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Home My WebLink AboutTHE QUARRY BY WATERMARK - FDP210016 - SUBMITTAL DOCUMENTS - ROUND 2 - 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 SEPTEMBER 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 C 001 COVER SHEET 2 C 100 GENERAL & CONSTRUCTION NOTES 3 C 200 EXISTING CONDITIONS & DEMOLITION PLAN 4 C 300 EROSION CONTROL PLAN 5 C 301 EROSION CONTROL DETAILS 6 - 9 C 400 - C 403 PAVING PLAN 10 C 410 ADA ROUTING PLAN 11 C 420 INTERSECTION STRIPING PLAN 12 C 500 OVERALL GRADING PLAN 13 - 18 C 501 - C 506 GRADING PLAN 19 C 510 SUBGRADE PLAN 20 C 600 OVERALL UTILITY PLAN 21 - 26 C 601 - C 606 UTILITY PLAN 27 - 28 C 607 - C 608 BUILDING 1 ROOF DRAIN PLAN 29 C 610 SANITARY SEWER LINES A & A3 PLAN & PROFILE 30 C 611 SANITARY SEWER LINES B & B3 PLAN & PROFILE 31 C 612 SANITARY SEWER LINES C & D PLAN & PROFILE 32 C 620 STORM DRAIN 1 PLAN & PROFILE 33 C 621 STORM DRAINS 1-5 & 1-6 PLAN & PROFILE 34 C 622 STORM DRAINS 1-8 & 1-9 PLAN & PROFILE 35 C 623 STORM DRAINS 2, 2A & 3 PLAN & PROFILE 36 C 624 STORM DRAINS 4, 4-4A, & 4-4 PLAN & PROFILE 37 C 625 STORM DRAINS 5 & 5-2 PLAN & PROFILE 38 C 626 STORM DRAIN 6 & UNDERDRAIN PLAN & PROFILE 39 C 700 HISTORIC DRAINAGE EXHIBIT 40 C 701 DRAINAGE EXHIBIT 41 - 42 C 800 - C 801 WATER DETAILS 43 C 802 SANITARY SEWER & DRAINAGE DETAILS 44 - 46 C 803 - C 805 DRAINAGE DETAILS 47 - 48 C 806 - C 807 SITE DETAILS C 001COVER 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 48 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 ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ 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 Contractor to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Contractor shall be responsible for unknown underground utilities. 7.The Contractor 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 Contractor to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Final Drainage and Erosion Control Report for The Quarry by Watermark, dated September 1, 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 Contractor, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Contractor 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 Contractor shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Contractor 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 Contractor 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 Contractor 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 Contractor shall be responsible for a re-design of the subject pavement section or, the Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Contractor 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 Contractor'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 Contractor shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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 Contractor 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. C 100CONSTRUCTION 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 48 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 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 SSSSSSSSSSSSSS2 1 " S S 2 1 " S S 2 1 " S S EXISTING 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 TO BE REMOVED 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 EXISTING HOBBIT STREET ASPHALT TO BE MILLED & OVERLAYED PER CITY STANDARDS PROPOSED SAWCUT EXISTING MANHOLE TO BE REPLACED EXISTING FH 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 48 C 200DEMOLITION 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 MHUDEE 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 SSSSSSSSSSSSSSSSEEEEE EEE EEEEEEEEEEEEE UDUDUDUD UDEEEEEE EE EEE E FDC FDCFDC FDC FDCFDCFDCFDC GG ENYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS EE E EEEEGGE E E E E EEG GGGEE E EEEEEG E NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS UP BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXIP IP IP IP IP IP IP IP IP IP IP SF SFSFSFSFRS SF RS RS RS RS RS RS RS RS RS RS VTC VTC RS SF CWA LOT 1 TRACT B TRACT A TRACT C LOT 1 LOT 1 SPRI N G C R E E K CANAL IMPORTATIONSS IP HOBBIT ST SHIELDS ST.EXISTING SIDEWALKEXISTING SIDEWALKIP IP OP RS RS IP IP IP IP DETENTION POND 2 DETENTION POND 1 IP IP IP IP RS SW SW SW SW 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 STORM DRAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED RAIN GARDEN PROPOSED 4' CONCRETE PAN PROPOSED OUTLET STRUCTURE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 8" STORM CULVERTS PROPOSED 8" STORM CULVERTS PROPOSED 12" STORM CULVERTS PROPOSED 2' SIDEWALK CHASE FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA PROPOSED 4' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED 2' SIDEWALK CHASE STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 1-8 SEE SHEET C 622 STORM DRAIN 1-9 SEE SHEET C 622 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4B SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 STORM DRAIN 2 SEE SHEET C 623 PROPOSED STORMTECH CHAMBERS STORM DRAIN 3 SEE SHEET C 623 STORM DRAIN 6 SEE SHEET C 626 PROPOSED STORMTECH CHAMBERS PROPOSED 2' SIDEWALK CHASE STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 SS SS SS SS FOREBAYSFSFSFSFSFSFSF SFSFSFSFSF SF SF LOC LOCLOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC LOC L O C L O C LOC LOC IP IP IP IP IP IP SF SF SF SF SF SF OP SF MU MU MU IP IPASHLAR DRW STU A R T S T 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 48 C 300PLANEROSION CONTROL4 ( 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. ANY MUD/DIRT TRACKED ONTO CITY STREETS SHALL BE CLEANED IMMEDIATELY. 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. 18.PERMANENT LID WATER QUALITY MEASURES WILL BE BUILT AS PART OF THE LAST SEQUENCE OF CONSTRUCTION ACTIVITIES ON THE SITE. EROSION CONTROL NOTES: INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC SCOURSTOP SS TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE QUARRY BY WATERMARK CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Straw Wattles * Inlet Protection * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Concrete Washout Area* Rock Socks * 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 SWSTRAW WATTLE LIMITS OF CONSTRUCTION LOC LOC 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 48 C 301DETAILSEROSION CONTROL5 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 SF 1 OUTLET PROTECTION 2 CONCRETE WASHOUT AREA 3 TYPICAL ROCK SOCK 4 VEHICLE TRACKING CONTROL PAD 5 SILT FENCE VTC 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 CWA AA PLAN VIEW SECTION A-A 2:1 OP WQCV 9 CURB INLET PROTECTION 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% IP TURF REINFORCEMENT MAT - SCOUR STOP7 36" ANCHOR STRAP BULLET ANCHOR RECESSED LOCK WASHER TRANSITION MAT TURF REINFORCEMENT MAT ANCHOR PATTERN ANCHOR ILLUSTRATION MAX. 1"-2" DROP FROM CULVERT FLOWLINE ONTO SCOURSTOP MATS PROFILE VIEW SECTION VIEW AA OUTLET AND CHANNEL SCOUR PROTECTION (TRANSITION MATS) DIRECTION OF FLOW TURF REINFORCEMENT MAT WIDTH OF PROTECTION LENGTH OF PROTECTION D D= CULVERT DIAMETER TRAN SI TI O N M A T S SOIL C O V E R A A CULVERT OUTLET PROTECTION - PLAN VIEW INSTALL ANCHORS PER SCOURSTOP INSTALLATION GUIDELINES MINIMUM DEPTH 24" IN COMPACTED, COHESIVE SOIL. MINIMUM DEPTH 30" IN LOOSE, SANDY, OR WET SOIL EXTRA ANCHORS AS NEEDED TO SECURE MAT TIGHTLY OVER SOIL COVER ABUT TRANSITIONS MATS TO END OF CULVERT OR CULVERT APRON. ADJACENT MATS ABUT TOGETHER LATERALLY AND LONGITUDINALLY. MINIMUM 8 ANCHORS PER MAT. EXTRA ANCHORS AS NEEDED FOR LOOSE OR WET SOILS. PROTECT BARE/ DISTURBED DOWNSTREAM SOILS FROM EROSION WITH APPROPRIATE SOIL COVER. NOTE: 1.SCOUR STOP MAT PRODUCT UTILIZED FOR TURF REINFORCEMENT MAT DIMENSIONS. OTHER TURF REINFORCEMENT MAT PRODUCTS EQUAL TO OR BETTER ALLOWED WITH APPROVAL OF THE ENGINEER AND CITY. 2.SEEDING AT OUTFALL OF STORM SEWER SHALL BE COMPLETED PRIOR TO INSTALLATION OF TURF REINFORCEMENT MAT. SS SEEDING TO OCCUR PRIOR TO INSTALLATION IP FL O W 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A"WATTLE "B" 1'2' TYP. 1'1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. W1 & W2 INSTALLATION NOTES: 1. THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2. WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3. WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4. NOT FOR USE IN CONCENTRATED FLOW AREAS. 5. THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6. WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7. ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8. RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9. SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10. STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. SW STRAW WATTLE6 8 INLET PROTECTION 10 CURB INLET PROTECTION Scourstop Schedule Storm Line Pipe Diameter (in) Velocity (cfs) Transition Mat W x L 2 & 2A 24 5*8'x8' 3 24 9.90 8'x8' 4 24 3.21 8'x8' 5 24 8.88 8'x8' / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /UP 6' SIDEWALK 6' SIDEWALK6' SIDEWALK 9' SIDEWALK6' SIDEWALK 9' SIDEWALKS SHIELDS ST.HOBBIT ST. 6' SIDEWALKEXISTING SIDEWALKLOT 1 8' SIDEWALK9' SIDEWALK5' SIDEWALK6' SIDEWALK 5' SIDEWALK9' SIDEWALK5' SIDEWALK 4.5' SIDEWALK4.5' SIDEWALK R15' R25' R15' R3'R3'R3'R3' R25' R25'R75' R7' R7'R7' R15' R15'R15'R15' R7' R7'R3' R7' R7' R15' R10' R15' R7' R15' R7' BLDG 6 BLDG 7 BLDG 2 BLDG 3 BLDG 4 BLDG 5 N:1448979.06 E:3113213.44 N:1449042.86 E:3113153.80 N:1449260.66 E:3113202.71 N:1449362.97 E:3113148.87 N:1449415.10 E:3113338.48 N:1449419.74 E:3113376.26 N:1449360.75 E:3113602.30 N:1449210.25 E:3113641.62 N:1449020.70 E:3113589.30 N:1449020.72 E:3113543.88 N:1449210.33 E:3113491.75 N:1449030.63 E:3113288.75 N:1449079.34 E:3113452.93 GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 MATCH INTO EXISTING SIDEWALK, CURB, AND GUTTER EXISTING RAMP TO BE UPDATED TO CURRENT CITY STANDARDS EXISTING STRIPING (TYP.) EXISTING HOBBIT STREET ASPHALT TO BE MILLED & OVERLAYED PER CITY STANDARDS P P D D D D D C D P P D D D P 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 2 2 2 4 4 2 5 5 5 5 5 5 5 TRASH ENCLOSURE 55 5 5 5 66 56 6 6 6 P 7 PROPOSED LANDSCAPE WALL PROPOSED 30" VERTICAL CURB & GUTTER 7 7 7 7 7 7 7 7 6 6 PROPOSED LANDSCAPE WALL 8 44 4 4 4 4 44 444 4 4 7 7 PROPOSED 2' PAN w/ 6" CURBS4 4 4 4PARKING STOP (TYP.) 11 1 1 1 P 1 1 2 2 2 2 2 2 2 2 PROPOSED LANDSCAPE WALL 7 7 5 4 2 3 7 2 3 5EXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±10' LANEEXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±10' LANE3 D 3 8.5'8.5' 8' 8' 8' 17' 9'8'9' 8' 9' 9' 8' 8' 8.5' 8.5' 8.5' 8.5'8.5' 5' 8' 8.5' 8.5'8.5' 17' 17'17'17' 8.5' 8.5' 17' 21' 17' 16.5' 15.5'15.5' 17'17'17' 17' 8.5' 8.5' 8.5' 8.5' 17' 15' 15' 17' 31' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 28.3' FL-FL 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 33' WATER EASEMENT 16.5' 12' 8' 5' 8' 23' 26' FL-FL 26' EMERGENCY ACCESS EASEMENT 10' UTILITY EASEMENT 26' FL-FLCOVERED BIKE PARKING D 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 48 C 400PAVING PLAN6 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. Feet03030 30 60 90 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 SEE SHEET C 402 SEE SHEET C 401EASEMENTS 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. 