECT TO EXISTING WATERLINE 10' SIDEWALK6' SIDEWALK 12' ACCESS TRAILPROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN w/ 6" CURBS NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH SANITARY LINE D SEE SHEET SS3 SANITARY LINE C SEE SHEET SS3 STORM DRAIN 1 SEE SHEET ST1 PROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) PROPOSED RETAINING WALL (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED STORM CHAMBERS NATURAL AREA BUFFER CITY OF FORT COLLINS 100-YR FLOODWAY STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 UNDERDRAIN SEE SHEET ST6 10' SIDEWALK7' SIDEWALKSANITARY LINE B SEE SHEET SS2 SANITARY LINE B1 SEE SHEET SS2 BENCH TO BE CHANNELIZED FOR SERVICE PROPOSED 2' CONCRETE PAN w/ 6" CURBS UTILITY EASEMENT EXCLUSION UTILITY EASEMENT EXCLUSION 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 CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 U2 UTILITY PLAN7 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U1 U2 U3 U4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET U4SEE SHEET U1 CABLE F.O. VAULT ELECVAULT ELEC T E T S H2O TRAFFIC VAULTT SVAULT ELEC CONTROL IRR CONTROL IRR IRR W V.P./ / / / / / / // / / / / / / /GGGGEEFOFOEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" W8" W WD F.O. D S ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSS SS STHILL POND CONDOMINIUMS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTING 36" WATERLINE 6' SIDEWALK 10' SIDE W A L K E E E E E E E E E G G G G G G G G G G G G G G G G G G GF TSVAULT ELEC WW UD UD UD EEEEEEEEE E E E E E E E EE E E G G G G G G G G G G G SSFDC PROPOSED 8" PVC WATER S SHIELDS ST.6' SID E W A L K 60' FL-FL PROPOSED 2' CONCRETE CHASE 26' EMERGENCY ACCESS EASEMENT EXISTING 26" STORM DRAIN EXISTING 30" STORM DRAIN EXIS TI N G S P RI N G C R E E K T R AI L PROPOSED FIRE HYDRANT SPRI N G C R E E K PROPOSED 4' SIDEWALK CULVERT TRACT C LOT 1 NATURAL AREA BUFFER EXISTING 30" WATERLINE EXISTING SIDEWALKLOT 1 TRACT B FEMA 100-YR HIGH RISK FLOOD FRINGE EXISTING 18" CLAY SANITARY SEWER PROPOSED POND OUTFALL 9' SIDEWALK PROPOSED STORM CHAMBERS PROPOSED 2' CONCRETE PAN FEMA 100-YR FLOODWAY STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 6 SEE SHEET ST6 10' SIDEWALK EXISTING 3 4" IRRIGATION SERVICE EXISTING IRRIGATION METER TO BE RELOCATED CONNECT TO EXISTING WATER LINE W STUART ST. UTILIT Y E A S E M E N T EXCL U SI O N 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 CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 U3 UTILITY PLAN8 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U1 U2 U3 U4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET U1 SEE SHEET U450' PUBLIC ACCESS & TRAIL EASEMENT BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXUDUDUDUDUDUDUDUDELEC XXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST 10' SIDE W A L K E E E G G G GGEET6' SID E W A L K EXISTING 6" CMP STORM DRAIN EXISTING UNDERDRAIN 26' EMERGENCY ACCESS EASEMENT SPRING CREEK EXISTING S P R I N G C R E E K T R A I L TRACT B FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN NATURAL AREA BUFFER CANAL IMPORTATIONLOT 1 TRACT AFEMA 100-YR HIGH RISK FLOOD FRINGE 12' ACCESS TRAILPROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) 50' PUBLIC ACCESS & TRAIL EASEMENT FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST510' SIDEWALKNOTES: 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 CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 U4 UTILITY PLAN9 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST U1 U2 U3 U4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET U2 SEE SHEET U3 SSST SH2OTRAFFICVAULTT SVAULTELECSVAULTELECVAULTELECCONTROLIRRCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P.CONTROLIRRCONTROLIRRCONTROLIRRSCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRS15" SS 18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS 21" SS21" SS21" SS21" SS21" SS8" SS/ / / / / / / /EEEEEEEEEEEETTTTTTTTTTGGGGGGGGGGGGGWWWWWWWW12" W12" W12" W12" W12" W12" W12" WEEEEEEEG30" W30" W36" W 36" W 36" WWD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSSSSSSSSWWFF FEGGGGGGFTT GTTSEVAULTELECVAULTELECEEEEEEWWEEEEEEEEGGWGGGGGGGGGGGGGGGGGSSEFDCFDCFDCFDCS SHIELDS STREET SSMH A1 STA 10+00.00 N: 1449316.39 E: 3113247.23 194.79 LF 8" @ 0.50%SSMH A2 STA 11+94.79 N: 1449121.61 E: 3113247.13 158.39 LF 8" @ 0.50% SSMH A3 STA 13+53.18 N: 1448963.21 E: 3113247.04 EXISTING 12" WATERHOBBIT STREETPROPOSED FIRE HYDRANT EXISTING 18" SANITARY SEWER EXISTING 21" SANITARY SEWER EXISTING 8" WATER LINE EXISTING 30" WATER LINE PROPOSED FIRE HYDRANT CONNECT TO EXISTING SANITARY SEWER LINE w/ PRECAST MH 6' SIDEWALK6' SIDEWALK6' SIDEWALK9' SIDEWALK6' SIDEWALK9' SIDEWALKPROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 8" PVC WATER PROPOSED 4' SIDEWALK CULVERT SANITARY LINE A2 SEE THIS SHEET - RIGHT STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 4-4A SEE SHEET ST4 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT STORM DRAIN 6 SEE SHEET ST6143.04 LF 8" @ 0.50%SSMH A4 STA 11+42.95 N: 1448962.60 E: 3113390.08 BUILDING 1 BUILDING 2 BUILDING 4 BUILDING 3 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50SSMH A1STA 10+00.00RIM 5016.2±INV. IN 5006.52 (W)INV. IN 5008.01 (S)INV. OUT 5006.51 (E)194.79 LF 8" @ 0.50%SSMH A2STA 11+94.79RIM 5016.7±INV. IN 5009.19 (S)INV. IN 5009.19 (E)INV. OUT 5008.99 (N)158.39 LF 8" @ 0.50%SSMH A3STA 13+53.18RIM 5016.7±INV. IN 5010.17 (E)INV. OUT 5009.97 (N)PROPOSED GROUND EXISTING GROUND 6" PVC WATER STA.=13+00.02 TOP=5012.20 30" WATER STA.=13+22.58 TOP=5007.49 18" MIN. 143.04 LF 8" @ 0.50%SSMH A4STA 11+42.95RIM 5016.0±INV. OUT 5010.88 (W)8" HDPE STORM STA.=13+41.80 INV.=5013.41 S S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS EEEEEEEEEETTTTTTTTGGGGGGGGG12" W12" W12" W12" W12" W12" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" WSSSSSWFFFTGT TT EE VAULT ELEC EEEE E E WEEE E GG G G W GGGGG G G G EG FDC FDC FDCFDC 6' SIDEWALK6' SIDEWALK6' SIDEWALK 9' SIDEWALK SSMH A2 STA 10+00.00 N: 1449121.61 E: 3113247.13 192.91 LF 8" PVC @ 0.50% SSMH A2-1 STA 11+92.91 N: 1449121.61 E: 3113440.04SANITARY LINE A SEE THIS SHEET - LEFT STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 1-7 SEE SHEET ST2 PROPOSED 4' CONCRETE PAN EXISTING 18" SANITARY SEWER STORM DRAIN 1 SEE SHEET ST1 PROPOSED ELECTRIC EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING 30" WATER LINE PROPOSED GAS BUILDING 1 BUILDING 3 BUILDING 4 BUILDING 2 BUILDING 5 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+50 10+00 11+00 12+00 12+50SSMH A2STA 10+00.00RIM 5016.7±INV. IN 5009.19 (S)INV. IN 5009.19 (E)INV. OUT 5008.99 (N)192.91 LF 8" PVC @ 0.50%SSMH A2-1STA 11+92.91RIM 5014.7±INV. OUT 5010.15 (W)PROPOSED GROUND EXISTING GROUND8" PVC WATER STA.