9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 11.SINGLE POINT CURB TRANSITIONS ARE 6'. 12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 3 4 5 6 7 18" VERTICAL INFLOW CURB & GUTTER 18" FLUSH CURB 30" OUTFALL DRIVE-OVER CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP 8 X' CONCRETE PAN 8 PUBLIC CONCRETE FLATWORK HEAVY DUTY PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 6" CURB CUT 1 P0TS 3 C 402 C 403 C 401C 400 MHX/ / / / / / / /SUDUDUDE E E E E E E E E E UD UDUDU D U D U D U D U D U D U D U D U DSSSSSSSS S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH MM MHXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXX7' SIDEWALK4' SIDEWALK10' SIDEWALK6' SIDEWALK WALLENBERG DR.EXIST ING 8 ' TRA IL TRACT ACANAL IMPORTATION9' SIDEWALK9' SIDEWALK6' SIDEWALK9' SIDEWALK 6' SIDEWALK 4' SIDEWALK7' SIDEWALK4' SIDEWALK4' SIDEWALKR15' R15'R25'R3' R3' R3' R25' R3' R15' R25' R25' BLDG 8 BLDG 18 BLDG 17 BLDG 16 BLDG 15 BLDG 14 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 N:1449428.90 E:3113756.24 N:1449355.66 E:3113829.81 N:1449423.81 E:3113849.38 N:1449355.65 E:3113785.26 N:1449428.91 E:3113800.80 N:1449350.55 E:3113878.40 N:1449350.56 E:3113922.96 N:1449423.81 E:3113922.95 N:1449294.57 E:3113888.84 N:1449265.55 E:3113962.11 N:1449250.01 E:3113888.85 N:1449220.98 E:3113962.12 N:1449205.55 E:3113891.10 N:1449177.37 E:3113959.68 N:1449163.20 E:3113891.09 N:1449135.02 E:3113959.67 N:1449103.28 E:3113891.06 N:1449075.11 E:3113959.64 N:1449060.94 E:3113891.06 N:1449032.76 E:3113959.63 N:1449040.88 E:3113740.67 N:1449266.93 E:3113799.65 GARAGE 5GARAGE 6 EXISTING SIDEWALK CULVERT FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN RAIN GARDEN BIOMEDIA AREA PROPOSED LANDSCAPE WALL (TYP.) CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED 2' PAN w/ 6" CURBS EXPOSE BACK OF CURB D D D PROPOSED DRIVE-WAY PER LCUASS STANDARDS D P D D D D 2 2 2 2 2 2 2 22 2 2 2 2 1 1 3 4 5 6 6 5 6 5 5 5 5 5 7 8 4 4 4 4 4 6 44 6 6 4 4 PROPOSED LANDSCAPE WALL P 1 1 2 1 EXISTING HOBBIT STREET ASPHALT TO BE MILLED & OVERLAYED PER CITY STANDARDS SIDEWALK WITH THICKENED EDGE PROPOSED LANDSCAPE WALL PROPOSED 2' PAN w/ 6" CURBS 3 3 3 11' SIDEWALK TRENCH DRAIN PROPOSED MONUMENT SIGN 9' 9' 8.5' 8.5' 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' 26' FL-FL 26' FL-FL 26' EMERGENCYACCESS EASEMENT26' EMERGENCY ACCESS EASEMENT 26' FL-FL 8'15' 8'17' 8.5' 21'26' EMERGENCYACCESSEASEMENT24' ACCESS EASEMENT 1 5' SIDEWALK 12" CURB 7' CURB TRANSITION7' CURB TRANSITION DASHLAR DRR25' 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 48 ( 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 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 RSEE SHEET C 400C 401PAVING PLAN7SEE SHEET C 403 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. 9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 11.SINGLE POINT CURB TRANSITIONS ARE 6'. 12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 3 4 5 6 7 18" VERTICAL INFLOW CURB & GUTTER 18" FLUSH CURB 30" OUTFALL DRIVE-OVER CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP 8 X' CONCRETE PAN 8 PUBLIC CONCRETE FLATWORK HEAVY DUTY PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 6" CURB CUT 1 P0TS 3 C 402 C 403 C 401C 400 CABLE F.O. T FOFOF.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /HILL POND CONDOMINIUMS UP 6' SIDEWALK 9' SIDEWALK 6' SID E W A L K 10' SI D E W A L K 10' SIDEWALK SPRIN G C R E E K EXIS TI N G S P RI N G C R E E K T R AI L TRACT C 9' SIDEWALK 9' 9' 9'21' 9'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/ BUFFEREXISTING ±10' LANEEXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±6' BIKE LANE w/ BUFFEREXISTING ±10' LANER25' R25'R75' R3' MATCH EXISTING CURB RETURN R25' MATCH EXISTING CURB RETURN R25' R3' R15' R75' R3' BLDG 1EXISTING SIDEWALKEXISTING SIDEWALKEXISTING SIDEWALKN:1448856.83 E:3113142.11 N:1448927.96 E:3113410.66 N:1448979.06 E:3113213.44 TRACT B PROPOSED 4' SIDEWALK CULVERTNATURAL AREA BUFFER EXISTING RAMPS TO BE UPDATED TO CURRENT CITY STANDARDS EXISTING RAMPS TO BE UPDATED TO CURRENT CITY STANDARDS PROPOSED STRIPING (TYP.) EXISTING STRIPING (TYP.) INTERSECTION STRIPING DETAILS SEE SHEET INT1 PROPOSED MAINTENANCE ACCESS PATH D D C D D D D D D PROPOSED STRIPING D 2 2 2 2 2 1 1 1 1 1 1 4 4 2 4 4 4 2 66 56 6 7 7 7 4 4 4 4 PARKING STOP (TYP.) PARKING STOP (TYP.) PARKING STOP (TYP.) 1 2 PROPOSED LANDSCAPE WALL 7 2 3 2 5 D 9' 9'8' 9' 9' 8' 9' 17' 17'17' 17'17' 17' 8.5' 17' 31' FL-FL 26' FL-FL 26' FL-FL 60' FL-FL 31' EMERGENCY ACCESS EASEMENT 21' 33' WATER EASEMENT 21' 8' 21' 50' PUBLIC ACCESS & TRAIL EASEMENT 26' EMERGENCY ACCESS EASEMENT 9' 21' 9' 5 5 TRENCH DRAIN W STUART ST W STU A R T S T 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 48 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 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 ) 0 1 INCH = 30 FEET 30 30 60 90 C 402PAVING PLAN8 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. 9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 11.SINGLE POINT CURB TRANSITIONS ARE 6'. 12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 3 4 5 6 7 18" VERTICAL INFLOW CURB & GUTTER 18" FLUSH CURB 30" OUTFALL DRIVE-OVER CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP 8 X' CONCRETE PAN 8 PUBLIC CONCRETE FLATWORK HEAVY DUTY PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 6" CURB CUT 1 P0TS 3 C 402 C 403 C 401C 400 SEE SHEET C 400 SEE SHEET C 403 XUDUDUDUDUDUDUDUDUDUDUDXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS STBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB10' SI D E W A L K 10' SIDEWALK TRACT B R25' R3' R15' R25'R25' R25' R25' R75' SPRING CREEK EXISTI N G S P R I N G C R E E K T R A I L GARAGE 6 FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED LANDSCAPE WALL (RE: LANDSCAPE) FEMA 100-YR FLOODWAY NATURAL AREA BUFFER PROPOSED MAINTENANCE ACCESS PATH D D D D D D C PROPOSED OVERFLOW WEIR 2 2 2 2 2 2 1 1 1 4 7 8 6 44 6 6 4 P 1 2 2 3 3 3 2 11' SIDEWALK 8' 8.5' 8.5' 8.5'17' 8.5' 17' 17' 26' FL-FL 8'15' 8'17' 50' PUBLIC ACCESS & TRAIL EASEMENT 12' ACCESS EASEMENT 24' ACCESS EASEMENT 1 12" CURB 7' CURB TRANSITION7' CURB TRANSITION D COVERED BIKE PARKING W STU A R T S T 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 48 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 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 ) 0 1 INCH = 30 FEET 30 30 60 90 C 403PAVING PLAN9 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. 9.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 10.ATTACHED WALK WIDTHS ARE FROM FLOWLINES. 11.SINGLE POINT CURB TRANSITIONS ARE 6'. 12.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 13.ALL CURB & GUTTER CALLS ARE UNLESS OTHERWISE NOTED. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE ASPHALT PAVING PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: PRIVATE CONCRETE FLATWORK SITE SIGN LEGEND SIGNAGE NOTE: SIGN LOCATIONS SHOWN ARE APPROXIMATE. FINAL LOCATION MAY VARY. RESERVED PARKING 2 P D C 2 3 4 5 6 7 18" VERTICAL INFLOW CURB & GUTTER 18" FLUSH CURB 30" OUTFALL DRIVE-OVER CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PARALLEL ACCESS RAMP DIRECTIONAL ACCESS RAMP COMBINATION ACCESS RAMP 8 X' CONCRETE PAN 8 PUBLIC CONCRETE FLATWORK HEAVY DUTY PRIVATE CONCRETE PAVING P FIRE LANE 1' SIDEWALK CHASE 2' SIDEWALK CHASE X 2' CONCRETE TRICKLE PAN 1 6" CURB CUT 1 P0TS 3 C 402 C 403 C 401C 400 SEE SHEET C 401 SEE SHEET C 402 MHUDE E E E U D U D U D U DSS S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XXXXXXXXXXXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST UP BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXXX6' SIDEWALK 6' SIDEWALK6' SIDEWALK 6' SIDEWALK 9' SIDEWALK6' SIDEWALK 9' SIDEWALK 6' SID E W A L K 10' SID E W A L K 7' SIDEWALK4' SIDEWALK 5' SIDEWALK 10' SIDEWALK6' SIDEWALK HOBBIT ST.WALLENBERG DR.10' SIDEWALK 10' SIDEWALK 6' SIDEWALK 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 C CANAL IMPORTATION9' SIDEWALK9' SIDEWALK8' SIDEWALK9' SIDEWALK5' SIDEWALK9' SIDEWALK 6' SIDEWALK6' SIDEWALK 9' SIDEWALK 6' SIDEWALK 5' SIDEWALK9' SIDEWALK5' SIDEWALK 4.5' SIDEWALK 4' SIDEWALK7' SIDEWALK4.5' SIDEWALK 4' SIDEWALK4' SIDEWALKBLDG 6 BLDG 7 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 8 BLDG 18 BLDG 17 BLDG 16 BLDG 15 BLDG 14 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 BLDG 1 N:1448856.83 E:3113142.11 N:1448927.96 E:3113410.66 N:1448979.06 E:3113213.44 N:1449042.86 E:3113153.80 N:1449260.66 E:3113202.71 N:1449362.97 E:3113148.87 N:1449415.10 E:3113338.48 N:1449419.74 E:3113376.26 N:1449360.75 E:3113602.30 N:1449428.90 E:3113756.24 N:1449355.66 E:3113829.81 N:1449423.81 E:3113849.38 N:1449355.65 E:3113785.26 N:1449428.91 E:3113800.80 N:1449350.55 E:3113878.40 N:1449350.56 E:3113922.96 N:1449423.81 E:3113922.95 N:1449294.57 E:3113888.84 N:1449265.55 E:3113962.11 N:1449250.01 E:3113888.85 N:1449220.98 E:3113962.12 N:1449205.55 E:3113891.10 N:1449177.37 E:3113959.68 N:1449163.20 E:3113891.09 N:1449135.02 E:3113959.67 N:1449103.28 E:3113891.06 N:1449075.11 E:3113959.64 N:1449060.94 E:3113891.06 N:1449032.76 E:3113959.63 N:1449040.88 E:3113740.67 N:1449266.93 E:3113799.65 N:1449210.25 E:3113641.62 N:1449020.70 E:3113589.30 N:1449020.72 E:3113543.88 N:1449210.33 E:3113491.75 N:1449030.63 E:3113288.75 N:1449079.34 E:3113452.93 SPRING CREEK EXISTI N G S P R I N G C R E E K T R A I L GARAGE 1 GARAGE 2 GARAGE 3 GARAGE 4 GARAGE 5GARAGE 6 11' SIDEWALK 26' EMERGENCY ACCESS EASEMENT FEMA 100-YR HIGH RISK FLOOD FRINGE NATURAL AREA BUFFER EXISTING RAMP TO BE UPDATED TO CURRENT CITY STANDARDS EXISTING RAMPS CITY STANDARDS EXISTING RAMPS TO BE UPDATED TO CURRENT CITY STANDARDS FEMA 100-YR FLOODWAY NATURAL AREA BUFFER PROPOSED MAINTENANCE ACCESS PATH P P PROPOSED DRIVE-WAY PER LCUASS STANDARDS P P TRASH ENCLOSURE P P P P P P P E E E E E E E E E E E E E E G G FFE=16.50 FFE=16.67 FFE=19.00 FFE=19.65 FFE=17.50 FFE=15.65 FFE=15.00 FFE=15.00 FFE=14.83 FFE=14.83 FFE=15.00 FFE=15.00 FFE=15.43 FFE=15.43 FFE=15.82 FFE=15.82 FFE=17.27 FFE=17.49 ASHLAR DRW STUART ST G MAINTENANCE GARAGE E E E E E E E E E E EE E E E E 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 48 C 410ADA ROUTING PLAN10 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.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 5.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE PROPOSED LOT LINE PROPOSED OUTFALL VERTICAL CURB & GUTTER LEGEND: ADA ACCESSIBILITY PATH E P G ADA ACCESSIBLE BUILDING ENTRANCE ADA ACCESSIBLE PARKING ADA ACCESSIBLE GARAGE TTTTTTTTT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EEEEEEEEEE E E FDC FDCFDC G G G G 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 RAMP (FOR REFERENCE ONLY) FUTURE PEDESTRIAN RAMPS (FOR REFERENCE ONLY) 9' SIDEWALK 10' SIDEWALK EXISTING ±6' BIKE LANE EXISTING ±12'RIGHT TURN LANE ±10' LEFT/THRU LANE EXISTING ±12' THRU LANE EXISTING ±8' PARKING EXISTING ±3' BIKE LANE BUFFER 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 ±9.5' 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.) PROPOSED RESTRIPING OF EXISTING LEFT TURN LANE 4'x4' ADA LANDING PEDESTRIAN PUSH BUTTON 9.96' 9.09' 4'x4' ADA LANDING PEDESTRIAN PUSH BUTTON 8.56' 8.89'4'x4' ADA LANDING (BY OTHERS) 4'x4' ADA LANDING (BY OTHERS) 8.27' PEDESTRIAN PUSH BUTTON (BY OTHERS) PEDESTRIAN PUSH BUTTON (BY OTHERS) FUTURE PEDESTRIAN RAMP (FOR REFERENCE ONLY) 8.07' 9.41' 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 48 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 C 410INTERSECTION STRIPING PLAN11 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 C 420 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 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 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXEEEEE EEE EEEEEEEEEEEEE UDUDUDUD UDEEEEEE EE EEE E FDC FDCFDC FDC FDCFDCFDCFDC ENYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS EE E EEEEE E E E E EEEE E EEEEEE NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYSS 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 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 RAIN GARDEN PROPOSED OUTLET STRUCTURE PROPOSED DRAINAGE EASEMENT LOT 1 TRACT B TRACT A TRACT C SPRI N G C R E E K RAIN GARDEN BIOMEDIA AREA PROPOSED 2' CONCRETE PAN PROPOSED 4' SIDEWALK CULVERTEXISTING SIDEWALKEXISTING 8' TRAILPROPOSED LANDSCAPE WALL CANAL IMPORTATIONPROPOSED 2' CONCRETE PAN STORM DRAIN 1 SEE SHEET C 620 FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY W STUART ST. STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 1-9 SEE SHEET C 622 STORM DRAIN 1-8 SEE SHEET C 622 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 3 SEE SHEET C 623 STORM DRAIN 6 SEE SHEET C 626 UNDERDRAIN SEE SHEET C 626 POND OVERFLOW PATH POND OVERFLOW PATH PROPOSED STORM CHAMBERS PROPOSED STORM CHAMBERS STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 BLDG 6 BLDG 7 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 8BLDG 18BLDG 17BLDG 16BLDG 15BLDG 14 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 BLDG 1 EMERGENCY OVERFLOW WEIR PROPOSED LANDSCAPE WALL CULVERTS SEE SHEET U1-U4 CULVERT SEE SHEET U1-U4 CULVERTS SEE SHEET U1-U4 CULVERT SEE SHEET U1-U4 AREA DRAINS SEE SHEET U1-U4 PROPOSED OUTLET STRUCTURE AREA DRAINS SEE SHEET U1-U4 FFE=19.00 FFE=17.49 FFE=16.50 FFE=16.67 FFE=15.65 FFE=17.27 FFE=14.83 FFE=14.83 FFE=15.00 FFE=15.00 FFE=15.00 FFE=15.00FFE=15.43FFE=15.43FFE=15.82FFE=15.82FFE=17.50FFE=19.65 ASHLAR DRW STU A R T S T 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 48 C 500OVERALL GRADING PLAN12 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 AS 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 ARE 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 C 501 C 502 C 503 C 504 C 506 C 505C 505 / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK 5' SIDEWALK 6' SIDEWALK 6' SIDEWALK6' SIDEWALK 6' SIDEWALK 4.5' SIDEWALK S SHIELDS ST.HOBBIT ST. 4.5' SIDEWALK 5' SIDEWALKFDC FDCFDC FDC17.761 7 . 8 4 17.83 1 7 . 3 9 17.2917.5417.4517.3217.0216.9118.641 7 . 9 0 18.34 18.3416.67 16. 5 2 16.0816. 2 0 16.82 15.2816.49 16.0516.07 15.8217.0717.55 1 6 . 5 117.7715.17 17. 0 5 19.00 18.341 8 . 9 9 19. 5 8 19.65 19.65 19. 6 5 2.3%2.8%4.2%3.9%3.0%2.0%2.3%1.2% 2.1% 1.9%2.4%2.4%2.4%0.5%0.2%2.0%1.5%2.0% 0.5%0.5% LOT 1EXISTING SIDEWALK9' SIDEWALKLOT 1 LOT 1 1.3%1.7%2.0%0.5%0.5%1.5%17.811 7 . 8 1 17.881.6%0.5%9' SIDEWALK1.6%0.5%29' HALF ROW FFE=16.50 FFE=19.00 FFE=19.65 FFE=17.50 FFE=17.49 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 AREA DRAIN 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 48' SANITARY SEWER EASEMENT PROPOSED 30" VERTICAL CURB & GUTTER PROPOSED LANDSCAPE WALL PROPOSED AREA DRAIN PROPOSED AREA DRAIN STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 1-9 SEE SHEET C 622 17. 2 7 16.3516. 7 3 16.85 1.5%2.0%PROPOSED AREA DRAIN PROPOSED AREA DRAIN2.8%BUILDING 6 BUILDING 7 BUILDING 2 BUILDING 3 BUILDING 416.0216.6615. 6 2 15.5816.24 16.37 15. 1 7 15.5316.0415.9116.4816.42 15.4115. 9 00.5%0.5%16.4116. 0 8 2.0% 2.0% 1.7%0.5%0.7%17.8415. 2 6 15.4115.5615. 7 3 15. 9 4 15.96 15. 4 2 15.05 14.88 15.96 1 6 . 0 3 16.1717.0717.09 17. 1 8 17.05 16.52 16.54 16.61 16.49 16.40 16.1815.80 15.3015. 1 1 15.7015.6115.6315.70 16.23 16. 0 9 16. 1 9 16.2217.0417.0017.0417.1717. 1 0 16.9316.8416.8216.61 16. 5 4 1 6 . 1 6 16.29 1 6 . 2 8 15.5315.45 17.7817.7217.700.7%17.2017.14 17.43 HP 17.28 1 7 . 2 3 16. 8 2 16.8216.90 17. 1 3 15. 1 817.0616.920.5%15.1715.0215.78 15. 6 8 15.70 16.3016.20 16.17 16.19 16.2817.76 17.6017.61 17.80 18. 3 2 15.70LP16.17 LP 0.5% 2.0%15.100.5%PROPOSED 2' SIDEWALK CHASES PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASEPROPOSED 1' SIDEWALK CHASE PROPOSED 2' CURB CUT PROPOSED 1' CURB CUT AREA DRAINS SEE SHEET C 601-C 60618.46HP18.41 18. 3 7 18.2918.4918.2218.2519.2019.5619.0019. 0 0 19.6518.9918.9218.901 8 . 3 4 18.8618.2518.3418.3318.8119.6519.5619.6518.9918.9918.89 18.9019.6519. 5 0 19.6518.9918.9918.9219.5619.6518.9919.6519. 5 619.4017. 9 0 17.8017.30 16.98 16. 9 3 16.6916.66 17.1717.6017.5418.03 18.3417.4918.0017.6217.4916.6718.7618.6817.9717. 2 1 19. 6 5 19. 6 2 19.4918.3217.6017. 6 3 18. 1 8 18.1017. 3 0 17.2417.0216.9519.76(19.82)19.48 19.6519.5619.39 18.561 8 . 5 9 18.511 8 . 0 0 17. 9 718.1219.111 9 . 1 8 19. 4 619.241 9 . 6 5 19.55 1 9 . 6 2 19.65 19.56 19.5619.5018.2318.2719.4520.2819.4219.56 19.6518. 9 9 1 8 . 9 9 18.991.5%2.0%18.2918.2018.244.5%3.1%2.0%2.0%2.0%2.0%18.16 0.5%18.8918.4320.25MATCH EXISTING PAVEMENT PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED 2' SIDEWALK CHASE 2.0%1.5%1.5%1.7%2.7%1.5%PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS 1.6%0.6%1.0%1.8%1.5%0.5% 0.5% 2.0%2.0%1.5%1.4%1.6%1.5%2.0%0.6%0.6%17.5016.8716.8316.7516.751 6 . 7 5 1 6 . 2 8 16.2616.7516.6116.1416.1616.6716.1715.9216.33HP16.2416.25HP15.900.5%17.0715.80HP16.4316.3716.14 HP 16.49 1 7 . 4 1 17.40 17.5016. 8 3 15.18 15.7015.6515.67 17.42 17.4617.50 1 7 . 5 0 17. 3 3 15.5815.4215.3714.87 14.89 14. 5 0 14.4814.9815.0314.99 15.53 15.59 17.34 17.4017.5017.5017.4617.40 15.65 15.59 14.76 14. 2 014.7317. 5 0 17.4017.5016.8316.7516.7517.4016. 8 317.5017.4017.5016.8316.8315. 1 5 17. 4 0 18.87 18.92AREA DRAINS SEE SHEET C 601-C 606 AREA DRAINS SEE SHEET C 601-C 606 CULVERTS SEE SHEET U1-U4 CULVERTS SEE SHEET C 601-C 606 CULVERTS SEE SHEET C 601-C 606 CULVERTS SEE SHEET C 601-C 606 PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN (19.64)(19.62)(20 . 2 3 ) PROPOSED 2' PAN w/ 6" CURB 17.27 16.41 16. 3 8 1 6 . 0 1 1 5 . 9 3 1 5 . 4 9 15.231 4 . 9 4 16.20 1 4 . 9 8 14.871 4 . 8 2 LP15.2215.131 7 . 1 017.1016.41 16.92 16.51 17.26 16. 3 0 16.62 16.28 16.96 16.1516.41 15.0915. 0 6 14.97 14. 9 4 LP 15.1315.3016. 0 5 15.24 15.28 1 5 . 6 4 16. 0 916.2016.0717.11 LP 17.96 HP16.82LP1 6 . 0 6 16.031 5 . 6 1 1 5 . 5 9 15.151 8 . 3 4 17.9817.90 17.8118.1218.1617.9017.6217.7317.2017.11 17.1217.03 17.191 6 . 6 719.0018.9118.3418.3418.13 18.1317.4916.5517.7618.18(19.55)(19.54) (19 . 3 0 ) (19 . 2 9 ) (19 . 2 5 ) (19.24) (18.90) (18.86) (18 . 7 9 ) (18.77) (18.46) (18.45) 19.00 18.94 16. 6 9 18.3316.9719.0018.92 18.80 18.35 18.37 18.97 18.91 19.00 18.77 17.14 17.24 18.91 19.00 18.44 18. 3 6 18.91 18.97 19.00 18.8617.4118.34 18. 3 417.6918.95 19.00 18.81 1 8 . 1 7HP 18.3419. 0 0 18.9119.001 8 . 3 4 18.14 17. 6 417.681 7 . 7 7 1 7 . 7 3 18.15 1 8 . 3 3 17.69 19.00 18.91 19.00 18.34 18.10 18.1517.5618.00 17. 9 0 18.34 2.0% 1.5% 1.1%1.5%3.3%2.0%0.6%1 5 . 2 0 15. 5 0 HP 2.0%0.6%0.5%4.5%0.6%0.5%1.7%2.0%1.4%0.8%2.0%1.5%15.83 2.0%1.2%2.0% 16. 4 5 16.37 17.30 17. 1 6 17.16 16.25 16.37 16.8216.7316.7016.7516.29 16.87 16. 3 3 16.1916.2416.3316.32 16.58 HP 16.82 16. 8 2 16.80 16.82 16.8216.82 17.16 15.7315.34 15. 8 9 17.00 16.00 16.06 15. 9 3 15. 0 9 14. 9 7 15. 1 2 15. 8 3 1 5 . 8 3 15.33 15. 3 3 15. 8 4 16. 5 015.2116. 5 0 15. 3 3 15. 8 3 15. 3 3 16.50 15. 5 7 16.5015. 9 3 16. 0 0 1 6 . 5 0 15.8315.81 15.87 15. 9 5 15.24 15.76 16.5016.41 15.91 15.55 15.4615.8515.5415.6315.921 6 . 6 1 1 6 . 5 016.861.6%2.2%2.0% 1.5% 1.5% PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 18.75 18.85 CULVERTS SEE SHEET C 601-C 606 18.07 17.53 1.1%4.2%2.0% 17.43 HP 17.010.5%0.5%0.5%2.0%2.0%1.5%3.7%17.16 17.05 17.16 16.8316.4816. 3 7 3. 0%1.9%3.7%0.8% PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN 16. 4 0 16. 0 3 15.60 PROPOSED 1' SIDEWALK CHASE 15.76 15.91 1 6 . 4 1 1 5 . 7 5 15.7815.83 15. 6 9 16. 4 1 1 5 . 8 2 15.8316.131.5%0.5%2.3%1.8%2.2%2.3%1.3%1.0% 15.18 1.5%PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 15. 7 1 PROPOSED STAIR 16.50 PROPOSED STAIR PROPOSED STAIR 16.50 2.0%1.8%1.8%1.7%1.8%2.0%2.0%2.0%2.9%2.0%0.5%2.6%1.7%2.7%0.6% 17.40 16.1416.161.5%18.22 GARAGE 1 GARAGE 2 GARAGE 3 18.49 HP 15.46HP17.53 PROPOSED 2' CONCRETE PAN 16.3916.78 17.0817.2115.98HPFFE= 17.30 PROPOSED AREA DRAIN PROPOSED 1' SIDEWALK CHASE18.3%11.2%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 48 C 501GRADING PLAN13 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 C 503 SEE SHEET C 502C 501 C 502 C 503 C 504 C 506 C 505C 505 XUDU D U D U D U DUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH XXXXXXXXX5' SIDEWALK 6' SIDEWALK 9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK7' SIDEWALK6' SIDEWALKUDUDUDUDUDUDUDFDC FDCFDCNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS 13.3313.62 13.31 1 3 . 8 9 13.5415.1915. 2 6 14.84 15. 8 3 15. 0 6 15.43 15.4013.97 14.1914.37 14.23 14.5913.94 13. 9 114.1314.92 14.92 14.51 13.5414.17 14.53 12. 7 3 12.13 14.9115. 0 6 14.97 14.99 16.6716.1516. 4 0 15.90 14.77 14. 7 7 14.2014.33 14.35 1 4 . 1 3 4' SIDEWALK 4' SIDEWALK 5' SIDEWALK 0.7%1.5%2.9% 0.6%0.5%1.9%1.0%3.2%2.0%2.8% 2.3% 1.8% 2.0% 2.9%0.2%0.6%0.5%0.5%10' SIDEWALK4' SIDEWALKLOT 1 TRACT A LOT 1 EXISTING 8' TRAIL(12.40)(11.88)HOBBIT ST 13.31 LOT 1 LOT 1 13.35 13.941 3 . 8 1 6' SIDEWALK 0.7%0.5% 13.90 12.913.8%2.0% 2.0% 1.5% 3.5% FFE=16.50 FFE=16.67 FFE=15.65 FFE=15.00 FFE=15.00 FFE=14.83 FFE=14.83 FFE=15.00 FFE=15.00 FFE=15.43FFE=15.43 FFE=15.82FFE=15.82 PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 26' EMERGENCYACCESS EASEMENT26' EMERGENCY ACCESS EASEMENT 48' SANITARY SEWER EASEMENT NATURAL AREA BUFFER48' SANITARY SEWER EASEMENTPROPOSED 4' CONCRETE PAN STORM DRAIN 1 SEE SHEET C 620 TIE TO EXISTING CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER STORM DRAIN 1-6 SEE SHEET C 622 PROPOSED 4' CONCRETE PAN15.2615.38 13.61 10. 