=10+10.00 TOP=5013.00 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 SS1 PLAN & PROFILESANITARY SEWER LINES A & A210 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST NORTH PROFILE SCALE: SANITARY LINE A2 SANITARY LINE A SANITARY LINE A2 V.P.VAULTELECSSSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SS8" SSWWWFDCFS EEEUDUD UDUDUDUDUD UD UD UDUDUDUDUDSSSSWWWSHYDPROPOSED 4' PROPOSED FIRE HYDRANT S SSSSWWFFF EEEEE T T GEETTSSWSWSWSW WFSVAULTELECVAULTELECGGEEEEEEGWWGGG G G G EEEEE18" SSWEEEEGGGGGGWGGGG EEEEEEFDCFDCFDCFDCPROPOSED 8" PVC WATER SANITARY LINE C SEE SHEET SANITARY LINE A2 SEE SHEET SS1 STORM DRAIN 1 SEE SHEET ST1 27.44 LF 8" @ 5.84% EXMH B STA 10+00.00 N: 1449489.95 E: 3113685.33 STORM LINE 1 SEE SHEET ST1 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 1-7 SEE SHEET ST2 EXISTING 8" SANITARY SEWER EXISTING 8" WATER LINE EXISTING UNDERDRAIN EXISTING 18" SANITARY SEWER EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED 4' CONCRETE PAN PROPOSED FIRE HYDRANT NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE w/ PRECAST MH CONNECT TO EXISTING MH RESHAPE BASE CONNECT TO EXISTING MH SANITARY LINE B1 SEE THIS SHEET-RIGHT SSMH B1 STA 10+27.44 N: 1449462.51 E: 3113685.31 SANITARY LINE D SEE SHEET SS3 SSMH B2 STA 11+59.90 N: 1449330.04 E: 3113685.24 BUILDING 2 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 PROPOSED GROUND EXISTING GROUNDEXMH BSTA 10+00.00RIM 5012.5±INV. IN 5004.99 (N)INV. OUT 5004.79 (S)27.44 LF 8" @ 5.84%SSMH B1STA 10+27.44RIM 5012.8±INV. IN 5003.19 (N)INV. IN 5003.19 (W)INV. OUT 5002.88 (S)8" PVC WATER STA.=10+38.21 TOP=5008.29 SSMH B2STA 11+59.90RIM 5013.7±INV. IN 5002.33 (N)INV. IN 5000.99 (E)INV. OUT 5000.99 (W)V.P. VAULT ELEC S S S S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 8" SS 8" SS 8" SSW WW / / / / / / / // / / / / / / /FDC FS E E UDU D U D UDUDUDUD UD UDSSSSSSSS W W W S HY DSSWWFETG E E TW FVAULT ELEC GGEEEEG WG G E E E E E E E G G G EEE FDCFDC 126.55 LF 8" PVC @ 0.50% EXMH B1-1 STA 11+26.55 N: 1449464.13 E: 3113558.77 EXISTING 8" SANITARY SEWER EXISTING 8" WATER LINE EXISTING UNDERDRAIN EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED 4' CONCRETE PAN CONNECT TO EXISTING MH CONNECT TO EXISTING MH EXISTING 18" SANITARY SEWERPROPOSED 8" PVC WATER STORM LINE 1-7 SEE SHEET ST2 STORM LINE 1 SEE SHEET ST1 SANITARY LINE B SEE THIS SHEET-LEFT SSMH B1 STA 10+00.00 N: 1449462.51 E: 3113685.31 BUILDING 1 BUILDING 7 BUILDING 1 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 SSMH B1STA 10+00.00RIM 5012.8±INV. IN 5003.19 (N)INV. IN 5003.19 (W)INV. OUT 5002.88 (S)EXMH B1-1STA 11+26.55RIM 5014.0±INV. IN 5003.90 (N)INV. IN 5003.97 (W)INV. OUT 5003.82 (E)126.55 LF 8" PVC @ 0.50% EXISTING GROUND 2" HDPE WATER STA.=10+05.91 INV.=5008.05 2" HDPE WATER STA.=10+09.52 INV.=5008.00 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 SS2 PLAN & PROFILESANITARY SEWER LINES B & B111CALL 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 PROFILE SCALE: SANITARY LINE B EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST NORTH SANITARY LINE B1 PROFILE SCALE: NORTH SANITARY LINE B SANITARY LINE B1 S SSWWFFEEGGGEEEET T GEETSSWSWSWSW WW FSSVAULTELECGGEEEGUD UD UD WUDGGEEEGGGEGGG G G G G W SEEE18" SSWEGGWW S G TEEETEEE EEGGGGFDCFDCFDCB B B B B B B B B B B BBB B B BB B B B B B B B B B B B B B B B B B B B B B B BBB B B BB B B B B B B B B B B B B B B B B B B B BB BBB B B B BBB B B B BB B B B B BB BB B B B BB B BB B B B BB B BB B B B B B BB B BB X X X X XXX BBBBB B B B B SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SSUDSUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHHYDMM30" W30" W30" W30" W30" W30" W30" W30" WX X X X SSMH C1 STA 10+00.00 N: 1449313.92 E: 3113839.00 190.60 LF 8" @ 0.50% SSMH C2 STA 11+90.60 N: 1449123.32 E: 3113838.90 PROPOSED 8" PVC WATER SANITARY LINE D SEE SHEET SS2 EXISTING 18" SANITARY SEWER EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED RAIN GARDEN PROPOSED 2' CONCRETE PAN CANAL I M P O R T A T I O N EXISTING SANITARY SEWER MANHOLE PROPOSED 2' CONCRETE PAN EXISTING 30" WATER LINE NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH SANITARY LINE B SEE SHEET SS2 STORM DRAIN 5 SEE SHEET ST5 EXISTING 21" SANITARY SEWER UNDERDRAIN SEE SHEET ST6 STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 2 SEE SHEET ST3 BUILDING 7 BUILDING 6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 12+50SSMH C1STA 10+00.00RIM 5012.5±INV. IN 5003.19 (W)INV. IN 5004.49 (S)INV. OUT 5002.99 (E)190.60 LF 8" @ 0.50%SSMH C2STA 11+90.60RIM 5012.5±INV. OUT 5005.45 (N)24" RCP STORM STA.=10+28.26 INV.=5009.11 PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+17.01 TOP=5008.01 6" PVC WATER STA.=11+17.38 TOP=5008.62 S SSWWFFEEGGGEEEET T GEETTSSWSWSWSW EWW FSSVAULTELECGGEEEGUD WWUDGGEEEGGGEEGGG G G G GWS EEEE18" SSWEEEGGGWGW S G TEEETEEE EEEGGGGGFDCFDCFDCB B B B BBBB B B BB B B B B B B B B B B B B B B B B BBB B B BB B B B B B B B B B B B B B B B B B B B B B BBB B B B BB B B B B B B B B B BBBBB B B B BBB B B B B BBB B BB B B B B B BB B BB XXX SSSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SSUDUD UDUDUDUDUDUDUDWWWSUDUDHYDMH30" W30" W30" W30" W30" W30" W30" W30" WPROPOSED 8" PVC WATER EXISTING 18" SANITARY SEWER EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED RAIN GARDEN PROPOSED 2' CONCRETE PAN PROPOSED 4' CONCRETE PAN EXISTING SANITARY SEWER MANHOLE PROPOSED 2' CONCRETE PAN EXISTING 30" WATER LINE NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH STORM DRAIN 1 SEE SHEET ST1 SANITARY LINE B SEE SHEET SS2 EXISTING 21" SANITARY SEWER 190.27 LF 8" PVC @ 1.00% SSMH D2 STA 11+90.27 N: 1449124.21 E: 3113685.13 STORM DRAIN 2 SEE SHEET ST3 SSMH D1 STA 10+00.00 N: 1449314.48 E: 3113685.23 BUILDING 7 BUILDING 6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 5 BUILDING 2 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 12+50SSMH D1STA 10+00.00RIM 5013.4±INV. IN 5005.72 (S)INV. IN 5004.22 (W)INV. OUT 5004.22 (E)190.27 LF 8" PVC @ 1 . 0 0 %SSMH D2STA 11+90.27RIM 5014.4±INV. OUT 5007.63 (N)PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+62.18 TOP=5009.13 24" RCP STORM STA.=10+35.75 INV.