5 2 2.0% 2.0% PROPOSED FOREBAY 1 6 . 6 0 BUILDING 18 BUILDING 17 BUILDING 16 BUILDING 15 BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 BUILDING 9 BUILDING 4 BUILDING 5 BUILDING 813.2013. 8 3 16. 4 0 14.3215.981 5 . 7 0 1 5 . 6 22.0%2.0%2.0%2.8% 3.6% 14.00 10.409.72 9.87 13.53 14.2414.5012.2214.11 10.85 13. 7 2 10. 3 710.620.5%0.8%0.6%13.9814.6914.99 PROPOSED 2' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 14.91 1 4 . 8 9 14.90 14.98 15.53 15.7215.0914.5614.2214.17 14.05 14.51 14.4515.3415.2115.23 15. 4 2 14.7414.66 14.6814.9114. 5 0 13.871 3 . 7 9 13.54 13.69 13.28 13. 1 7 13.68 13.66 13.71 13.75 12. 9 4 12. 8 8 13.1713. 0 2 13.03 13.22 12.9112.8513.34 13.41 13.611 3 . 5 5 13.5613.661 3 . 5 913.5214.2114.23 13.0614.11 13.95 1 4 . 5 6 12.61 LP 14.58 11.59 STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE 29' HALF ROW PROPOSED STAIRS 1.6%1.5%14.4814.9815.53 15.59 17.34 17.4017.5017.5017.4617.40 15.65 15.59 14.76 14. 2 014.7314.431 4 . 6 8 17. 5 0 17.4017.50 0.8%1.5%15.83 16. 5 0 15.921.8%PROPOSED STAIRS PROPOSED 2' SIDEWALK CHASE PROPOSED LANDSCAPE WALL PROPOSED 2' CONCRETE PAN (13.06)13.10MATCH EXISTING PAVEMENT AREA DRAINS SEE SHEET C 601-C 606 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE17.5016.8317. 4 0 15.5315.59 14.1315. 4 5 14.2014.0214.0214.5913.4515.2615.3815.751 6 . 8 3 15.2715.2015.1315.1314.6614.1213.88 14.371 4 . 4 3 14.6214.5814.5814. 4 9 13. 9 514.4914.3714.69 14.7514.67 14.64 14.66 14.58 14.99 15.4715.5615.0316.7516.1716.75 16.8316.8315.3416.8316.8316.8316.8316.8314.2813.86MATCH EXISTING SIDEWALK (13.52)MATCH EXISTING PAVEMENT 14.5214.2814.1416.0714.7315.0313. 9 7 13.4713.5413.1112.73(12.86)12.4712.4412.2511.96 12.1812.15 12.06 12.40(12.48)(12.27)(12.22)(1 3 . 2 5 ) 13.14 12.3613.0113.0113.0412.03 12.0513.1614.9115.1515.4915.1510.7312.1411.1914.9215.4915.3015.4915.4915.4915.1715. 4 9 14.6614.6015.10 14.24 14.2714.77 14.1214.1015.1514. 6 6 15. 4 9 15. 1 5 14. 6 2 14.5813.9914.0013. 9 2 13. 9 9 13. 7 3 13.42 13. 4 9 13. 4 2 13. 6 4 12. 4 2 12. 3 4 12.09 14. 5 6 14. 7 7 15. 1 0 15. 1 0 15. 1 0 15. 0 6 14. 9 1 15. 1 0 15. 1 0 14. 5 6 15. 1 0 15. 1 0 13. 5 6 13. 6 5 12. 8 2 12. 7 0 14. 7 7 14. 9 4 15. 4 9 15. 4 9 15. 4 9 15. 4 9 15. 1 5 14. 3 9 14. 8 114.9313. 7 7 13.85 14.4714. 7 7 15.1515.4915.8215. 8 2 14. 4 8 14. 5 8 14. 5 7 14. 5 5 14. 6 4 13. 9 1 13.8213. 3 7 14.26 14.09 14.01 13.74 13.14 14.41 13.88 13.79 13.77 13.86 14.32 14.5714.44 14.49 14.41 14.0413.61 14.15 14.10 14. 2 7 14.3213.64 13.7213.86 13.94 13.80 14.71 14.62 1 4 . 5 7 14. 6 6 15.1015.06 14.92 15.55 15.65 14.4114.9815.44 15. 2 0 14.6914.03 14. 7 0 15.3815.77 15.86 15.84 15.70 15.30 16.6716.02 15.8415.84 16.03 16. 5 714.9715.9315.3515.3515.2615.8416.5016.1416.161 6 . 5 0 15.911 5 . 3 3 14.8915.361 6 . 0 7 1 6 . 5 7 16.6715.8416.0016.521 6 . 6 7 1 6 . 1 7 1 6 . 0 7 1 6 . 6 716.5715.9116.4116.5015.9116.0116.501 5 . 8 3 16.0016.5016.4115.9115.9115.921 6 . 5 0 15.8313.92LP15.12HP14.18LP16.0716.6716.571 6 . 0 8 1 6 . 6 716.171 6 . 0 0 16.00 15.3815.4315.3816.0116.0116.1716.67 16.671 6 . 5 7 16.01 16.07 16.57 14.6314.07 14.9215.55 1 5 . 6 5 1 5 . 6 5 1 5 . 5 515.5515.6515.551 4 . 3 114.0514.67 14. 3 0 14.6714.33 14.29 11. 2 2 13.7113.711 0 . 7 1 14.33 12.76 9.9211.0110.29 10.18 9.95 10.41 10. 8 810.6816.01 16. 0 0 16.00 16.00 1 6 . 6 7 16.67 16.1716.01 16.01 16.62 16.07 1 6 . 5 716.671 6 . 0 016.0016.00 16.01 15.38 15.48 14.88 14.32 15.94 16.00 15.55 15.55 15.55 15.65 14. 0 2 14.03 1 4 . 0 3 15.55 15.6515.55 15.55 1 5 . 5 5 15.1513.5614.98 15.00 14.34 15.6515.5515.39 14.98 14.71 14.72 15.65 15.5515.31 15.18 15.31 15.65 15.00 14.68 14.69 14.08 15.3115. 6 5 15.5515.31 15.65 15.18 14.10 14. 3 1 14.40 15. 0 0 14.89 14.89 14.81 13.53 13. 5 4 14.52 15.40 15. 5 515.6513.00 14.50 14.07 14.50 14.41 14.50 14.50 14.50 14.50 14.07 14.5013.3012.52LP13.32 13.9513. 7 5 14.50 14.17 PROPOSED RAIN GARDEN UNDERDRAIN 1 SEE SHEET C 626 14. 6 7 14.6714. 6 7 14. 6 7 14. 5 7 14. 6 7 14. 6 7 14. 2 2 14. 6 7 14. 6 7 12.70 12.71 12.72 1 2 . 7 3 14. 3 3 14. 6 7 13. 5 3 14. 0 7 14.01 13. 2 0 13.18 13.4814.33 14. 0 5 14.0812.41 8.50 8.50 8.5012.9112.1613.83 13.6714.6714.33 14. 1 2 14.04 13.71 13.9813.9214.2214.3013.74 14.33 14.67 14.67 14.3314.22 14.15 14.3314.0713.5514.06 14.0613. 5 4 13.54 13.10HP13.6714.0913.95 14.57 14.67 14.06 14.67 14.45 14.67 14.67 14.67 14.67 14.67 14.10 14.67 8. 5 0 12.5912.79 8.50 12.79 9.25 12.79 8.5012.919.2312.79 8.26 (8.08) 9.54 9.749.979.77 11. 4 5 11.25 11.2411.4412.04 12.9114.6514.7715. 1 0 11.7611.21 11.0111.21 10.94 11.14 13.1314.7914.7715. 1 0 12.519.77 10.60 10.47 10.1910.019.89 9.72 9.88 10.60 10.60 10.58 (9.62)(9.67) 12. 2 6 13. 6 9 12. 8 5 LP 13. 2 8 13. 8 81.9%1.1%1.2%4.5%4.0%2. 7 %1.9%1.0%1.0%2.0%0.7%1.5%2.0%1.5% 1.5% 0.5% 2.1% 1.8%14.2014. 7 9 14.432.4%2.0%2.0%2.1%2.0%2.0% 3.2%2.0% 2.8% 4.0% 1.5% 2.0%1.5% 1.2%4.5%1.5%2.5%2.5%1.9%PROPOSED TRENCH DRAIN 1.7% 2.0% 3.2% 1.5% 1.5% 2.0%2.0% 2.0% 2.0% 1. 6 %0.5%0.5%1.5%2.0%2.0%0.5%0.9%0.9%4.5%1.6% 10.00 10.20 10. 3 6 11.35 13.10 8.96 0 . 5% 2.0%1.6%1.5%3.8%3.1%0.6%3.1%1.4%0.8%1.6%PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED 4' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED LANDSCAPE WALL PROPOSED AREA DRAIN1.5%1.5%2.0%0.5%2.0% 2.0%2.0%(10.82)PROPOSED 2' SIDEWALK CHASE 0.5% PROPOSED 2' SIDEWALK CHASE 0.6%16. 5 7 13.91 14.131 4 . 5 0 (8.13)(8.00)(11.89) 4:1 GARAGE 4 GARAGE 515.46HPROOF DRAINS SEE SHEET C 601-C 606 14.62 PROPOSED STAIRS 15.2016.20FLUSH CURB 14.830.7%PROPOSED STAIR 15.15 15.1014.7715.1514.77 2.0% 2.0% 2.0%2.0% 2.0% 2.0% 2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%2.0%15.1014.7711.3012.3012.30PROPOSED LANDSCAPE WALL 14.17 12. 4 2 11.33 10.75 13.1314. 6 7 PROPOSED STAIRS PROPOSED STAIRS 13.1213.61 PROPOSED AREA DRAIN 14.33 14.3314.6714.33 14. 3 3 14.67 14.17 14.17 14.50 ROOF DRAINS SEE SHEET C 601-C 606 PROPOSED CONCRETE WALK w/ THICKENED EDGE PROPOSED CONCRETE WALK w/ THICKENED EDGE COVERED BIKE PARKING 14.85 14.8814.56PROPOSED 1' SIDEWALK CHASE ASHLAR DRAREA DRAINS SEE SHEET C 601-C 606 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 48 C 502GRADING PLAN14 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 C 504SEE SHEET C 501SEE SHEET C 505C 501 C 502 C 503 C 504 C 506 C 505C 505PROPOSED 2' PAN w/ 6" CURBS D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTUP 6' SIDEWALK6' SIDEWALK 9' SIDEWALK 6' SIDEWALK 6' SID E W A L K UD UD UD UD FDC NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS 17. 2 8 17.1717.15 17.20 16.66 16.66 16.77 16. 7 8 17.11 17.10 16.32 16.66 16.1216. 0 416.1316.1816.33 16.55 16.39 17.16 19.00 17.58 15.5417.051.5%1.5%3.0%2.5%1.4%2.5%2.0%2.0%2.0% 0.9%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 B2.0%15.8517.16 5:16:19:14 : 1 7:1 6:1FFE=17.27 FFE=17.49 PROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED AREA DRAIN EXISTING 30" STORM DRAIN PROPOSED AREA DRAIN 31' EMERGENCY ACCESS EASEMENT 33' WATER EASEMENT PROPOSED 4' SIDEWALK CULVERT PROPOSED 2' SIDEWALK CHASE FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED 2' CONCRETE PAN PROPOSED STORM CHAMBERS STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 6 SEE SHEET C 626 9' SIDEWALK 16.3016.362.0%1.5%1.8%1 6 . 7 0 BUILDING 3 POND OVERFLOW CHANNEL WQ ELEV. = 5012.20 100YR ELEV. = 5014.91 16.83 16.87 1 6 . 2 2 1 6 . 1 7 12.00 0.5% 17. 0 3 16.2716.23 BUILDING 1 16.14 15.99 15.83 15.65 15. 6 3 15.78 15.62 15.67 15. 7 0 15.91 15.90 16.0216. 5 0 16.46 16.49 16. 4 516.3816. 3 9 16.45 16.92 16.9416.8917.00 16.90 16.4316.46 16.23 16.8716.5116.16 16. 2 5 16.45 16. 0 0 15.84 0.5% 16.92 16.10 PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED AREA DRAIN (18.46) (18.45) 18.94 16. 6 9 18.80 17. 9 0 18.34 16.00 16.06 15. 9 3 15. 0 9 15. 1 2 15. 8 32.2%0.5%16. 3 7 15.76 PROPOSED AREA DRAIN (18.41) (18.40) (18.32) (18.34)(17.79)(17.08) (17.43)(17.45)(17.90)(17.62)(18.47) PROPOSED LANDSCAPE WALL PROPOSED 1' SIDEWALK CHASECULVERTS SEE SHEET C 601-C 606 PROPOSED 2' CONCRETE PAN 16. 2 6 16.33 15.33 15.33 16.4116.5015.33 15.2816.6616.7416.4216.3216.54 17. 2 0 17.12 16. 5 5 16. 0 0 15. 8 5 15.4315. 3 7 15. 2 9 15. 6 2 15.66 16. 2 3 16. 2 6 16.3116.35HP17. 1 6 17. 0 4 16. 7 5 17.16 16.65 16. 1 2 16. 2 2 17. 1 0 16.9216. 0 2 16. 2 6 16. 2 4 16.82 15. 9 8 17.40 16.78 17. 1 9 17. 2 717. 2 7 17. 2 7 17. 1 7 18.33 PROPOSED STAIRS 17. 2 0 17. 2 1 17. 2 1 17.27 17.2017. 2 7 17.25 17. 2 7 17. 0 7 PROPOSED 2' CONCRETE PAN PROPOSED FLUSH CURB 17. 1 6 17. 2 5 17. 2 5 17. 0 6 17. 2 7 17.28 17.33 17.5617.47 17.28 17.26 17.27 17.27 17.27 1 7 . 5 9 17.58 17.42 16.28 16. 7 8 16.84 16.9417.57 16.98 17.27 17.27 17.37 17.1316.58 17.27 17.27(17.73)17.22 17.27 17.27 17.2716.8817.19 16.2817.1417.10 18.09 18.13 16.71 18.21 18.32 17.2117.99 18.00 17.87 17.80 17.98 16.8317.76 18.22 16.24 16.51 1 7 . 0 1 15.9415.71 15.30 15.84 15. 1 8 15.09 14. 7 1 14.05 13.0015.0715.2215.4815.5315.4115.89 16.25 16.13 16.05 11.26 11.34 11.08 11.05 10.95 11.08 17.25 17.41 11.65 11.31 12.83 13.00 12.18 12.19 13.60 14.61 14.75 15.29 15.14 14.60 16.23 16.26 16.81 16.86 17.34 17.31 16.83 16.98 17.01 17.59 17. 5 4 17.57 17.39 17.27 17. 2 5 17.39 17.33 17. 5 7 17.62 17.6017.39 17.43 17.47 17. 0 9 17. 1 4 17.52 17.52 16.89 16.88 17.28 0.5%17.550.5%1.5%2.0%0.5%1.5%1.6%1.5%2.0%2.5%2.0% 0.5% 0.5% 0.8%2.0%4.0%3.8%2.0%2.0%0.5%2.0%1.5%0.5%1.5%5.6% 0.5% 0.5%2.0%1.3%1.3%1.5 %1.3%0.5% 0.8%1.5% 1 . 5% 2.1% 1.6%2.2% 1.6 % 15.72 15.64 1.5%1.5%0.4 %0.9%2.0%0.5%0.5%0.5%3.0%0. 5 %1.5%0.5%0.5% 15.48 0.5%0.5%15.571.0%17.9917.8617.7517.72PROPOSED 2' CONCRETE PAN PROPOSED LANDSCAPE WALL 1.5% 1 8 . 3 4 2.8%1.9%(17.84) EXISTING 30" VERTICAL CURB & GUTTER EXISTING 30" VERTICAL CURB & GUTTER TIE TO EXISTING TIE TO EXISTING MATCH EXISTING TIE TO EXISTING TIE TO EXISTING 1.0% 0 . 6% PROPOSED MAINTENANCE ACCESS PATH 5:14: 1 7:1PROPOSED FLUSH CURB TIE TO EXISTING FEMA 100-YR FLOODWAY DETENTION POND 2 17.30 ROOF DRAINS SEE SHEET C 607-C 608 ROOF DRAINS SEE SHEET C 607-C 608 ROOF DRAINS SEE SHEET C 607-C 608 17.27 17.37 17.2717.27 4'x4' ADA LANDING 4'x4' ADA LANDING 1 7 . 5 517.56 4'x4' ADA LANDING 4'x4' ADA LANDING 17.53 17.41PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE 17.27 PROPOSED 1' SIDEWALK CHASE PROPOSED TRENCH DRAIN 17.24 16.79 17.71 17.71 17.71 17.71 PROPOSED AREA DRAIN 17. 2 417.24 16. 6 6 1 6 . 7 0 16.78 17. 2 5 17. 2 7 17. 2 7 17. 2 7 17.65 17.69 17.66 17.6817.6716.7016.60 W STUART ST 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 48 C 503GRADING PLAN15 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 C 501 SEE SHEET C 504SEE SHEET C 506 C 501 C 502 C 503 C 504 C 506 C 505C 505 XXXXXMCCOY JOHN H/SHERRY P 1900 S SHIELDS STBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXBBBBBB6' SIDEWALK 6' SID E W A L K 10' SID E W A L K 11' SIDEWALK 10' SIDEWALK UD UD UD UD 13.79 14. 7 2 14.72 16. 0 6 15.35 15. 7 6 16.47 16.5515.15 14.84 14.25 13.72 13.32 13.33 14.17 13.23 12.2914.5815.29 14.51 EXISTING S P R I N G C R E E K T R A I L 15. 0 6 14.97 15. 6 4 16. 4 0 8.1114.17 2.0%1.7%2.1%2.2%0.5% 1.9% 2 . 8% 0.6% 0.9% SPRING CRE E K TRACT B LOT 1 LOT 1 0.5%15.852.4%2.0%9' SIDEWALK 2.0%10:16:14:1 6. 7 9 FFE=14.83 EXISTING FEMA 100-YR HIGH RISK FLOOD PLAIN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED RAIN GARDEN 26' EMERGENCY ACCESS EASEMENT 33' WATER EASEMENT NATURAL AREA BUFFER PROPOSED 4' CONCRETE PAN PROPOSED RETAINING WALL (RE: LANDSCAPE) PROPOSED 2' CONCRETE PAN PROPOSED STORM CHAMBERS STORM DRAIN 2 SEE SHEET C 623 FEMA 100-YR FLOODWAY PROPOSED 6' CONCRETE PAN NATURAL AREA BUFFER 13.61 13.572.0%2.0%16.3016. 1 8 15.7416.362.0%2.0%2.0%BUILDING 9 100YR ELEV. = 5011.604:14:14:14:112.8612.97 12.53 1.9%1.9%14.6914.69 14.0414.3113. 8 2 12.95 12. 8 4 13.50 13.65 13. 4 3 1.9%0.5% 13.53 12.34 15.01 14.89 15.07 14.86 14.23 14.20 1 4 . 0 5 15. 9 0 15.86 15.90 16.02 16.27 16.1614.80 13. 8 8 14.04 13.33 13.23 13.28 13.22 12.79 12.57 12. 5 4 12.5913.0612.92 12.00 11.98 12.95 12.87 13. 2 9 13.74 13.80 14.59 14.82 16. 0 0 15.84 12. 5 9 12.59 12.70 14.1813.97 PROPOSED TRENCH DRAIN PROPOSED 2' SIDEWALK CHASE 2.0% 16.00 15.94 16.00 13.002.0%2.8% 1.3%1.9%16.4216.321 7 . 5 9 16.51 1 7 . 0 1 15.9415.14 14.60 2.0% 0.5%1.5% 1 . 5%1.5%PROPOSED 6' CONCRETE PAN PROPOSED STAIRS 15.3315. 9 116.5014. 8 6 16. 0 0 16. 5 7 16. 6 7 15. 5 0 15.39 15. 1 8 14. 8 0 14. 3 9 14. 1 9 14. 3 1 14. 8 3 15. 4 6 15. 5 1 15. 4 6 15. 5 1 15. 7 0 15. 6 3 16. 1 9 16. 4 1 16. 4 7 17. 1 0 17. 0 8 16. 3 4 15.4414.28 14.7815.2116.57 15.38 16.67 PROPOSED STAIRS 14.711 4 . 2 3 14.20 14.77 13.89 13.41 13.41 13.32 13.59 14.09 14.16 14.19 14.10 13.92 14.33 14.73 14.98 14.17 13.6513.6514.1113.5213.5113.57 13.4413.9513.8813.3313. 5 4 13.91 13.35PROPOSED CURB CUT 14.1313.3913.4913.3713. 5 9 1 4 . 5 0 14. 2 4 13.5013.521 3 . 3 6 14.49 14.50 1 3 . 4 2 12.9512. 8 2 12.6511.9811.9911.9011.40 11.40 11.958.5012.8512.5012.7713.2413.14 12.9412.48 12.2813. 2 6 8.00 8.0012.13 7. 9 78.8310.1310.5812.58 12.429.979.9 7 1 2 . 4 2 10.42 8.65 10.1310.5812.5813.6212.6410.64 10.198.198.09 10.6412.5913.1410.9312. 9 3 10.48 8.488.30 8.3410.1910.488.5610.9312. 9 3 10.488.3610.7011.0012.9311.0014. 3 3 7.717.297.026.85STORM DRAIN 5 SEE SHEET C 625 14.55 14.00 14.7314.5615.51 14.9114.5813.9613.5314.4714.4214.48 15.2315.35 15.3215. 2 7 14.9215.0115.2616. 1 2 15.50 16.89 15.67 16.50 15.36 13.90 16.38 13.04 14.52 14.39 13.8413.9813.0913.15 8.50 1.5%2.0%2.0%2.0%0.5%1.3%2.0%0.6%0.5%1.9%0.5%2.0%2.0%2.0%0.5% 12. 6 2 12.7413.000.5%1.5%2.0%2.0%1.6%1.0%0.9%0.5%1. 2 % 1.5% 1.5%1.9%1.7% 0.9%1.8%7:10.5% 0.5 % 2.0 %2.0% 6.758.0012.1312.8013. 1 1 100YR ELEV. = 5011.37 DETENTION POND 1 17.71 17.71 1 3 . 7 8 12" CURB 12.40TBC12.40TBCW STU A R T S T 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 48 C 504GRADING PLAN16 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 C 502 SEE SHEET C 503SEE SHEET C 505C 501 C 502 C 503 C 504 C 506 C 505C 505 MH UD S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMM MHXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXUDUDUDUDUDUDUDUDTRACT AEXISTING 8' TRAILCANAL IMPORTATIONWALLENBERG DRPROPOSED RAIN GARDEN RAIN GARDEN BIOMEDIA AREA (MIN. FLAT SURFACE = 4,353 SF DESIGN FLAT SURFACE = 6,646 SF) CITY OF FORT COLLINS 100-YR FLOODWAY UNDERDRAIN 1 SEE SHEET C 626 FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN 8.50 8.50 8.26 (8.08)(9.62)(9.67) 10.00 (8.13)(8.00)(11.89)(11.83)(11.92) 8.50 4:1 UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDXXXXXXXXXXXXXXXXXXXXXXXXSTWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DRBXBBBBBBBBBUDUD12. 7 7 EXISTING 8' TRAILCANAL IMPORTATIONTRACT A 0.5%6.79PROPOSED RAIN GARDEN PROPOSED 12' ACCESS ROAD STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 STORM DRAIN 3 SEE SHEET C 623 CITY OF FORT COLLINS 100-YR FLOODWAY FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN 12. 2 2 POND OVERFLOW PATH 1 6 : 112.8612.53 12. 8 2 1.9%12.34 12. 5 911.9011.40 11.40 11.958.5012.8512.5012.7713.2413.14 12.9412.48 12.288.0012.13 6.858.50 2.0%0.5 %(11.92) PROPOSED MAINTENANCE ACCESS PATH EMERGENCY OVERFLOW WEIR1.8%TIE TO EXISTING CONCRETE TRAIL (6.76)(6.91)8.229.108.2612.806.75 12.8011.3411.529.3511.8012.8011.8011.6611.8412.4412.1912.2712.2012.357.267.8 512.0012. 1 38.0012.138.508.5012.5812.3412.8012. 7 4 12. 6 8 13. 1 0 13. 1 1 1.5%1.5%1.1%2.5%2.0%4.5%0.5%2.4%0.8%10.0%5:1 6:1 7:112.805.0%EXI S T I N G S P R I N G C R E E K T R A I L EX I S T I N G S P R I N G C R E E K T R A I L FEMA 100-YR FLOODWAY EXISTING FEMA 100-YR HIGH RISK FLOOD PLAIN SPR I N G C R E E K 100YR ELEV. = 5011.37 GARAGE 6 12" CURB 12.40TBC12.40TBCPROPOSED FLUSH CURB PROPOSED COVERED BIKE PARKING 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 48 C 505GRADING PLAN17 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 THIS SHEET RIGHTSEE SHEET C 502SEE SHEET C 504SEE THIS SHEET LEFT C 501 C 502 C 503 C 504 C 506 C 505C 505 CABLE TFO FOFOFOD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XSTSTSTSTSTSTSTSTSTSTSTHILL POND CONDOMINIUMS TRACT B FEMA 100-YR FLOODWAY (18.47) EXISTING STORM DRAIN EXISTING SIDEWALKSPRIN G C RE EK EXI STI N G S P RI N G C R E E K T R AIL EXISTING FEMA 100-YR HIGH RISK FLOOD PLAIN 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 48 C 506GRADING PLAN18 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 AS 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 ARE 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 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 C 503 C 501 C 502 C 503 C 504 C 506 C 505C 505 E E E E E E E G G G G G G UD UD UD UD UD UD UD UD UD BASIN F-3.1-4 INV. OUT=5012.63 (W) INV. OUT=5012.63 (S) FG=5016.59 UD CO 4-3.2 INV. OUT=5012.46 (W) FG=5016.49 BASIN 4-3 (w WEIR) INV. IN=5011.77 (N) INV. IN=5012.25 (E) INV. IN=5012.33 (E) INV. OUT=5011.77 (W) FG=5016.34 END CHAMBER 4-3.1-3 INV. IN=5012.62 (E) INV. OUT=5012.62 (W) FG=5016.64 END CHAMBER 4-3.2 INV. IN=5012.52 (E) INV. OUT=5012.52 (W) FG=5016.54 BEGIN CHAMBER 4-3.1-2 INV. IN=5012.43 (E) INV. OUT=5012.43 (W) FG=5016.59 BEGIN CHAMBER 4-3.2 INV. IN=5012.34 (E) INV. OUT=5012.34 (W) FG=5016.45 90° BEND 4-3.3 INV. IN=5012.58 (N) INV. OUT=5012.58 (W) FG=5016.50 90° BEND 4-3.1-1 INV. IN=5012.42 (E) INV. OUT=5012.42 (S) FG=5016.57 TEE 4-3.1 INV. IN=5012.33 (E) INV. IN=5012.33 (N) INV. OUT=5012.35 (W) FG=5016.43 UD BEND 4-3.1 INV. IN=5012.26 (E) INV. OUT=5012.26 (W) FG=5016.3013.92 LF18" HDPE@ 0.50%5.16 LF 4" HDPE @ 0.20% 98.65 LF 4" PERF HDPE @ 0.20%7.70 LF 12" HDPE @ 0.20% 1.70 LF 12" HDPE @ 0.20% 94.12 LF SC-740 CHAMBER @ 0.20% 4.61 LF 12" HDPE @ 1.10% 4.75 LF 12" HDPE @ 1.85% 2.54 LF 12" HDPE @ 0.50% 92.47 LF SC-740 CHAMBER @ 0.20% 5.38 LF 12" HDPE @ 0.20% 4.75 LF 12" HDPE @ 1.10% STORM DRAIN 4 SEE SHEET C 624 PROPOSED 8" PVC WATER16.66FG16.68FG16.45FG16.32 FG11.99SG11.75 SG 11.95 SG 12.18 SG 0.2% 0.2%2.0%2.0% INSPECTION PORT INSPECTION PORT W STU A R T S T UD UD UD UD UD UD UDEEEGGG30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W BBBBBBBBBBBBBBBBBBBBBBBBBBASIN 2-2 (w WEIR) INV. IN=5008.11 (N) INV. IN=5008.52 (W) INV. OUT=5008.11 (S) FG=5012.84 BASIN 2-3 INV. IN=5008.12 (N) INV. IN=5008.51 (W) INV. OUT=5008.12 (S) FG=5012.73 BASIN 2-4 INV. IN=5008.13 (NE) INV. IN=5008.56 (W) INV. OUT=5008.13 (S) FG=5012.63 END CHAMBER 2-4.2 INV. OUT=5008.98 (E) FG=5013.05 END CHAMBER 2-2.2 INV. OUT=5008.97 (E) FG=5013.29 BEGIN CHAMBER 2-4.1 INV. IN=5008.59 (W) INV. OUT=5008.59 (E) FG=5012.67 BEGIN CHAMBER 2-2.1 INV. IN=5008.54 (W) INV. OUT=5008.54 (E) FG=5012.87 4.75 LF 18" RCP @ 0.20% 4.75 LF 18" RCP @ 0.20% 5.38 LF 12" HDPE @ 0.50% 64.05 LF SC-740 CHAMBER @ 0.60% 5.38 LF 12" HDPE @ 0.50% 71.17 LF SC-740 CHAMBER @ 0.60% STORM DRAIN 2 SEE SHEET C 623 EXISTING 30" WATER INSPECTION PORT INSPECTION PORT INSPECTION PORT UD CO 2-3 INV. OUT=5008.96 (E) FG=5013.35 UD TEE w CO 2-2 INV. IN=5008.57 (E) INV. IN=5008.57 (W) INV. OUT=5008.57 (S) FG=5012.99 UD CO 2-2A INV. OUT=5008.60 (W) FG=5012.95 UD PIPE END 2-1 INV. IN=5008.07 (N) FG=5008.07 25.39 LF 4" HDPE @ 1.95% 5.53 LF 4" PERF HDPE @ 0.50% 65.08 LF 4" PERF HDPE @ 0.60%0.5%0.5%0.6% 0.6% 13.05 FG 1 2 . 5 9FG 13.00FG13.43 FG 8.46SG8. 0 0 SG8.09SG8.55SG71.17 LF SC-740 CHAMBER @ 0.60% END CHAMBER 2-3.2 INV. OUT=5008.97 (E) FG=5013.19 BEGIN CHAMBER 2-3.1 INV. IN=5008.54 (W) INV. OUT=5008.54 (E) FG=5012.77 5.38 LF 12" HDPE @ 0.50% INSPECTION PORT PROPOSED SUBGRADE SPOT ELEVATION 33.43 PROPOSED SUBGRADE SLOPES 2.0% PROPOSED SUBDRAIN UD PROPOSED FINISHED GRADE SPOT ELEVATION 33.43 SG 1.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 2.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. 3.CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND THE CITY OF FORT COLLINS STORMWATER UTILITY A MINIMUM OF ONE WEEK IN ADVANCE SO AS TO ALLOW FOR FIELD OBSERVATION AND DOCUMENTATION OF THE FOLLOWING SYSTEM ITEMS IN THE SUBGRADE AREA: - SUBGRADE - INSTALLATION OF GEOTEXTILE FABRIC - INSTALLATION OF UNDERDRAIN - PLACEMENT AND COMPACTION OF SUB-BASE MATERIAL - PLACEMENT AND COMPACTION OF BASE MATERIAL 4.STORMTECH CONTRACTOR SHALL MEET WITH SUPPLIER PRIOR TO INSTALLATION. 5.SUBGRADE AREAS ARE TO BE FIELD SURVEYED BY A LICENSED PROFESSIONAL. THE DESIGN ENGINEER MUST CONFIRM THE SUBGRADE ELEVATIONS AND DIMENSIONS PRIOR TO PLACEMENT OF GEOTEXTILE FABRIC, SUB-BASE, OR ANY OTHER MATERIAL. 6.THE CONTRACTOR SHOULD PROVIDE SLACK IN GEOTEXTILE FABRIC TO ENSURE PROPER INSTALLATION AND AGGREGATE PLACEMENT WITHOUT DAMAGE. PROVIDE SUFFICIENT SLACK SO THE FABRIC IS NOT TORN WHEN ROCK IS PLACED. IF TEARS ARE SEEN OR DISCOVERED, REPAIR THEM AS RECOMMENDED BY MANUFACTURER WITH NO LESS THAN 18 INCHES OF OVERLAP ON ALL SIDES OF THE TEAR. 7.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE VAULT SYSTEM. 8.SEE DETAIL SHEETS FOR ADDITIONAL DESIGN INFORMATION. 9.CONTRACTOR SHALL COORDINATE ANY NECESSARY TELEPHONE, CABLE, ELECTRIC, GAS, IRRIGATION, ECT. LOWERINGS (OR RE-ROUTING) WITH THE RESPECTIVE UTILITY PROVIDERS TO FACILITATE THE INSTALLATION OF THE PROPOSED STORM DRAIN AND UTILITY SERVICES. 