=5009.57 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 SS3 PLAN & PROFILESANITARY SEWER LINES C & D12CALL 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 PROFILE SCALE: SANITARY LINE C EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SANITARY LINES C & D SANITARY LINE D PROFILE SCALE: SSSSSS SSWWWFF FFFEEEEETTGT E E TTG TS SWSWSWSWW WFSS E VAULT ELEC VAULT ELEC GGEEEE E E EEEG UDUDUDWWG G GGGGGW SE E E E EEEE18" SS WE E E E GG G G G G GGG G G G W G G G G G G G G WSGEE EEE E GG FDC FDCFDCFDC FDC FDC XXXXXXXXXXINLET 1-13 STA 19+32.27 N: 1449427.88 E: 3113376.41 STMH 1-7 STA 16+77.43 N: 1449263.33 E: 3113468.37 STMH 1-5 STA 15+40.54 N: 1449263.59 E: 3113605.26 STMH 1-4 STA 14+21.50 N: 1449285.73 E: 3113722.21 INLET 1-2 STA 11+12.59 N: 1449118.06 E: 3113863.44 INLET 1-3 STA 12+80.19 N: 1449285.65 E: 3113863.53 BEND 1-12 STA 19+09.45 N: 1449411.75 E: 3113360.26 TEE 1-10 STA 18+77.04 N: 1449379.34 E: 3113360.25 BEND 1-9 STA 18+39.01 N: 1449341.31 E: 3113360.23 BEND 1-8 STA 17+60.97 N: 1449341.27 E: 3113438.27 TEE 1-6 STA 15+79.71 N: 1449263.61 E: 3113566.09 FES 1-1 STA 10+00.00 N: 1449118.00 E: 3113976.04 112.59 LF 30" RCP @ 0.20%167.59 LF 30" RCP @ 0.20%141.32 LF 24" RCP @ 0.20% 119.03 LF 24" RCP @ 0.30% 39.17 LF 24" RCP @ 1.09% 97.72 LF 24" RCP @ 0.50% 83.54 LF 8" HDPE @ 0.50% 78.04 LF 8" HDPE @ 0.50% 38.03 LF 8" HDPE @ 0.50% 21.13 LF 8" HDPE @ 0.50% 22.82 LF 8" HDPE @ 0.50% HOBBIT STREET LANDMARK APARTMENTS EXISTING 18" SANITARY SEWER EXISTING 21" SANITARY SEWER EXISTING 8" PVC WATER PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED FH PROPOSED RAIN GARDEN SANITARY LINE A SEE SHEET SS1 SANITARY LINE D SEE SHEET SS3 SANITARY LINE C SEE SHEET SS3 PROPOSED GAS PROPOSED ELECTRIC SANITARY LINE B SEE SHEET SS2 SANITARY LINE B1 SEE SHEET SS2 UNDERDRAIN SEE SHEET ST6 11.28 LF 8" HDPE @ 0.50% TEE 1-11 STA 18+98.17 N: 1449400.47 E: 3113360.26 STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 1-6 SEE SHEET ST2 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50 INLET 1-13STA 19+32.27RIM 5015.0±INV. OUT 5012.01 (SW)22.82 LF 8" HDPE @ 0.50% 21.13 LF 8" HDPE @ 0.50% 38.03 LF 8" HDPE @ 0.50%BEND 1-9STA 18+39.01RIM 5012.4±INV. IN 5011.54 (N)INV. OUT 5011.54 (E)78.04 LF 8" HDPE @ 0.50%BEND 1-8STA 17+60.97RIM 5011.9±INV. IN 5011.15 (W)INV. OUT 5011.15 (S)83.54 LF 8" HDPE @ 0.50%STMH 1-7STA 16+77.43RIM 5014.8±INV. IN 5010.73 (N)INV. IN 5010.73 (S)INV. OUT 5010.73 (E)97.72 LF 24" RCP @ 0.50%TEE 1-6STA 15+79.71RIM 5012.0±INV. IN 5010.24 (W)INV. IN 5010.24 (S)INV. OUT 5010.24 (E)39.17 LF 24" RCP @ 1.09%STMH 1-5STA 15+40.54RIM 5014.0±INV. IN 5009.82 (W)INV. OUT 5009.82 (E)119.03 LF 24" RCP @ 0.30%STMH 1-4STA 14+21.50RIM 5013.5±INV. IN 5009.46 (W)INV. OUT 5009.34 (E)141.32 LF 24" RCP @ 0.20%INLET 1-3STA 12+80.19RIM 5012.2±INV. IN 5009.06 (W)INV. OUT 5009.06 (S)167.59 LF 30" RCP @ 0.20%INLET 1-2STA 11+12.59RIM 5012.0±INV. IN 5008.73 (N)INV. OUT 5008.73 (E)112.59 LF 30" RCP @ 0.20%FES 1-1STA 10+00.00RIM 5011.4±INV. IN 5008.50 (W)PROPOSED GROUND EXISTING GROUND 21" CLAY SANITARY STA.=17+50.13 INV.=5002.79BEND 1-12STA 19+09.45RIM 5012.7±INV. IN 5011.90 (NE)INV. OUT 5011.90 (S)TEE 1-10STA 18+77.04RIM 5012.6±INV. IN 5011.73 (N)INV. IN 5011.73 (E)INV. OUT 5011.73 (S)11.28 LF 8" HDPE @ 0.50%TEE 1-11STA 18+98.17RIM 5012.7±INV. IN 5011.84 (E)INV. IN 5011.84 (N)INV. OUT 5011.84 (S)8" PVC WATER STA.=14+48.99 TOP=5007.81 18" MIN. 8" PVC WATER STA.=12+91.73 TOP=5007.32 18" MIN. 18" CLAY SANITARY STA.=17+33.69 INV.=5005.41 8" PVC SANITARY STA.=14+59.16 INV.=5006.08 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST1 PLAN & PROFILESTORM DRAIN 113 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 PROFILE SCALE: STORM DRAIN 1 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STORM DRAIN 1 S SSS SWWFFEEEGGGGGEETTTTTEFVAULTELECVAULTELECGGEEEEEEEEGWWEGGUDEEEGEEEWEEEEGGGGGGGGGGGGSSET EEEGGGFDCFDCFDCFDCSSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS30" W30" W30" W30" W30" W30" W30" W30" WB B B B B B B B B B B BB B B B B B B B B B B B B B B B B B B B B B B BB B B B B B B B B B B B EXISTING 21" SANITARY SEWER PROPOSED FH SANITARY LINE D SEE SHEET SS3 TEE 1-6 STA 10+00.00 N: 1449263.61 E: 3113566.09 99.72 LF 8" HDPE @ 0.50% BASIN 1-6.1 STA 10+99.72 N: 1449163.89 E: 3113565.99 94.79 LF 8" HDPE @ 0.50% BASIN 1-6.2 STA 11+94.51 N: 1449069.11 E: 3113565.89 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 6' T R A I L STORM DRAIN 5 SEE SHEET ST5 PROPOSED GAS PROPOSED ELECTRIC STORM DRAIN 1 SEE SHEET ST1 EXISTING 18" SANITARY SEWER PROPOSED RETAINING WALL EXISTING 30" WATER STORM DRAIN 1-7 SEE THIS SHEET - RIGHT BUILDING 7 BUILDING 6 BUILDING 5 BUILDING 4 BUILDING 2 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 12+50TEE 1-6STA 10+00.00RIM 5012.0±INV. IN 5010.24 (W)INV. IN 5010.24 (S)INV. OUT 5010.24 (E)99.72 LF 8" HDPE @ 0.50%BASIN 1-6.1STA 10+99.72RIM 5014.3±INV. IN 5010.74 (S)INV. OUT 5010.74 (N)94.79 LF 8" HDPE @ 0.50%BASIN 1-6.2STA 11+94.51RIM 5013.8±INV. OUT 5011.21 (N)EXISTING GROUND PROPOSED GROUND 8" PVC WATER STA.=10+11.25 TOP=5008.75 S SSS SWWFFEEEGGGGGEETTTTTEFVAULTELECVAULTELECGGEEEEEEEEGWWEGGUDEEEGEEEWEEEEGGGGGGGGGGGGSSET EEEGGGFDCFDCFDCFDCSSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS30" W30" W30" W30" W30" W30" W30" W30" WB B B B B B B B B B B BBB B B BB B B B B B B B B B B B B B B B B B BBB B B BB B B B B B B EXISTING 21" SANITARY SEWER PROPOSED FH SANITARY LINE D SEE SHEET SS3 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 6' T R A I L STORM DRAIN 5 SEE SHEET ST5 PROPOSED GAS PROPOSED ELECTRIC STMH 1-7 STA 10+00.00 N: 1449263.33 E: 3113468.37 31.29 LF 24" RCP @ 0.30% TEE 1-7.2 STA 10+58.63 N: 1449204.78 E: 3113468.34 48.61 LF 15" HDPE @ 0.30% TEE 1-7.3 STA 11+07.23 N: 1449156.18 E: 3113468.31 20.80 LF 15" HDPE @ 0.50% STORM DRAIN 1 SEE SHEET ST1 EXISTING 18" SANITARY SEWER PROPOSED RETAINING WALL EXISTING 30" WATER STORM DRAIN 1-6 SEE SHEET ST2 BUILDING 7 BUILDING 6 BUILDING 5 BUILDING 4 BUILDING 2 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 12+50 EXISTING GROUND PROPOSED GROUND 20.80 LF 15" HDPE @ 0.50%TEE 1-7.3STA 11+07.23RIM 5012.7±INV. IN 5011.06 (S)INV. IN 5011.06 (E)INV. OUT 5011.06 (N)48.61 LF 15" HDPE @ 0.30%TEE 1-7.2STA 10+58.63RIM 5012.5±INV. IN 5010.91 (S)INV. IN 5011.02 (E)INV. OUT 5010.91 (N)31.29 LF 24" RCP @ 0.30%STMH 1-7STA 10+00.00RIM 5014.8±INV. IN 5010.73 (N)INV. IN 5010.73 (S)INV. OUT 5010.73 (E)INLET 1-7.1STA 10+31.63RIM 5015.1±INV. IN 5010.83 (S)INV. OUT 5010.83 (N)INLET 1-7.4STA 11+28.03RIM 5014.4±INV. IN 5011.16 (SE)INV. OUT 5011.16 (N)BEND 1-7.5STA 11+38.72RIM 5012.0±INV. IN 5011.21 (S)INV. OUT 5011.21 (NW)INLET 1-7.6STA 11+84.46RIM 5014.8±INV. OUT 5011.44 (N)27.34 LF 15" HDPE @ 0.30% 10.69 LF 8" HDPE @ 0.50% 45.74 LF 8" HDPE @ 0.50% 8" PVC WATER STA.