10.VAULT LAYOUT SHOWN IN THESE PLANS IS FOR REFERENCE ONLY. FINAL VAULT LAYOUT AND DESIGN SHALL BE PER MANUFACTURER. STORMTECH CHAMBER DETAILS STORMTECH CHAMBER ISOLATOR ROW EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W PROPOSED CURB & GUTTER PROPOSED FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EASEMENT LINE 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 48 C 510SUBGRADE 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. Feet01010 10 20 30 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 CHAMBERS 2 SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC.RREVDRWCHKDESCRIPTION01/19/16JLMJLMUPDATESC-740STANDARD CROSS SECTION11/18/14JLM1 1JLM70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. NOTES: 1.SC-740 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTM F2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 2.SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN). B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 NO COMPACTION REQUIRED. A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE. ² ³ 18" (450 mm) MIN* 8' (2.4 m) MAX SUBGRADE SOILS (SEE NOTE 4) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) SC-740 END CAP 6" (150 mm) MIN D C B A PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) 12" (300 mm) MIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) TYP51" (1295 mm)6" (150 mm) MIN 30" (760 mm) DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 6" (150 mm) MIN *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 24" (600 mm). SHEET OFDATE:PROJECT #:DRAWN:CHECKED:THIS DRAWING HAS BEEN PREPARED BASED ON INFORMATION PROVIDED TO ADS UNDER THE DIRECTION OF THE SITE DESIGN ENGINEER OR OTHER PROJECT REPRESENTATIVE. THE SITE DESIGN ENGINEER SHALL REVIEW THIS DRAWING PRIOR TO CONSTRUCTION. IT IS THE ULTIMATERESPONSIBILITY OF THE SITE DESIGN ENGINEER TO ENSURE THAT THE PRODUCT(S) DEPICTED AND ALL ASSOCIATED DETAILS MEET ALL APPLICABLE LAWS, REGULATIONS, AND PROJECT REQUIREMENTS.4640 TRUEMAN BLVDHILLIARD, OH 430261-800-733-7473ADVANCED DRAINAGE SYSTEMS, INC.RREVDRWCHKDESCRIPTION01/19/16JLMJLMUPDATESC-740ISOLATOR ROW DETAILS11/18/14JLM1 1JLM70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067860-529-8188 |888-892-2694 | WWW.STORMTECH.COMDetention Retention Water QualityINSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL) A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. B.ALL ISOLATOR ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE-FABRICATED END CAP PART #: SC740EPE24B TWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS CATCH BASIN OR MANHOLE COVER ENTIRE ISOLATOR ROW WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE 8' (2.4 m) MIN WIDE SC-740 CHAMBER SC-740 END CAP SC-740 ISOLATOR ROW DETAIL NTS OPTIONAL INSPECTION PORT STORMTECH HIGHLY RECOMMENDS FLEXSTORM PURE INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES SC-740 6" INSPECTION PORT DETAIL NTS SC-740 CHAMBER FLEXSTORM CATCH IT PART# 6212NYFX WITH USE OF OPEN GRATE 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER OR GRATE PART# 2712AG6NIP SOLID COVER: 1299CGC GRATE: 1299CGS 6" (150 mm) INSERTA TEE PART#6IPSSWST74IP INSERTA TEE TO BE CENTERED ON CORRUGATION CREST 6" (150 mm) DWV SCH40 PIPE (BY OTHERS) 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS PAVEMENT CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS CONCRETE COLLAR PART #STUB A B C SC740EPE06T / SC740EPE06TPC 6" (150 mm)10.9" (277 mm)18.5" (470 mm)--- SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm) SC740EPE08T /SC740EPE08TPC 8" (200 mm)12.2" (310 mm)16.5" (419 mm)--- SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm) SC740EPE10T / SC740EPE10TPC 10" (250 mm)13.4" (340 mm)14.5" (368 mm)--- SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm) SC740EPE12T / SC740EPE12TPC 12" (300 mm)14.7" (373 mm)12.5" (318 mm)--- SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm) SC740EPE15T / SC740EPE15TPC 15" (375 mm)18.4" (467 mm)9.0" (229 mm)--- SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm) SC740EPE18T / SC740EPE18TPC 18" (450 mm)19.7" (500 mm)5.0" (127 mm)--- SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm) SC740EPE24B*24" (600 mm)18.5" (470 mm)---0.1" (3 mm) ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OF THE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT 1-888-892-2694. * FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm). BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL. NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm) CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³) MINIMUM INSTALLED STORAGE*74.9 CUBIC FEET (2.12 m³) WEIGHT 75.0 lbs.(33.6 kg) *ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERS STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" SC-740 TECHNICAL SPECIFICATION NTS 90.7" (2304 mm) ACTUAL LENGTH 85.4" (2169 mm) INSTALLED LENGTH OVERLAP NEXT CHAMBER HERE (OVER SMALL CORRUGATION) BUILD ROW IN THIS DIRECTION START END A A C B 51.0" (1295 mm) 30.0" (762 mm) ACCEPTS 4" (100 mm) SCH 40 PVC PIPE FOR INSPECTION PORT. FOR PIPE SIZES LARGER THAN 4" (100 mm) UP TO 10" (250 mm) USE INSERTA TEE CONNECTION CENTERED ON A CHAMBER CREST CORRUGATION 45.9" (1166 mm)12.2" (310 mm) 29.3" (744 mm) STORM CHAMBERS 2 STORM CHAMBERS 1 FG STORM CHAMBERS 1 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 CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS 15" SS18" 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" SSEEEEEEEEEETTTTTTTTGGGGGGGGGGGWW 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 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 SSSSSSSSSSSSSS2 1 " S S 2 1 " S S 2 1 " S S BBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXBBBBBBBBBXXXXXE E E E G G G G G G G G G GTTGTE E TTT TVAULT ELEC VAULT ELEC E E E E VAULT ELECEEEEEE UDUDUDUD E EGG UD EEEEE EE E G GGGGE E E E EEEEE E E G G G G G G ETFDC FDCFDC FDC FDCFDCFDCFDC GGGGG G G GG G G G G G G G G GT NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS VAULT ELEC VAULTELECNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYSS 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 1' 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 REMOVE MANHOLE CONNECT TO EXISTING SANITARY CONNECT 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 C 610 SANITARY LINE D SEE SHEET C 612 SANITARY LINE C SEE SHEET C 612 STORM DRAIN 1 SEE SHEET C 620 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 A3 SEE SHEET C 610 STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 1-9 SEE SHEET C 622 STORM DRAIN 1-8 SEE SHEET C 622 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 PROPOSED 8" PVC WATER STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 3 SEE SHEET C 623 STORM DRAIN 6 SEE SHEET C 626 UNDERDRAIN SEE SHEET C 626 PROPOSED 2' CONCRETE PAN CONNECT TO EXISTING WATER LINE W STUART ST. STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 BUILDING 6 BUILDING 7 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 8BUILDING 18BUILDING 17BUILDING 16BUILDING 15BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 BUILDING 9 BUILDING 1 PROPOSED 1' SIDEWALK CHASE PROPOSED STORM CHAMBERS 2 SANITARY LINE B SEE SHEET C 611 SANITARY LINE B3 SEE SHEET C 611 CULVERTS SEE SHEET C 601-C 606 CULVERT SEE SHEET C 601-C 606 CULVERTS SEE SHEET U1-U4 CULVERT SEE SHEET C 601-C 606 AREA DRAINS SEE SHEET C 601-C 606 AREA DRAINS SEE SHEET C 601-C 606 ROOF DRAINS SEE SHEET C 607-C 608 ASHLAR DRW STU A R T S T 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 48 C 600OVERALL UTILITY PLAN20CALL 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 C 601 C 602 C 603 C 604 SSS S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S 15" SS15" 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 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 21" SS21" SS21" 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" SS 21" SS 21" SS8" SS8" SS 8" SS 8" SS 8" SS 8" SS EEEEEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGGGGGWEEW W W W W W W W W 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" W12" W12" W12" W12" WW15" SSWWW/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /EXISTING 8" WATERLINE EXISTING 18" CLAY SANITARY SEWER EXISTING 12" WATERLINE EXISTING 12" WATERLINE 28.5' HALF ROW EEEEEEEEEEEEE E EEEEEE E E SSS SSWFFFEETTEEEEEEEEEEEEEEEEGE E E E VAULT ELEC EEEEEEEEE E E E E E E E E WE E E E E E E E E EEEEEEEEE E E E G G G G G G G G G G G G G G G G G G G FDC FDCFDC FDCWGGGGGGG G G G G G G G GGGG G G TEG GE E E E E E E E E E E EEEEEEEVAULT ELEC EEGG G G GPROPOSED 8" PVC WATER EXISTING 15" SANITARY SEWER 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN EXISTING 21" CLAY SANITARY SEWER PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH PROPOSED 2' CONCRETE PAN SANITARY LINE A SEE SHEET C 610 STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 1-9 SEE SHEET C 622 SANITARY LINE A3 SEE SHEET C 610 BUILDING 6 BUILDING 7 BUILDING 2 BUILDING 3 BUILDING 4 PROPOSED 1' SIDEWALK CHASE 8" x 6" SWIVEL TEE 1 - 6" GV (E) STA.=12+28.56 N: 1449222.36 E: 3113257.18 90° BEND w/ MRJ STA.=12+58.72 N: 1449252.53 E: 3113257.19 8" x 6" SWIVEL TEE 1 - 6" GV (S) 1 - 8" GV (W) STA.=14+38.64 N: 1449252.43 E: 3113437.12 8" x 6" TEE w/ MRJ 1 - 6" GV (E) STA.=10+64.01 N: 1449057.82 E: 3113257.09 8" x 6" TEE w/ MRJ 1 - 6" GV (S) STA.=15+22.10 N: 1449252.39 E: 3113520.57 PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 6' SIDEWALK6' SIDEWALK 6' SIDEWALK6' SIDEWALK 4.5' SIDEWALK S SHIELDS ST.HOBBIT ST.5' SIDEWALKEXISTING SIDEWALKLOT 19' SIDEWALKPROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE TEE 1-9.4 INV.=5011.12 FG=5015.49 12.56 LF 6" HDPE @ 2.00% INLET 1-9.4.1 INV.=5011.74 FG=5015.10 11.86 LF 8" HDPE @ 2.00% PIPE END B4 INV.=5018.27 FG=5018.27 PIPE END B3 FG=5018.23 PIPE END B2 INV.=5018.16 FG=5018.16 PIPE END B1 FG=5018.12 14.85 LF 12" HDPE @ 2.15% 17.02 LF 12" HDPE @ 0.50% 17.37 LF 12" HDPE @ 0.50% 0.00 LF8" HDPE@ 0.00% 17.49 LF 8" HDPE @ 0.50% 16.73 LF 8" HDPE @ 0.50% 13.41 LF 8" HDPE @ 0.50% 8.01 LF 8" HDPE @ 0.50% TEE 1-9.3 INV.=5010.98 FG=5015.21 INLET 1-9.3-1 INV.=5011.51 FG=5015.24 TEE 1-9.2 INV.=5010.89 FG=5015.08 13.78 LF 8" HDPE @ 2.00% INLET 1-9.2-1 INV.=5011.45 FG=5015.17 2.05 LF 8" HDPE @ 0.50% INLET 1-9.7-1 INV.=5011.61 FG=5015.33 TEE 1-9.7 INV.=5011.34 FG=5015.58 3.04 LF 8" HDPE @ 0.50% INLET 1-9.8-1 INV.=5011.61 FG=5015.33 TEE 1-9.8 INV.=5011.44 FG=5015.68 3.96 LF 8" HDPE @ 0.50% INLET 1-9.10-1 INV.=5011.48 FG=5015.21 TEE 1-9.10 INV.=5011.69 FG=5015.35 31.29 LF 8" HDPE @ 0.50% INLET 1-9.11 INV.=5011.85 FG=5014.97 PIPE END A11 INV.=5017.76 FG=5017.76 PIPE END A10 FG=5017.69 PIPE END A9 INV.=5017.41 FG=5017.41 INLET A8 INV.=5017.32 FG=5018.36 PIPE END A7 INV.=5013.49 FG=5017.24 PIPE END A6 INV.=5017.14 FG=5017.14 INLET A5 INV.=5017.06 FG=5018.37 PIPE END A4 FG=5016.97 PIPE END A3 INV.=5016.69 FG=5016.69 94.12 LF 8" HDPE @ 1.00% TEE 1-9.9-1 INV.=5012.61 FG=5016.69 4.51 LF 8" HDPE @ 2.00% INLET 1-9.9-1.1 INV.=5012.70 FG=5016.32 26.04 LF 8" HDPE @ 1.00% 4.51 LF 8" HDPE @ 2.00% INLET 1-9.9-2.1 INV.=5012.96 FG=5016.32 TEE 1-9.9-2 INV.=5012.87 FG=5016.61 65.17 LF 8" HDPE @ 1.00% BEND 1-9.9-3 INV.=5013.52 FG=5016.93 8.69 LF 8" HDPE @ 1.00% INLET 1-9.9-4 INV.=5013.61 FG=5016.25 3.79 LF 8" HDPE @ 2.00% INLET 1-12.1 INV.=5013.02 FG=5016.17 TEE 1-12 INV.=5012.82 FG=5016.88 8.01 LF 8" HDPE @ 0.50%206.00 LF 8" PVCN00°01'50"E30.17 LF 8" PVCN00°01'50"E179.92 LF 8" PVC S89°58'10"E STORM DRAIN 1 SEE SHEET C 620 13.50 LF 6" PVC N89°56'33"E 28.56 LF 6" PVCS00°00'00"E35.31 LF 6" PVC N00°00'00"E CONNECT TO EXISTING 8" WATER 8"x6" TAPPING SADDLE w/ 6" GV (S) & MTJ N:1449454.28 E:3113341.26 WATER LOWERING 1 SANITARY LINE A SEE SHEET C 610 22.15 LF 6" PVC N90°00'00"E GARAGE 1 GARAGE 2 GARAGE 3 4.5' SIDEWALK PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED CURB CUT PROPOSED CURB CUT PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 6" PROPOSED 6" FIRE SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 6" FIRE SERVICE 30.06 LF 8" HDPE @ 2.00% INLET 1-9.4-1 INV.=5012.01 FG=5015.98 PROPOSED 6" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED 2' CONCRETE PAN PROPOSED AC CONDENSER (TYP.) PROPOSED AC CONDENSER (TYP.) 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 601UTILITY PLAN21 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 SEE SHEET C 603 SEE SHEET C 602C 501 C 502 C 503 C 504 C 506 C 505C 505C 601 C 602 C 603 C 604 C 606 C 605C 605CALL 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 XXXXXXXXXS S S 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 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" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 8" SS 8" SS 8" SSEEW W XUDU D U D U D U DUDUDUDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD W W W W W W W W W S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDHY DMH SSSWWF FFEEEEEEEEEEEETTGGG G GEEEE E E E EEEEEEES WWWW WFSS VAULT ELEC EEEEEEEEUDUDUDUDUDUDUDWWGG G G G G GGGGGGGGGGGGGWE E E E E EEEEE18" SS 18" SS WE E E E E E E E E W G G G G G WSE E E EEEE E E EEEEEEEE E E EFDC FDCFDCGGGEFFFFG GGG GGG SSSFSFFFSFFG G G G G G G G G GGG SWNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS EEEEEEEEEEVAULTELECE EGEEEEEEEEEEEEEEEE E WPROPOSED SANITARY SERVICE (TYP.) PROPOSED SANITARY SERVICE (TYP.) 26' FL-FL PROPOSED RAIN GARDEN PROPOSED FIRE HYDRANT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT RAIN GARDEN BIOMEDIA AREA EXISTING 8" PVC WATER INSTALL NEW MANHOLE CONNECT TO EXISTING SANITARY SEWER EXISTING FH CONNECT TO EXISTING WATERLINE PROPOSED 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 C 612 SANITARY LINE C SEE SHEET C 612 STORM DRAIN 1 SEE SHEET C 620 PROPOSED RETAINING WALL (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) NATURAL AREA BUFFER STORM DRAIN 1-8 SEE SHEET C 622 UNDERDRAIN SEE SHEET C 626 SANITARY LINE B SEE SHEET C 611 SANITARY LINE B3 SEE SHEET C 611 BENCH TO BE CHANNELIZED FOR SERVICE PROPOSED 2' CONCRETE PAN w/ 6" CURBS UTILITY EASEMENT EXCLUSION BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16 BUILDING 15 BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 BUILDING 9 PROPOSED FOREBAY PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 90° BEND w/ MRJ STA.=16+96.72 N: 1449252.30 E: 3113695.19 8" TEE w/ MRJ 2 - 8" GV (E, S) STA.=17+41.42 N: 1449296.99 E: 3113695.22 8" x 6" SWIVEL TEE 1 - 6" GV (W) STA.=18+18.53 N: 1449374.10 E: 3113695.27 8" TEE 1 - 8" GV (S) STA.=18+96.24 N: 1449451.81 E: 3113695.30 90° BEND w/ MRJ STA.=11+56.78 N: 1449296.91 E: 3113851.99 8" x 6" SWIVEL TEE 1 - 6" GV (W) STA.=12+57.14 N: 1449196.54 E: 3113851.94 8" x 6" TEE w/ MRJ 1 - 6" GV (S) STA.=15+22.10 N: 1449252.39 E: 3113520.57 8" x 6" TEE w/ MRJ 1 - 6" GV (S) STA.=16+22.28 N: 1449252.34 E: 3113620.75 8" x 6" TEE w/ MRJ 1 - 6" GV (S) STA.=10+77.16 N: 1449296.95 E: 3113772.37 8" x 4" TEE w/ MRJ 1 - 4" GV (E) STA.=11+93.58 N: 1449260.10 E: 3113851.97 8" x 4" TEE w/ MRJ 1 - 4" GV (E) STA.=12+23.20 N: 1449230.48 E: 3113851.96 8" x 4" TEE w/ MRJ 1 - 4" GV (E) STA.=12+66.75 N: 1449186.93 E: 3113851.94 8" x 4" TEE w/ MRJ 1 - 4" GV (E) STA.=13+10.14 N: 1449143.54 E: 3113851.91 8" x 6" TEE w/ MRJ 1 - 6" GV (E) STA.=13+77.20 N: 1449076.48 E: 3113851.88 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE9' SIDEWALK4.5' SIDEWALK 9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK6' SIDEWALK4' SIDEWALK 4' SIDEWALK 6' SIDEWALK 4' SIDEWALKLOT 1 TRACT A LOT 1 10' SIDEWALK6' SIDEWALK 4' SIDEWALKPROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE INLET 1-6.2-4 INV.=5010.60 FG=5012.61 BEND 1-6.2-3 w CO INV.=5010.46 FG=5014.30 BEND 1-6.2-2 INV.=5010.39 FG=5014.51 BEND 1-6.2-1 w CO INV.=5010.34 FG=5014.50 43.50 LF 8" HDPE @ 0.40% PROPOSED 1' SIDEWALK CHASE 258.08 LF 8" PVC S89°58'10"E 44.69 LF 8" PVC N00°01'50"E 77.11 LF 8" PVCN00°02'10"E77.71 LF 8" PVC N00°01'30"E 156.78 LF 8" PVC S89°58'10"E 100.37 LF 8" PVC S00°01'50"W 203.20 LF 8" PVCS00°01'50"WPROPOSED FIRE HYDRANT 28.56 LF 6" PVCS00°00'00"EWATER LOWERING 3 17.51 LF 6" PVC S00°01'50"W 54.49 LF 1.5" PVC N90°00'00"E 13.94 LF 1" PVC S00°20'53"W 13.78 LF 1" PVC S00°20'53"W 18.66 LF 1" PVC S00°20'53"W 8" x 1.5" TEE w/ TB 1 - 1.5" GV (E) STA.=18+85.21 N: 1449440.78 E: 3113695.29 WATER LOWERING 4 29.74 LF 1" PVC S89°58'10"E 32.27 LF 1" PVC S89°58'10"E 31.91 LF 1" PVC S89°58'10"E WATER LOWERING 5 29.74 LF 1" PVC S89°58'10"E 37.54 LF 1" PVC S89°58'10"E SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 PIPE END C1 FG=5009.05 INLET C2 INV.=5009.21 FG=5012.16 11.78 LF 8" HDPE @ 1.00% GARAGE 4 GARAGE 5 STA. 11+66.85 1.5" x 1" TEE w/ MRJ N:1449445.41 E:3113859.96 STA. 11+17.67 1.5" x 1" TEE w/ MRJ N:1449445.71 E:3113810.78 STA. 10+89.61 1.5" x 1" TEE w/ MRJ N:1449445.88 E:3113782.72 STA. 12+12.13 45.00° BEND w/ MRJ N:1449445.13 E:3113905.24 STA. 12+23.44 45.00° BEND w/ MRJ N:1449437.09 E:3113913.19 STA. 10+54.49 45.00° BEND w/ MRJ N:1449440.78 E:3113749.79 FIRE SERVICE LINE SEE PROFILE - SHEET C 606 STA. 10+61.93 45.00° BEND w/ MRJ N:1449446.04 E:3113755.05 PROPOSED 1' SIDEWALK CHASE WATER LOWERING 2 10.63 LF 8" HDPE @ 1.00% BEND C3 INV.=5009.31 FG=5013.50 30.02 LF 8" HDPE @ 1.00% TEE C4 INV.=5009.61 FG=5014.25 2.52 LF 8" HDPE @ 0.50% INLET C4-1 INV.=5009.63 FG=5013.71 2.69 LF 8" HDPE @ 0.50% INLET C5 INV.=5009.63 FG=5013.74 PROPOSED 6" FIRE SERVICE PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 6" FIRE SERVICE PROPOSED 1" FIRE SERVICE PROPOSED 1" FIRE SERVICE PROPOSED 1" FIRE SERVICE PROPOSED 1" FIRE SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 6" FIRE SERVICE PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 6" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED TRENCH DRAIN 59.16 LF 4" HDPE @ 4.00%BLDG 5 RD 1 INV.=5013.14 FG=5016.00 58.65 LF 4" HDPE @ 3.00% BLDG 5 RD 2 INV.=5013.16 FG=5016.29 22.84 LF 4" HDPE @ 3.00%BLDG 8 RD 1 INV.=5011.46 FG=5015.54BLDG 8 RD TEE 1 INV.=5009.86 FG=5014.52 BLDG 5 RD TEE 1 INV.=5010.28 FG=5014.24 BLDG 5 RD TEE 2 INV.=5010.48 FG=5014.14 27.69 LF 4" HDPE @ 2.00% BLDG 8 RD 2 INV.=5012.01 FG=5015.54 33.44 LF8" HDPE@ 0.50%RD 1-5 BEND 1 INV.=5010.71 FG=5014.45 26.54 LF8" HDPE@ 0.50%RD 1-5 TEE 2 w CO INV.=5010.84 FG=5014.58 25.13 LF 6" HDPE @ 2.00% RD 1-5 TEE 2.1 w CO INV.=5011.43 FG=5015.08 21.53 LF 4" HDPE @ 2.00%21.19 LF4" HDPE@ 2.00%RD 1-5 BEND 2.2 w CO INV.=5011.94 FG=5015.03 20.45 LF 4" HDPE @ 2.00% BLDG 5 RD 3 INV.=5012.34 FG=5016.00 BLDG 5 RD 4 INV.=5011.94 FG=5016.30 52.69 LF 4" HDPE @ 1.50% RD 1-5 BEND 4 w CO INV.=5011.26 FG=5014.3314.56 LF4" HDPE@ 0.50%39.34 LF 4" HDPE @ 2.00%14.56 LF4" HDPE@ 0.50%RD 1-5 TEE 3 INV.=5011.10 FG=5014.41 35.07 LF6" HDPE@ 0.50%BLDG 8 RD 3 INV.=5011.97 FG=5015.54 PROPOSED 1' SIDEWALK CHASE 7.44 LF 1.5" PVC N45°00'00"E 27.67 LF 1.5" PVC S89°39'07"E 28.06 LF 1.5" PVC S89°39'07"E 49.18 LF 1.5" PVC S89°39'07"E 45.28 LF 1" PVC S89°39'07"E 11.31 LF 1" PVC S44°39'07"E 7.24 LF 1" PVC S00°20'53"W 18.66 LF 1" PVC S00°20'53"W ASHLAR DRPROPOSED AC CONDENSER (TYP.) PROPOSED AC CONDENSER (TYP.) PROPOSED AC CONDENSER (TYP.) PROPOSED AC CONDENSER (TYP.) 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 602UTILITY PLAN22 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 SEE SHEET C 604SEE SHEET C 601C 601 C 602 C 603 C 604 C 606 C 605C 605SEE SHEET C 605CALL 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 T S H2O TRAFFIC VAULTT SVAULT ELEC CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR EEEEEEEETTTTGGGGGGGGGGGG12" W12" WEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" W36" W36" W36" W36" WD / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W STSTSTSTSTSTSTSTSTS SSSSSSSSSSSSSSSSSSSSSSSSEXISTING 36" WATERLINE EWFE E E E E E E G G G G G G G G G G G G G G G G G G G G T TVAULT ELEC EEEE E E E E E E E E E E E WW UD UD UD UD EEEEEEEEE E E EEEEEEEEEEEEEEEEE SSEEEEFDCW G GGGGGGG G G G G G G G G G G G G G GEE EG G G GGGGGGIRIRNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS FPROPOSED 8" PVC WATER PROPOSED 1.5" WATER SERVICE AND METER 31' FL-FL 26' FL-FL 60' FL-FL EXISTING 30" WATERLINE PROPOSED 2' CONCRETE CHASE 31' EMERGENCY ACCESS EASEMENT EXISTING 26" STORM DRAIN EXISTING 30" STORM DRAIN 33' WATERLINE EASEMENT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 4' SIDEWALK CULVERT NATURAL AREA BUFFER EXISTING 30" WATERLINE FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED POND OUTLET STRUCTURE PROPOSED 1.5" IRRIGATION METER AND SERVICE PROPOSED 2' CONCRETE PAN STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 5 SEE SHEET C 625 UTILIT Y E A S E M E N T EXCL U SI O N BUILDING 3 BUILDING 1 50' PUBLIC ACCESS & TRAIL EASEMENT PROPOSED 2' SIDEWALK CHASE 22.5° BEND w/ MRJ STA.=13+37.79 N: 1448815.90 E: 3113435.84 8" x 6" SWIVEL TEE 1 - 8" GV (E) 1 - 6" GV (S) STA.=14+32.31 N: 1448815.96 E: 3113341.32 8" x 6" TEE w/ MRJ 1 - 6" GV (W) STA.=10+44.01 N: 1449037.82 E: 3113257.08 8" x 6" SWIVEL TEE 1 - 6" GV (W) STA.=10+22.56 N: 1449016.36 E: 3113257.07 8" x 6" TEE w/ MRJ 1 - 6" GV (N) STA.=13+56.07 N: 1448815.91 E: 3113417.56 PROPOSED 2' SIDEWALK CHASE 6' SIDEWALK 6' SIDEWALK 9' SIDEWALK 8' SIDEWALK S SHIELDS ST.EXIS TI N G S P RI N G C R E E K T R AI L SPRI N G C R E E K TRACT C EXISTING SIDEWALKTRACT B 9' SIDEWALK9' SIDEWALK 10' SIDEWALK W STUART ST. 19.14 LF 12" HDPE @ 0.50% 14.85 LF 12" HDPE @ 2.15% INLET A2 INV.=5016.37 FG=5017.76 PIPE END A1 FG=5016.27 TEE 4-4.1 INV.=5013.22 FG=5016.30 42.93 LF 8" HDPE @ 0.50% INLET 4-4.1-1 INV.=5013.43 FG=5016.02 23.65 LF 8" HDPE @ 0.50% INLET 4-4.1-2 INV.=5013.55 FG=5016.26 PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE INLET 4-4.6-1 INV.=5014.04 FG=5016.92 4.08 LF 6" HDPE @ 0.50% 246.22 L F 8 " P V C S68°4 0' 2 9 " W 22.56 LF 8" PVC N00°01'50"E 68.57 LF 6" PVC N90°00'00"E CONNECT TO EXISTING 30" WATER 30"x8" TAPPING SADDLE w/ 8" GV (N) & MRJ STA.