=10+10.93 TOP=5009.11 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST2 PLAN & PROFILESTORM DRAINS 1-6 & 1-714 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: STORM DRAIN 1-6 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STORM DRAINS 1-6 & 1-7 PROFILE SCALE: STORM DRAIN 1-7 NORTH SEEET SWSWS W UD UD UD UDGGEEEGGG G G GS EEW S TMHUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" W30" WX X X X X X X X X X X 30" WB B B B B B B B B B B B B B B B B B B B B B BBBB B B B BBB B B B BB B B B B BB B B B B B B B B BB B B B BB B BB B B B B B BB B BB X X X X XX BBBBB B B B B INLET 2-5 STA 10+83.95 N: 1449004.76 E: 3113993.09 40.32 LF 18" RCP @ 1.40% BASIN 2-4 STA 10+43.62 N: 1448973.97 E: 3113967.05 4.75 LF 18" RCP @ 0.20% BASIN 2-2 STA 10+34.12 N: 1448964.47 E: 3113967.05 34.12 LF 18" HDPE @ 0.20% FES 2-1 STA 10+00.00 N: 1448930.35 E: 3113967.00 PROPOSED 2' CONCRETE PAN PROPOSED GAS EXISTING 30" WATER STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 CANAL IMPOR T A T I O N SPRING CREEKPROPOSED STORMTECH CHAMBERS WALL E N B E R G D R PROPOSED FIRE HYDRANT SANITARY LINE C SEE SHEET SS3 STORM DRAIN 3 SEE THIS SHEET - RIGHT UNDERDRAIN SEE SHEET ST6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 7 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0011+50 INLET 2-5STA 10+83.95RIM 5011.8±INV. OUT 5008.62 (SW)40.32 LF 18" RCP @ 1.40%BASIN 2-4STA 10+43.62RIM 5012.6±INV. IN 5008.06 (NE)INV. OUT 5008.06 (S)4.75 LF 18" RCP @ 0.20%BASIN 2-2STA 10+34.12RIM 5012.8±INV. IN 5008.04 (N)INV. OUT 5008.04 (S)34.12 LF 18" HDPE @ 0.20%FES 2-1STA 10+00.00RIM 5009.8±INV. IN 5007.97 (N)PROPOSED GROUND EXISTING GROUND 30" WATER STA.=10+67.99 TOP=5006.68 18" MIN. 4.75 LF 18" RCP @ 0.20%BASIN 2-3STA 10+38.87RIM 5012.7±INV. IN 5008.05 (N)INV. OUT 5008.05 (S)SEEET SWSWS W UD UD UD UDGGEEGG G G GS EEW S TMHUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" WX X X X X X X X X X X 30" WB B B B B B B B B B B B BB B BBB B B B BB B B B B B B B B B BBBBB B B B BBB B B B B B BB B BB B B B B BBB B BB X X X X XX BBBBB B B B B OVERFLOW BASIN 3-4 STA 11+30.88 N: 1449013.73 E: 3114045.32 45.71 LF 15" RCP @ 0.50% STMH 3-3 STA 10+85.18 N: 1448971.00 E: 3114061.55 47.07 LF 15" HDPE @ 0.50% STYMH 3-2 STA 10+38.11 N: 1448924.04 E: 3114064.79 39.74 LF 15" HDPE @ 0.50% FES 3-1 STA 9+98.37 N: 1448911.11 E: 3114027.21 PROPOSED 2' CONCRETE PAN PROPOSED GAS EXISTING 30" WATER STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 CANAL IMPOR T A T I O N SPRING CREEKPROPOSED STORMTECH CHAMBERS WALL E N B E R G D R PROPOSED FIRE HYDRANT SANITARY LINE C SEE SHEET SS3 UNDERDRAIN SEE SHEET ST6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 OVERFLOW BASIN 3-4STA 11+30.88RIM 5010.8±INV. OUT 5008.40 (S)45.71 LF 15" RCP @ 0.50%STMH 3-3STA 10+85.18RIM 5012.5±INV. IN 5008.17 (N)INV. OUT 5008.17 (S)47.07 LF 15" HDPE @ 0.50%STYMH 3-2STA 10+38.11RIM 5011.5±INV. IN 5007.94 (N)INV. OUT 5007.94 (W)39.74 LF 15" HDPE @ 0.50%FES 3-1STA 9+98.37RIM 5009.3±INV. IN 5007.74 (E)PROPOSED GROUND EXISTING GROUND 30" WATER STA.=11+07.89 TOP=5006.18 18" MIN. SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST3 PLAN & PROFILESTORM DRAIN 2 & 315 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 PROFILE SCALE: STORM DRAIN 2 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STORM DRAIN 3 PROFILE SCALE: STORM DRAIN 2 & 3 SWFFE E E E E E G G G G G G G G G G GF G TT TSEWW UD E E E E EE EEEW G G G G G GGGG SSEE E E G G G FDC FDC FDC ELEC 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W BINLET 1-7 STA 13+70.00 N: 1449021.27 E: 3113479.34 FES 4-1 STA 10+00.00 N: 1448730.54 E: 3113337.86 145.20 LF 18" HDPE @ 0.50%BASIN 4-3 STA 11+43.97 N: 1448828.58 E: 3113428.48 STMH 4-4 STA 12+89.17 N: 1448973.78 E: 3113428.56 82.50 LF 18" RCP @ 0.50%BEND 4-2 STA 10+82.50 N: 1448805.94 E: 3113371.34 61.47 LF 18" RCP @ 0.50% STORM DRAIN 4-4B SEE THIS SHEET - RIGHT STORM DRAIN 4-4A SEE THIS SHEET - MIDDLE SANITARY LINE A SEE SHEET SS1 PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER 10' TR A I L STORM DRAIN 6 SEE SHEET ST6 PROPOSED STORMTECH CHAMBERS 26.20 LF 8" HDPE @ 0.50% 15.84 LF 8" HDPE @ 0.50% BEND 4-5 STA 13+15.37 N: 1448973.65 E: 3113454.76 BEND 4-6 STA 13+31.20 N: 1448984.79 E: 3113466.01 39.57 LF 8" HDPE @ 0.50% BEND 4-4.2 STA 12+22.67 N: 1448998.82 E: 3113230.06 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 4 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 12+00 13+00 14+00 14+50INLET 1-7STA 13+70.00RIM 5015.6±PROPOSED GROUND EXISTING GROUND STMH 4-4STA 12+89.17RIM 5015.5±INV. IN 5012.50 (E)INV. IN 5012.50 (N)INV. IN 5012.50 (W)INV. OUT 5012.50 (S)145.20 LF 18" HDPE @ 0.50%BASIN 4-3STA 11+43.97RIM 5016.2±INV. IN 5011.77 (N)INV. OUT 5011.77 (W)61.47 LF 18" RCP @ 0.50% 82.50 LF 18" RCP @ 0.50%BEND 4-2STA 10+82.50RIM 5015.8±INV. IN 5011.46 (E)INV. OUT 5011.46 (SW)FES 4-1STA 10+00.00RIM 5012.9±INV. IN 5011.05 (NE)26.20 LF 8" HDPE @ 0.50% 30" WATER STA.=13+40.84 TOP=5008.36 8" PVC WATER STA.=11+09.66 TOP=5009.89 BEND 4-5STA 13+15.37RIM 5013.4±INV. IN 5012.63 (NE)INV. OUT 5012.63 (W)BEND 4-6STA 13+31.20RIM 5013.5±INV. IN 5012.71 (NE)INV. OUT 5012.71 (SW)15.84 LF 8" HDPE @ 0.50% 39.57 LF 8" HDPE @ 0.50%SSWFFF G T TSEEWW GW G G G GGGGGGGGG SSEFDC FDC FDC H2O TRAFFIC VAULTT SVAULT ELEC VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR IRR W V.P. CONTROL IRR CONTROL IRR / / / / / / / /EEEEEETTTTTGGGGGGGGEEEEE30" WW30" W 30" W 30" W 30" W 30" W 30" W PROPOSED GAS 198.51 LF 8" HDPE @ 0.50% BEND 4-4.1 STA 11+98.51 N: 1448974.67 E: 3113230.05 19.64 LF 8" HDPE @ 0.50% BEND 4-4.3 STA 12+42.31 N: 1449012.73 E: 3113216.19 13.31 LF 8" HDPE @ 0.50% INLET 4-4.5 STA 12+91.17 N: 1449012.95 E: 3113167.33 STMH 4-4 STA 10+00.00 N: 1448973.78 E: 3113428.56 EXISTING 30" WATER SANITARY LINE A SEE SHEET SS1 PROPOSED 8" PVC WATER STORM DRAIN 4-4A SEE THIS SHEET - MIDDLE STORM DRAIN 4 SEE THIS SHEET - LEFT SANITARY LINE A2 SEE SHEET SS1 BEND 4-4.2 STA 12+22.67 N: 1448998.82 E: 3113230.06 BUILDING 3 BUILDING 4 SF EGGTTTSEEEEEWGGGGGGSSEEEGGFDC30" W30" W30" W30" W30" W30" W30" WSTMH 4-4 STA 10+00.00 N: 1448973.78 E: 3113428.56 6.66 LF 15" RCP @ 0.50% INLET 4-4A STA 10+00.03 N: 1448980.44 E: 3113428.56 STORM DRAIN 4 SEE THIS SHEET - LEFT STORM DRAIN 4-4B SEE THIS SHEET - RIGHT PROPOSED GAS PROPOSED ELECTRIC PROPOSED 8" PVC WATER EXISTING 30" WATER BEND 4-4.2 STA 12+22.67 N: 1448998.82 E: 3113230.06 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 45000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+0013+0013+50 PROPOSED GROUND EXISTING GROUND STMH 4-4STA 10+00.00RIM 5015.5±INV. IN 5012.50 (E)INV. IN 5012.50 (N)INV. IN 5012.50 (W)INV. OUT 5012.50 (S)198.51 LF 8" HDPE @ 0.50%BEND 4-4.1STA 11+98.51RIM 5014.3±INV. IN 5013.49 (N)INV. OUT 5013.49 (E)19.64 LF 8" HDPE @ 0.50%BEND 4-4.3STA 12+42.31RIM 5014.5±INV. IN 5013.71 (W)INV. OUT 5013.71 (SE)INLET 4-4.5STA 12+91.17RIM 5016.4±INV. OUT 5013.95 (E)30" WATER STA.=12+17.67 TOP=5007.42TEE 4-4.4STA 12+55.62RIM 5014.5±INV. IN 5013.84 (N)INV. IN 5013.78 (W)INV. OUT 5013.78 (E)13.31 LF 8" HDPE @ 0.50% 35.55 LF 6" HDPE @ 0.50%BEND 4-4.2STA 12+22.67RIM 5014.4±INV. IN 5013.61 (NW)INV. OUT 5013.61 (S)24.16 LF 8" HDPE @ 0.50% 5000 5005 5010 5015 5020 5025 5030 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00STMH 4-4STA 10+11.51RIM 5015.5±INV. IN 5012.50 (E)INV. IN 5012.50 (N)INV. IN 5012.50 (W)INV. OUT 5012.50 (S)6.66 LF 15" RCP @ 0.50%INLET 4-4ASTA 10+18.17RIM 5015.3±INV. OUT 5012.53 (S)PROPOSED GROUND EXISTING GROUND SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST4 PLAN & PROFILESTORM DRAINS 4, 4-4A, & 4-4B16 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: STORM DRAIN 4 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST PROFILE SCALE: STORM DRAIN 4-4A STORM DRAIN 4-4B PROFILE SCALE: NORTH NORTHNORTH STORM 4 STORM 4-4B STORM 4-4A E E E E E E G G G G G G G G GTT TSEWVAULT ELEC UDUD G GEE E G G G UD E E EE E EW G G G G G SSETTE E E G G G UDUDUDUDUDUDUDELEC XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXX30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS STBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBSTMH 5-6 STA 17+18.99 N: 1448744.40 E: 3113441.50 STMH 5-5 STA 15+30.02 N: 1448824.98 E: 3113612.44 STMH 5-4 STA 13+57.85 N: 1448853.68 E: 3113782.20 OUTLET 5-7 STA 18+17.37 N: 1448727.53 E: 3113344.58 STMH 5-2 STA 10+80.18 N: 1448859.30 E: 3114045.64 STMH 5-3 STA 11+02.44 N: 1448838.71 E: 3114037.16 FES 5-1 STA 10+00.00 N: 1448864.84 E: 3114125.62 22.27 LF 18" HDPE @ 0.50% 255.40 LF 18" HDPE @ 0.50 % 172.17 LF 1 8 " H D P E @ 0 . 8 0 % 188.9 8 L F 1 8 " H D P E @ 0. 8 0 % 98.38 LF 18 " H D P E @ 0 . 8 0 % PROPOSED 2' CONCRETE PAN CANAL IMPORTATIONSPRI N G C R E E K STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 3 SEE SHEET ST3 EXISTING 30" WATERPROPOSED ELECTRIC PROPOSED GAS PROPOSED 8' PVC WATER SP R I N G C R E E K 80.18 LF 18" RCP @ 0.50% UNDERDRAIN SEE SHEET ST6 STORM DRAIN 5-2 SEE THIS SHEET-RIGHT PROPOSED FIRE HYDRANT SANITARY LINE A SEE SHEET SS1 BUILDING 4 BUILDING 5 BUILDING 6 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0018+50 22.27 LF 18" HDPE @ 0.50% 255.40 LF 18" HDPE @ 0.50% 172.17 LF 18" HDP E @ 0 . 8 0 % 188.98 LF 18" HDPE @ 0 . 8 0 % 98.38 LF 18" HDPE @ 0 . 8 0 %STMH 5-6STA 17+18.99RIM 5015.5±INV. IN 5010.06 (W)INV. OUT 5010.06 (NE)STMH 5-5STA 15+30.02RIM 5015.4±INV. IN 5008.55 (SW)INV. OUT 5008.55 (E)STMH 5-4STA 13+57.85RIM 5014.6±INV. IN 5007.17 (W)INV. OUT 5007.17 (E)OUTLET 5-7STA 18+17.37RIM 5012.6±INV. OUT 5010.85 (E)STMH 5-2STA 10+80.18RIM 5010.4±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5005.78 (E)FES 5-1STA 10+00.00RIM 5007.1±INV. IN 5005.38 (W)EXISTING GROUND PROPOSED GROUND 80.18 LF 18" RCP @ 0.50%STMH 5-3STA 11+02.44RIM 5009.9±INV. IN 5005.89 (W)INV. OUT 5005.89 (N)UDG TUDUDUDUDUDUDUDXX30" W 30" W XXX30" W BBBBBBBBBBBBBBBBBBBBBBBBBPROPOSED 2' CONCRETE PAN CANAL IMPORTATIONSTORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 3 SEE SHEET ST3 30.69 LF 15" HDPE @ 3.30% STMH 5-2 STA 10+00.00 N: 1448859.30 E: 3114045.64 OUTLET 5-2.1 STA 10+30.69 N: 1448857.26 E: 3114015.01 SP R I N G C R E E K UNDERDRAIN SEE SHEET ST6 STORM DRAIN 5 SEE THIS SHEET-LEFT 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+00 STMH 5-2STA 10+00.00RIM 5010.4±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5005.78 (E)30.69 LF 15" HDPE @ 3.30%OUTLET 5-2.1STA 10+30.69RIM 5008.2±INV. OUT 5006.79 (E)EXISTING GROUND PROPOSED GROUND SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST5 PLAN & PROFILESTORM DRAIN 5 & 5-217 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 PROFILE SCALE: STORM DRAIN 5 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STORM DRAIN 5 STORM DRAIN 5-2 PROFILE SCALE: STORM DRAIN 5-2 SEEEET SSWSWSWSW WWS SUD UD UD UDGGEEGG G G G GWS EE18" SSWW S G TGGMHSS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SSUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" WX X X X X X X X X X X X X X 30" WB B B B B B B B B B B B B B B BB BBB B B B BB B BB B B B B B B BBBBB B B B BBB B B B B BBB B BB B B B B B BB B BB X X X X X X X XXX B B BBB B B B B PROPOSED 2' CONCRETE PAN CANAL IMPORT A T I O N STORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 3 SEE SHEET ST3 EXISTING 30" WATER SPRING CREEKSTORM DRAIN 5-2 SEE SHEET ST5 STORM DRAIN 5 SEE SHEET ST5 PROPOSED 8" PVC WATER EXISTING 18" SANITARY EXISTING 21" SANITARY STORM DRAIN 1 SEE SHEET ST1 48' SANITARY SEWER EASEMENT WALL E N B E R G D R 47.44 LF 6" HDPE @ 0.20% UD BASIN 2 STA 10+47.44 N: 1449016.23 E: 3114055.00 189.97 LF 4" HDPE @ 0.20% UD CO 3 STA 12+37.41 N: 1449184.94 E: 3113981.90 UD FES 1 STA 10+00.00 N: 1449029.22 E: 3114100.63 PROPOSED RAIN GARDEN BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+0013+00 EXISTING GROUND PROPOSED GROUND UD FES 1STA 10+00.00RIM 5006.5±INV. IN 5005.86 (W)47.44 LF 6" HDPE @ 0.20%UD BASIN 2STA 10+47.44RIM 5010.4±INV. IN 5005.95 (NW)INV. OUT 5005.95 (E)189.97 LF 4" HDPE @ 0.20%UD CO 3STA 12+37.41RIM 5009.0±INV. OUT 5006.33 (S)EGGGGGGFSVAULTELECWWEEEEEEEEGGGGGGSSFDCT SH2OTRAFFICVAULTT SVAULTELECCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRIRRWV.P./ / / / / / / /EETGGGGEEEEEEEEEGGGG30" W30" W30" W30" W30" W36" W 36" W 36" WWD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSTSTSTSTSSSSSSSSSSSSTORM DRAIN 4 SEE SHEET ST4STORM DRAIN 4-4B SEE SHEET ST4 INLET 6-2 STA 11+07.91 N: 1448843.05 E: 3113202.86 107.91 LF 18" RCP @ 0.40% FES 6-1 STA 10+00.00 N: 1448735.14 E: 3113201.88 S SHIELDS STREET SANITARY LINE A SEE SHEET SS1 5000 5005 5010 5015 5020 5025 5030 5035 5000 5005 5010 5015 5020 5025 5030 5035 9+5010+0011+0012+00 INLET 6-2STA 11+07.91RIM 5016.3±INV. OUT 5013.56 (S)107.91 LF 18" RCP @ 0.40%FES 6-1STA 10+00.00RIM 5014.9±INV. IN 5013.13 (N)EXISTING GROUND PROPOSED GROUND SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 ST6 PLAN & PROFILESTORM DRAIN 6 & UNDERDRAIN18 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 PROFILE SCALE: UNDERDRAIN EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST UNDERDRAIN STORM DRAIN 6 PROFILE SCALE: T MH / / / / / / / /U D S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD D MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS SSSSSSSSSSSSSSSSBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXBBBBBBBBBUDUDUDUD UD FDC FDC FDCFDCFDC FDC FDC FDCS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 6' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN EXIST I N G S P R I N G C R E E K T R A I L PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED RAIN GARDEN PROPOSED OUTLET STRUCTURE PROPOSED DRAINAGE EASEMENT PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE LOT 1 TRACT B TRACT A TRACT C SPRI N G C R E E K RAIN GARDEN BIOMEDIA AREA PROPOSED 4' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN PROPOSED 4' SIDEWALK CULVERTEXISTING SIDEWALKEXISTING 8' TRAILPROPOSED LANDSCAPE WALL CANAL IMPORTATIONPROPOSED 2' CONCRETE PAN STORM DRAIN 1 SEE SHEET ST1 FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY W STUART ST. STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 2 SEE SHEET ST3 STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 6 SEE SHEET ST6 UNDERDRAIN SEE SHEET ST6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 POND OVERFLOW PATH POND OVERFLOW PATH PROPOSED STORM CHAMBERS PROPOSED STORM CHAMBERS KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 OG1 OVERALL GRADING PLAN19 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 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, 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. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK G1 G2 G3 G4 UDUDUDUD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK 5' SIDEWALK 6' SIDEWALK 6' SIDEWALK6' SIDEWALK6' SIDEWALK 6' SIDEWALK 6' SIDEWALK 9' SIDEWALK9' SIDEWALK 6' SIDEWALK 6' SID E W A L K 4.5' SIDEWALK S SHIELDS ST.HOBBIT ST. 4.5' SIDEWALK 5' SIDEWALK9' SIDEWALKUD FDC FDC FDCFDCFDC FDC FDC 16.681 6 . 8 0 15. 0 9 14.6816.6217.3016.781 7 . 2 0 17.33 1 7 . 0 1 17. 6 4 17.2117.17 17.41 16.75 16. 7 1 16.7616. 7 8 16.061 5 . 7 0 15.62 15. 7 6 16.8216.8715.771 6 . 1 617.7617.9916.90 17.1015.91 15. 8 4 15.22 15. 1 6 14.4916.45 15.5115.02 15. 0 3 13.9514. 4 6 14. 2 3 15.08 1 5 . 1 3 14.54 15.5516.23 16. 0 5 16.12 16. 1 7 16.51 16.63 15.8015.73 15. 7 216.6017.56 16.5916.5513.80 12.83 17.1715. 6 6 15.66 15.58 15. 6 315.7515. 7 5 15.67 15. 6 6 17. 0 8 17. 0 8 17.08 17. 0 8 18.50 18.50 18.501 8 . 5 0 17.7517.59 18. 0 0 18.00 18.50 18.00 15.86 15.86 15.86 15.86 17.752.0%2.0%4.0%2.0%1.0%0.8%0.5%2.0%2.0%2.0%0.8%2.0%1.5%1.2%1.6% 1.1%2.4%1.7%1.7%0.0%1.1%2.0%0.5%2.7%0.6%0.5%0.9%2.0%2.0%1.4%2.0%0.5%2.0%2.0%2.0%2.0%1.5% 1.6% 1.5% 2. 2 % 2. 0 % 0.6% 1.0% 1.0%2.0%1.8%1.7% 2.0% 0.9%0.5%0.5% 0.5%0.5% 2.1% 0.2% LOT 1 LOT 1EXISTING SIDEWALK(1 2 . 4 0 )9' SIDEWALKEXISTING SIDEWALKHOBBIT ST 2.0%LOT 1 LOT 1 0.5%4.5%0.5%0.5%0.5%0.6%2.0%0.2%0.5%17.3316.9616.750.8%0.6% 17. 7 5 9' SIDEWALK0.5%17. 7 5 1.1%2.0%2.0%1.0% 1.8%1.8%2.2%0.5%2.0%29' HALF ROW FFE=16.25 FFE=16.33 FFE=19.00 FFE=18.50 FFE=16.36 FFE=17.75 FFE=17.75 PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED 2' SIDEWALK CHASE PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 33' WATER EASEMENT 48' SANITARY SEWER EASEMENT PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED LANDSCAPE WALL PROPOSED 4' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED AREA DRAIN STORM DRAIN 1 SEE SHEET ST1 PROPOSED 2' CURB CUT TIE TO EXISTING CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER PROPOSED STORM CHAMBERS STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 NATURAL AREA BUFFER 16.42 15.8816. 4 5 16.92 1 5 . 2 715.321.3%2.0%16.2716. 1 8 15.741.9%2.0%2.0%2.0%2.0%16.70PROPOSED AREA DRAIN PROPOSED AREA DRAIN1.8%1 5 . 6 6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 15.75 1.0%13.83SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 G1 GRADING PLAN20 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, 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. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST G1 G2 G3 G4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET G3 SEE SHEET G2 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXXXXXXXXXXBBBBBBBBBMHXUDEEEE U D U D U D U D U DUDUDUD UD UD UD UD UD UD UD UD UD UD UD UDSS S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH MM MH XXXXXXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALK11' SIDEWALK 10' SIDEWALK UDUDUDUDUDUD UD UDFDCFDC FDC 14.09 13.82 15. 0 9 14.68 1 5 . 7 0 15.62 15. 7 6 15.0914.38 14.66 13.76 13.43 13.22 14.08 12.92 12.43 12.66 12.69 13.00 12.5713.6012.7614.4915. 0 3 13.9514. 4 6 14. 2 3 15.08 1 5 . 1 3 14.54 13.28 13.4014.15 13.45 13.58 13.35 13. 0 6 13.52 14.74 14.68 14.62 12.7213.50 13.80 12.83 12. 3 8 1 4 . 0 9 14. 0 9 14.09 14.09 15.66 15. 6 3 15.86 15.86 8.1114.08 13.92 13.92 13.25 13.58 13.73 13.73 1 3 . 9 9 14.08 4' SIDEWALK 4' SIDEWALK 5' SIDEWALK2.0%1.5% 1.6% 1.5%0.5%2.0%2.0%0.5%2.2%1.1%0.5% 2.0%0.5%0.0%2.0%2.0%2.0%2.0% 2.0% 2.0%2.0%2.0% 2.0% 1.5% 0.7% 1.0%0.5%0.5%0.6% 0.5%0.0%1.0%10' SIDEWALK4' SIDEWALKTRACT A LOT 1 EXISTING 8' TRAIL(12.40)(11.88)CANAL IMPORTATIONHOBBIT ST WALLENBERG DR0.6%12.76 0.5%LOT 1 LOT 1 LOT 1 0.5% 12.60 12.96 2.0%13.561 3 . 4 7 0.8%6' SIDEWALK 0.4%0.5%2.2%2.0%9' SIDEWALK 13.02 12.912.0%1.0% 1.8%1.8%2.2%0.5% 1.5%2.0%10:14:1 6:14:1 6.79FFE=16.33 FFE=14.75 FFE=14.40 FFE=14.40 FFE=14.75 FFE=14.75 FFE=14.25 FFE=14.25 FFE=14.58FFE=14.58 FFE=14.58FFE=14.58 PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED RAIN GARDEN 26' EMERGENCY ACCESS EASEMENT RAIN GARDEN BIOMEDIA AREA (MIN. FLAT SURFACE = 4,353 SF) 33' WATER EASEMENT NATURAL AREA BUFFER NATURAL AREA BUFFER 48' SANITARY SEWER EASEMENT PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 12' ACCESS ROAD STORM DRAIN 1 SEE SHEET ST1 PROPOSED RETAINING WALL (RE: LANDSCAPE) PROPOSED 2' CONCRETE PAN TIE TO EXISTING CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER PROPOSED STORM CHAMBERS STORM DRAIN 5-2 SEE SHEET ST5 STORM DRAIN 3 SEE SHEET ST3 STORM DRAIN 2 SEE SHEET ST3 CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED 4' CONCRETE PAN UNDERDRAIN 1 SEE SHEET ST6 PROPOSED 6' CONCRETE PAN NATURAL AREA BUFFER FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN PROPOSED 2' SIDEWALK CHASE 11.32 11.17 PROPOSED 2' CONCRETE PAN 12.42 13.6113.572.0%2.0%15.742.0% 2.0% PROPOSED FOREBAY 1 5 . 6 6 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 BUILDING 6 BUILDING 713.7113.834:1KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 G2 GRADING PLAN21 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, 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. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK G1 G2 G3 G4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET G4SEE SHEET G1 CABLE T / / / / / / / // / / / / / / /FOFOD D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSTHILL POND CONDOMINIUMS SSSSSSSSSSSSSSSSSSSSSSSSSSSS6' SIDEWALK 6' SID E W A L K 10' SID E W A L K UD UD UD FDC 17.41 16.75 16. 7 1 16.7616. 7 8 15.62 15. 7 6 16.8216.8717.56 17.40 17.71 16.32 16.62 15.92 15.36 15.4814.96 15.98 10.99 15.7617.2817.750.6%0.5%0.9% 1.5% 2. 2 % 2. 0 % 0.6% 0.1% 1.0% 0.3%0.8%2.0%1.2% 0.6%4.1%1.0%S SHIELDS STTRACT C LOT 1 SPRIN G C R E E K EXIST I N G S P R I N G C R E E K T R A I LEXISTING SIDEWALKEXISTING SIDEWALKTRACT B LOT 115.8117. 7 5 17. 7 5 1 6 . 8 8 5:15:1 1 0 : 1 4 : 1 7:1 7:1FFE=17.75 EXISTING 26" STORM DRAIN EXISTING 30" STORM DRAIN PROPOSED 4' SIDEWALK CULVERTPROPOSED 2' SIDEWALK CHASE FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED 2' CONCRETE PAN PROPOSED STORM CHAMBERS STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 4 SEE SHEET ST4 FEMA 100-YR FLOODWAY STORM DRAIN 6 SEE SHEET ST6 NATURAL AREA BUFFER 9' SIDEWALK W STUART ST 16.2716. 1 8 15.28 16.29 16.803. 4 % 3. 8 % POND OVERFLOW PATH 1.0% WQ ELEV. = 5012.20 100YR ELEV. = 5015.40 KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 G3 GRADING PLAN22 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, 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. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK G1 G2 G3 G4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET G1 SEE SHEET G4 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXUDUDUDUDUDUDUDUDXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST 10' SID E W A L K 15.62 15. 7 6 15.09EXISTING S P R I N G C R E E K T R A I L8.111.5% 0.7% 1.0% SPRING CREEK TRACT B EXISTING 8' TRAILCANAL IMPORTATIONTRACT A LOT 1 0.5%10:14:1 6:14:1 6.79EXISTING FEMA 100-YR HIGH RISK FLOOD PLAIN PROPOSED 4' CONCRETE PAN PROPOSED 12' ACCESS ROAD PROPOSED RETAINING WALL (RE: LANDSCAPE) PROPOSED 2' CONCRETE PAN STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY NATURAL AREA BUFFER FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN POND OVERFLOW PATH 100YR ELEV. = 5011.604:14:14:17:14:1SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 G4 GRADING PLAN23 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NORTH PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, 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. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST G1 G2 G3 G4 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R SEE SHEET G2 SEE SHEET G3 / / / / / / / // / / / / / / // / / / / / / /TTTTTTTTT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FDC FDC FDC EXISTING STRIPING (TYP.) 14' RIGHT TURN LANE 7' BIKE LANE 3' BIKE LANE BUFFER 11' LEFT/THRU LANE 11' EASTBOUND THRU LANE 3' BIKE LANE BUFFER 7' BIKE LANE WEST STUART STREET SHIELDS STREET100' STORAGE LENGTH180' BAY TAPEREXISTING 7' SIDEWALKFUTURE PEDESTRIAN RAMPS (FOR REFERENCE ONLY) FUTURE PEDESTRIAN RAMPS (FOR REFERENCE ONLY) PROPOSED PEDESTRIAN RAMPS 9' SIDEWALK 10' SIDEWALK EXISTING ±6' BIKE LANE EXISTING ±12'RIGHT TURN LANE EXISTING ±10' LEFT TURN LANE EXISTING ±12' THRU LANE EXISTING ±8' PARKING EXISTING ±3' BIKE LANE BUFFER PROPOSED PEDESTRIAN RAMPS EXISTING ±7' BIKE LANE EXISTING ±7' BIKE LANEEXISTING ±3' BIKE LANE BUFFEREXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±9' BIKE LANEEXISTING ±10' TURN LANEEXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±7' BIKE LANEEXISTING ±3' BIKE LANE BUFFEREXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±7' BIKE LANEPROPOSED ±10' TURN LANEEXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±3' BIKE LANE BUFFERPROPOSED STRIPING EXISTING STRIPING (TYP.) PROPOSED PAVEMENT MARKINGS EXISTING VERTICAL CURB & GUTTER (TYP.)EXISTING ±7' SIDEWALKEXISTING ±7' SIDEWALKEXISTING ±8' SIDEWALKPROPOSED VERTICAL CURB & GUTTER PROPOSED STRIPING PROPOSED PAVEMENT MARKINGS APPROXIMATE EXISTING STRIPING (TYP.) SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST INT1 INTERSECTION STRIPING PLAN24 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 EXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET INT1 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 CABLE F.O. MH / / / / / / / /TTTTTTTTTT5015 (NAVD88) A M 5 0 1 4 ( N A V D 8 8 )5014 (NAVD88 )5013 (NAVD88)5011 (NAVD88)5010 (NAVD88)5008 (NAVD88)179 178 177 176 175 174 173 172171170169168 5010 (NAV D 8 8 ) 5011 (NAVD 8 8 )5012 (NAVD88)5013 (NAVD88)/ / / / / / / /SUDUDS S D F.O. MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS STA: 83 ELEV: 50 0 9 . 1 7 STA: 200 ELEV : 5 0 0 9 . 5 7 STA: 319 EL E V : 5 0 1 0 . 0 5 STA: 3 7 2 E L E V : 5 0 1 0 . 1 5 STA: 4 2 3 E L E V: 5 0 1 0. 3 3 STA: 5 2 2 E L E V : 5 0 1 0. 6 2 STA: 720 EL E V : 5 0 1 1 . 1 5 STA: 80 5 E L E V : 5 0 1 1 . 4 2STA: 905 ELEV: 5011.89STA: 983 ELEV: 5012.08STA: 1075 ELEV: 5012.31STA: 1136 ELEV: 5012.53SSSSSSSSSSSSSS/ / / / / / / /SUDUDh-a1 h-b2 h-b1 h-c1 h-d1 2.53 ac. H-B1 1.01 ac. H-A1 3.92 ac. H-B2 0.74 ac. H-C1 h-a20.16 ac. H-A2 0.17 ac. H-D1 os2 os3 1.80 ac. OS2 0.47 ac. OS3 0.44 ac. H-B3 h-b3 h-c2 5.47 ac. H-C2 3.38 ac. H-E1 1.38 ac. H-E2 h-e1 h-e2 0.48 ac. OS1 os1 0.04 ac. H-F1 h-f1 h-f2 0.18 ac. H-F2 S SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXIST I N G S P R I N G C R E E K T R A I L SPRI N G C R E E KEXISTING SIDEWALKEXISTING 8' TRAILCANAL IMPORTATIONWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS FEMA XSEC #22186 5014.4 FT (NAVD 88) FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 H1 PLANHISTORIC DRAINAGE 25 KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST INTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC. COMPANY PROJECT NO. P-11-6963 COMPANY PROJECT NO. 838-016 DATE: APRIL 2011 DATE: JULY 2015 KING SURVEYORS COMPANY PROJECT NO. 20190806 DATE: JANUARY 2020 PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 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 CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88). 3.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 4.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED MAY 5, 2021 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. A CROSS-SECTION (CSL)XS#: 2446 FIELD SURVEY BY: CORRECTED EFFECTIVE BASE FLOOD ELEVATION (BFE) 5003 (NAVD88)ELEVATION NAVD 88 BENCHMARK 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 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION DateCity Engineer Date Date Date Date Stormwater Utility Parks & Recreation Traffic Engineer Date APPROVED: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: CHECKED BY: Water & Wastewater Utility City of Fort Collins, Colorado UTILITY PLAN APPROVAL Environmental Planner CABLE F.O. T MH B M TTTTTTA M AL179 178 177 176 175 174 173 172171170169168/ / / / / / / // / / / / / / / W WWWSS SSUDUDS S D F.O. D MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSSSSSSSSSSUDUDUD FDC FDC FDCFDCFDC FDC FDC FDC / / / / / / / // / / / / / / / W WWWSS SSUDUDBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXBBBBBBBBBFollow-up on offsite basin flows in SWMM Model TRACT B TRACT A RAIN GARDEN A EXISTING DRAINAGE DITCH (DITCH C) DETENTION POND 2 1.32 ac. A1 0.98 ac. D1 0.22 ac. D2 0.61 ac. B1 1.75 ac. A2 0.54 ac. B2 0.64 ac. D7 1.15 ac. B6 0.48 ac. B5 0.29 ac. B4 3.48 ac. B3 0.11 ac. C1 0.16 ac. C2 0.49 ac. B7 0.47 ac. OS3 3.38 ac. E1 1.38 ac. E2 0.48 ac. OS1 1.80 ac. OS2 0.18 ac. F2 0.04 ac. F1 d7 d1 a1 b1 b2 b4 b5 b6 b7 b3 c1 d2 os2 os3 e1 e2 os1 c2 CITY OF FORT COLLINS 100-YR FLOODWAY S SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXIST I N G S P R I N G C R E E K T R A I L SPRI N G C R E E KEXISTING SIDEWALKCANAL IMPORTATIONWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS f2 f1 PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORM DRAIN PROPOSED OUTFALL PIPE PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE 5:15:15:15:112:1a2 PROPOSED STORM DRAIN DETENTION POND 1 1.16 ac. D5 PROPOSED STORM DRAIN PROPOSED STORM DRAIN 0.21 ac. D3 0.77 ac. D4 0.07 ac. D6 d4 d3 d5 d6 PROPOSED OUTLET STRUCTURE PROPOSED STORM CHAMBERS PROPOSED STORM CHAMBERSFEMA XSEC #22186 5014.4 FT (NAVD 88) FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED STORM DRAIN PROPOSED STORM DRAIN BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 1 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 6 BUILDING 7 BUILDING 8 BUILDING 9 BUILDING 10 POND OVERFLOW PATH POND OVERFLOW PATH EXISTING 8' TRAILW PROSPECT RD. W STUART ST. INTERMILL LAND SURVEYING, INC.NORTHERN ENGINEERING SERVICES, INC. COMPANY PROJECT NO. P-11-6963 COMPANY PROJECT NO. 838-016 DATE: APRIL 2011 DATE: JULY 2015 KING SURVEYORS COMPANY PROJECT NO. 20190806 DATE: JANUARY 2020 PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 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 CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED INLET A DESIGN POINT FLOW ARROW DRAINAGE BASIN LABEL DRAINAGE BASIN BOUNDARY PROPOSED SWALE SECTION 11 NOTES: A LEGEND: NORTH ( IN FEET ) 0 1 INCH = 80 FEET 80 80 160 240 DR1 DRAINAGE PLAN26 KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST CROSS-SECTION (CSL)XS#: 2446 FIELD SURVEY BY: CORRECTED EFFECTIVE BASE FLOOD ELEVATION (BFE) 5003 (NAVD88)ELEVATION NAVD 88 BENCHMARK 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION 2.ALL ELEVATIONS DEPICTED IN PLAN VIEW AND BENCHMARKS LISTED HEREON ARE PER THE CITY OF FORT COLLINS VERTICAL CONTROL DATUM (NAVD 88). 3.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. LANDSCAPING SHALL ALSO MEET THE REQUIREMENTS FOR NO RISE IN THE FLOODWAY. 4.REFER TO THE PRELIMINARY DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED MAY 5, 2021 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. 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 CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 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 FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION DEVELOPED DRAINAGE SUMMARY Design Point Basin ID Total Area (acres) C2 C100 2-Yr Tc (min) 100-Yr Tc (min) Q2 (cfs) Q100 (cfs) a1 A1 1.322 0.23 0.28 12.90 12.90 0.60 2.62 a2 A2 1.750 0.78 0.97 15.36 15.36 2.55 11.12 b1 B1 0.612 0.45 0.56 11.33 11.33 0.58 2.54 b2 B2 0.536 0.81 1.00 5.00 5.00 1.24 5.33 b3 B3 3.484 0.78 0.98 14.11 14.11 5.24 22.89 b4 B4 0.288 0.88 1.00 6.73 6.73 0.66 2.77 b5 B5 0.480 0.63 0.79 7.72 7.72 0.74 3.52 UDUDUDUD UD FDC FDC FDCFDCFDC FDC FDC FDC MH / / / / / / / /UDE E U D U D U DUDUD UD UD UD UD UD UD UD S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD D MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXSTSTSTSTSTSTSTWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS SSSSSSSSSSSSSSSSBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXXXXXBBBBBBBBBPROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 6' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN IP IP IP IP IP IP IP IP IP IP IP OP SFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFRS SF PROPOSED RAIN GARDEN RS RS RS RS RS RS RS RS RS PROPOSED 4' CONCRETE PAN RS VTC VTC RS PROPOSED OUTLET STRUCTURE SF PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE CWA LOT 1 TRACT B TRACT A TRACT C LOT 1 LOT 1 FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN SPRI N G C R E E K CANAL IMPORTATIONRP RP IP PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA PROPOSED 4' SIDEWALK CULVERT PROPOSED 4' SIDEWALK CULVERT HOBBIT ST HOBBIT STEXISTING SIDEWALKEXISTING SIDEWALKIP IP PROPOSED 2' CONCRETE PAN OP RS RS IP FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED 2' SIDEWALK CHASE STORM DRAIN 1 SEE SHEET ST1 STORM DRAIN 1-6 SEE SHEET ST2 STORM DRAIN 1-7 SEE SHEET ST2 STORM DRAIN 4 SEE SHEET ST4 STORM DRAIN 4-4B SEE SHEET ST4 STORM DRAIN 4-4A SEE SHEET ST4 STORM DRAIN 5 SEE SHEET ST5 STORM DRAIN 5-2 SEE SHEET ST5 STORM DRAIN 2 SEE SHEET ST3 PROPOSED STORMTECH CHAMBERS STORM DRAIN 3 SEE SHEET ST3 IP IP IP STORM DRAIN 6 SEE SHEET ST6 PROPOSED STORMTECH CHAMBERS DETENTION POND 2 DETENTION POND 1 SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 EC1 PLANEROSION CONTROL27 ( IN FEET ) 0 1 INCH = 60 FEET 60 60 120 180 NORTH CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R LEGEND: PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM INLET TEMPORARY BMP'S SEEDING AND MULCHING MU CONCRETE WASHOUT AREA CWA RSROCK SOCK OUTLET PROTECTION OP SILT FENCE SF SF 1.THE LOCATION OF EROSION CONTROL MEASURES HAS BEEN SHOWN FOR REFERENCE ONLY. THE CONTRACTOR MAY ALTER THE NUMBER OR LOCATION OF THE EROSION CONTROL MEASURES AS REQUIRED. 2.ALL OFF-SITE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESEEDED WITH A DRYLAND SEED MIX, AS SPECIFIED IN THE CITY OF LOVELAND STORMWATER SPECIFICATION SECTION 02377, PART 3, TABLE 1. 3.TOTAL DISTURBED AREA OF CONSTRUCTION = 5.91 ACRES 4.SWMP ADMINISTRATOR: Person ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. GENERAL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.SLOPE PROTECTION SHALL BE PROVIDED FOR DISTURBED AREAS STEEPER THAN 6:1. SLOPE PROTECTION CAN BE ACCOMPLISHED THROUGH SLOPE TERRACING USING A TRACKED VEHICLE, WINDROWING, HYDROMULCHING, EROSION CONTROL FABRIC, OR ANY METHOD AS APPROVED BY THE ENGINEER OR INSPECTOR. EROSION CONTROL NOTES: INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: LANDMARK APARTMENTS EXPANSION CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days SheetTHE QUARRY BY WATERMARKThese 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 SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 28 EC2 DETAILSEROSION CONTROL28 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 CONCRETE WASHOUT AREA CWA 2 ROCK SOCK DETAIL3 ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS VEHICLE CONTROL TRACKING PAD VTC 4 CURB INLET PROTECTION IP 7 SILT FENCE5 AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6"TOPSOIL"M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6"TOPSOIL6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12"MIN. STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.)6'3'1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W"4'3'2'ECB EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT --100% * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL MAX.70% EROSION CONTROL BLANKET8 SF OUTLET PROTECTION1 AA PLAN VIEW SECTION A-A 2:1 OP WQCV PLANTED RIPRAP INSTALLATION RP 6