=10+00.00 N: 1448993.81 E: 3113257.06 1.95 LF 6" PVC S89°58'15"E FEMA 100-YR FLOODWAY PROPOSED STORM CHAMBERS 2 CITY IRRIGATION TAP FOR FUTURE USE WATER LOWERING 7 WATER LOWERING 6 PROPOSED 6" FIRE SERVICE PROPOSED 1.5" WATER SERVICE AND METER PROPOSED 8" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED POND DEPTH GAUGE BENCH TO BE CHANNELIZED FOR SERVICE PROPOSED 2" WATER SERVICE & METER ROOF DRAIN SEE SHEET C 607-C 608 ROOF DRAIN SEE SHEET C 607-C 608 ROOF DRAIN SEE SHEET C 607-C 608 SERVICE CONNECTION N: 1448816.06 E: 3113136.90 W STUART ST LOT 1 PROPOSED 1" WATER SERVICE & METER STORM DRAIN 6 SEE SHEET C 626 PROPOSED TRENCH DRAIN PROPOSED AC CONDENSER (TYP.)103.41 LF 6" PVCS00°01'45"WNOTES: 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'-5.5' 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 14" 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 603UTILITY PLAN23 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 NORTH KEYMAP CABLEF.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 EEEEEEEEEEE EEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTTTTTTTTTTTTTTGW 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" WEE EEEEEEEEEEEEEEEEEEEGGGGGGGGGGG GGGGGG GGGGX X X X X X XX X X X XX X X XXXX X XX X XXX X X X XXXX X X X X XX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUD UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUD 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 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTST ST STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSEE SHEET C 601 SEE SHEET C 604C 601 C 602 C 603 C 604 C 606 C 605C 605SEE SHEET C 606 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 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXBBBBBBXELEC XXXX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST E E E E E E E E E G G G G G G G G G G GGGT EEWVAULT ELEC EEUD UD UD E E E E E E EG G G G G G G G UD EEEE E E EE E E E E E E E GGGEEEEETFG G G GG G G G G G E E E EE E E E E EEGGGGGGGGGGE E EEEE E EEG G G 26' FL-FL 26' FL-FL PROPOSED FIRE HYDRANT 26' EMERGENCY ACCESS EASEMENT 33' WATERLINE EASEMENT 33' WATERLINE EASEMENT NATURAL AREA BUFFER NATURAL AREA BUFFER PROPOSED 8" PVC WATER FEMA 100-YR HIGH RISK FLOOD FRINGE EXISTING 30" WATERLINE PROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED STORM CHAMBERS 1 PROPOSED STORM CHAMBERS 2 FEMA 100-YR FLOODWAY STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 4 UTILITY EASEMENT EXCLUSION UTILITY EASEMENT EXCLUSION BUILDING 9 CONNECT TO EXISTING 8" WATER 30"x8" TAPPING SADDLE w/ 8" GV (N) & MRJ STA.=14+60.34 N: 1448993.34 E: 3113851.83 CONNECT TO EXISTING 30" WATER 30"x8" TAPPING SADDLE w/ 8" GV (S) & MRJ STA.=10+00.00 N: 1448993.18 E: 3113684.25 22.5° BEND w/ MRJ STA.=10+45.07 N: 1448948.07 E: 3113683.89 8" x 6" SWIVEL TEE 1 - 6" GV (NW) STA.=10+53.12 N: 1448940.65 E: 3113680.64 45° BEND w/ MRJ STA.=10+91.57 N: 1448905.44 E: 3113665.20 8" x 4" TEE w/ MRJ 1 - 4" GV (E) STA.=14+12.83 N: 1449040.85 E: 3113851.86 PROPOSED TRENCH DRAIN 10' SID E W A L K 9' SIDEWALK 10' SIDEWALK 6' SID E W A L K SPRING CREEK EXISTING S P R I N G C R E E K T R A I L TRACT B LOT 1 LOT 1 10' SIDEWALKPROPOSED 2' SIDEWALK CHASE STORM DRAIN 2A SEE SHEET C 623 41.87 LF 8" PVC S00°26'56"W 4.86 LF 8" PVC S23°40'29"W 38.44 LF 8" PVCS23°40'29"W246.22 L F 8 " P V C S68°4 0' 2 9 " W 37.54 LF 1" PVC S89°58'10"E PROPOSED POND OUTLET STRUCTURE STORM DRAIN 5 SEE SHEET C 625 6' SIDE W A L K 50' PUBLIC ACCESS & TRAIL EASEMENT STORM CHAMBERS 2 PROPOSED 1" FIRE SERVICE 52.69 LF 4" HDPE @ 1.50% BLDG 5 RD 5 INV.=5012.05 FG=5015.43 W STU A R T S T PROPOSED AC CONDENSER (TYP.) 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 604UTILITY PLAN24 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 SEE SHEET C 602 SEE SHEET C 603C 601 C 602 C 603 C 604 C 606 C 605C 605SEE SHEET C 605CALL 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 XXXXXXXXXXXXXXXXXXXXMH S S18" SS 18" SS 18" SS 18" SS 18" SS21" SS 21" SS 21" SS UD S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDS HY DMM MHXXXXXXXXXXX XXXXXXXXXXXSSSS SS 2 1 " S SUDUDUDUDUDUD UDUDPROPOSED RAIN GARDEN RAIN GARDEN BIOMEDIA AREA FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXISTING FH CITY OF FORT COLLINS 100-YR FLOODWAY UNDERDRAIN SEE SHEET C 626 UTILITY EASEMENT EXCLUSION PROPOSED FOREBAY WALLENBERG DR.EXISTING 8' TRA IL TRACT A CANAL IMPORTAT ION PIPE END C1 FG=5009.05 11.78 LF 8" HDPE @ 1.00%BXBBBBBBBBBUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDXXXXX30" W 30" W 30" W XXXXXXXXXXXXXXXXXXXST30" W 30" W 30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR 2 1 " S S 2 1 " S S 2 1 " S S 2 1 " S S 2 1 " S SUDUD EXISTING 6" CMP STORM DRAIN EXISTING UNDERDRAIN FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN CITY OF FORT COLLINS 100-YR FLOODWAY STORM DRAIN 3 SEE SHEET C 623 STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 UTILITY EASEMENT EXCLUSION CANAL IMPORTATIONTRACT A12' ACCESS TRAILSTORM DRAIN 2A SEE SHEET C 623 EMERGENCY OVERFLOW WEIR PROPOSED POND OUTLET STRUCTURE GARAGE 6 EXI S T I N G S P R I N G C R E E K T R A I L 50' PUBLIC ACCESS & TRAIL EASEMENT PROPOSED POND DEPTH GAUGE 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 605UTILITY PLAN25 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 SEE THIS SHEET RIGHTSEE SHEET C 602SEE SHEET C 604SEE THIS SHEET LEFT C 601 C 602 C 603 C 604 C 606 C 605C 605CALL 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. VAULT ELECVAULT ELEC T E EEEFOFOFOFOEEEEEEEEGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WF.O. D S / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XSTSTSTSTSTSTSTSTSTSTSTHILL POND CONDOMINIUMS SSSSSSSSSSSSSSSSSSSSEEEEEXISTING 18" CLAY SANITARY SEWER FEMA 100-YR FLOODWAY 4995 5000 5005 5010 5015 5020 5025 4995 5000 5005 5010 5015 5020 5025 9+75 10+00 11+00 12+00 12+50 PROPOSED GROUND EXISTING GROUND 5005.995006.075006.145006.225006.305006.385006.455006.535006.615007.911.5" PVC STA. 10+00.08" x 1.5" TEET.O.P.=5005.99STA. 12+20.011.25° VERTICAL BENDT.O.P.=5006.67STA. 12+30.7BLDG 15 SERVICET.O.P.=5009.33STA. 12+23.441" x 1" TEET.O.P.=5007.52STA. 12+12.131" x 1" TEET.O.P.=5006.64STA. 11+66.851.5" x 1" x 1" TEET.O.P.=5006.50STA. 11+17.671.5" x 1" TEET.O.P.=5006.35STA. 10+89.611.5" x 1" TEET.O.P.=5006.27STA. 10+61.9345° BENDT.O.P.=5006.18STA. 10+54.4945° BENDT.O.P.=5006.161" PVC PROPOSED GROUND PROPOSED TOP OF PIPE 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C 606UTILITY PLAN26 ( IN FEET ) 0 1 INCH = 20 FEET 20 20 40 60 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 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 C 604 C 601 C 602 C 603 C 604 C 606 C 605C 605100 NORTHEAST DUPLEX FIRE SERVICE LINE H2O TRAFFIC VAULTT SVAULT ELEC CONTROL ELEC CONTROL IRR CONTROL IRR EEEEEETTTTGGGGGGGGGGGGGGGGGGG12" WEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEGGGGG30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W36" W/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 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 36" WATERLINE G G G G G G G G G G G G G G G G G G F EEEE E E E E E E E E E E E E E E E E WW FDCGGGGGGGG G G G G G G G G PROPOSED 8" PVC WATER FL-FL 60' FL-FL EXISTING 30" WATERLINE PROPOSED FIRE HYDRANT EXISTING 30" WATERLINE STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 6 SEE SHEET C 626 8" x 6" TEE w/ MRJ 1 - 6" GV (N) STA.=15+30.23 N: 1448816.01 E: 3113243.40 6' SIDEWALK LOT 1 9' SIDEWALK TEE 4-4.1 INV.=5013.22 FG=5016.30 4.08 LF 6" HDPE @ 0.50% 22.56 LF 8" PVC N00°01'50"E CONNECT TO EXISTING 30" WATER 30"x8" TAPPING SADDLE w/ 8" GV (N) & MRJ STA.=10+00.00 N: 1448993.81 E: 3113257.06 34.85 LF 6" PVC S00°00'00"E RD 6-2W BEND 5 w CO INV.=5013.39 FG=5017.25 RD 6-2E BEND 6 w CO INV.=5013.74 FG=5017.09 RD 6-2W BEND 12 w CO INV.=5014.22 FG=5017.05 RD 6-2W TEE 7 INV.=5013.56 FG=5017.31 RD 6-2W TEE 11 INV.=5014.08 FG=5017.10 RD 6-2W TEE 9 INV.=5013.87 FG=5017.30 BLDG 1 RD 1 INV.=5014.25 FG=5017.27 RD 6-2W TEE 10 INV.=5014.01 FG=5017.21 RD 6-2W TEE 6 INV.=5013.42 FG=5017.27 RD 6-2W TEE 8 INV.=5013.80 FG=5017.41 BLDG 1 RD 2 INV.=5014.20 FG=5017.25 BLDG 1 RD 3 INV.=5014.13 FG=5017.25 BLDG 1 RD 4 INV.=5014.10 FG=5017.25 BLDG 1 RD 5 INV.=5014.03 FG=5017.29 RD 6-2E TEE 7 INV.=5013.79 FG=5017.19 BLDG 1 RD 6 INV.=5014.01 FG=5017.27 RD 6-2W TEE 4 INV.=5013.22 FG=5017.13 RD 6-2W TEE 3 INV.=5013.16 FG=5017.09 BLDG 1 RD 14 INV.=5013.95 FG=5017.27 RD 6-2E TEE 4 INV.=5013.55 FG=5017.10 BLDG 1 RD 15 INV.=5013.94 FG=5017.26 BLDG 1 RD 12 INV.=5013.92 FG=5017.26 RD 6-2E TEE 2 INV.=5013.12 FG=5017.08 BLDG 1 RD 17 INV.=5013.92 FG=5017.27 RD 6-2W TEE 2 INV.=5013.12 FG=5017.09 RD 6-2E TEE 5 INV.=5013.68 FG=5017.10 BLDG 1 RD 16 INV.=5013.91 FG=5017.26 RD 6-2W TEE 1 INV.=5013.11 FG=5017.07 BLDG 1 RD 13 INV.=5013.90 FG=5017.27 RD 6-2E BEND 1 INV.=5013.10 FG=5017.06 BLDG 1 RD 7 INV.=5013.86 FG=5017.27 RD 6-2E TEE 3 INV.=5013.44 FG=5017.12 BLDG 1 RD 8 INV.=5013.81 FG=5017.27 RD 6-2E WYE 2.1 INV.=5013.54 FG=5017.21 BLDG 1 RD 10 INV.=5013.76 FG=5017.26 BLDG 1 RD 9 INV.=5013.75 FG=5017.25 RD 6-2E BEND 3.1 INV.=5013.73 FG=5017.19 BLDG 1 RD 11 INV.=5013.69 FG=5017.26 13 . 1 4 L F 12 " H D P E @ 0 . 5 0 % 2.39 LF 12" HDPE @ 0.50% 8.59 LF 12" HDPE @ 0.50% 10.50 LF 12" HDPE @ 0.50% 34.14 LF 12" HDPE @ 0.50% 6.82 LF 12" HDPE @ 0.50%27.28 LF 12" HDPE @ 0.50%15.67 LF 8" HDPE @ 0.50% 14.58 LF 8" HDPE @ 0.50% 10.75 LF 6" HDPE @ 0.50% 14.58 LF 6" HDPE @ 0.50% 10.83 LF 4" HDPE @ 0.50% 6.32 LF 4" HDPE @ 0.50% 6.25 LF 4" HDPE @ 0.50% 6.25 LF 4" HDPE @ 0.50% 6.25 LF 4" HDPE @ 1.00% 6.25 LF 4" HDPE @ 1.00% 6.25 LF 4" HDPE @ 2.00% 5.25 LF 4" HDPE @ 2.00% 6.44 LF 4" HDPE @ 4.00%6.44 LF 4" HDPE @ 4.00% 7.95 LF 4" HDPE @ 4.00% 11.16 LF 12" HDPE @ 0.50% 5.02 LF 12" HDPE @ 0.50% 30.77 LF 8" HDPE @ 0.50% 21.09 LF 8" HDPE @ 0.50% 10.50 LF 6" HDPE @ 0.50% 10.96 LF 6" HDPE @ 0.50%10.58 LF 6" HDP E @ 0.50 % 8.10 LF 4" HDPE @ 0.50% 6.47 LF 4" HDPE @ 0.50%11.75 LF4" HDPE@ 2.00%11.75 LF 4" HDPE @ 1.50%5.78 LF4" HDPE@ 2.00%8.44 LF 4" HDPE @ 2.00% 8.16 LF 6" HDPE @ 2.00% 3.59 LF 4" HDPE @ 2.00%15.15 LF 4" HDPE @ 2.00% WATER LOWERING 6 PROPOSED 2" WATER SERVICE & METER PROPOSED 1" WATER SERVICE & METER BUILDING 1 SERVICE CONNECTION N: 1448816.06 E: 3113136.90 97.91 LF 8" PVC N89°58'11"W 106.50 LF 8" PVC N89°58'11"W W STUART ST 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C607ROOF DRAIN PLANBUILDING 127 ( IN FEET ) 010 10 20 30 1 INCH = 10 FEET 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 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 C 608C 607 C 608 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W E E E E 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 G G G G G G G G GEET E E E E E E E E E E E E UD UD UD UD UD UD UD UD UD E E E E E E EEEE SSEEEEEEEEG G G G G G G G G G G G G G G G G G G G G G G G G G G EEEGGGGGGGNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS PROPOSED 8" PVC WATER 31' FL-FL 31' EMERGENCY ACCESS EASEMENT 33' WATERLINE EASEMENT STORM DRAIN 4-4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4 SEE SHEET C 624 UTILIT Y E A S E M E N T EXCL U S I O N 22.5° BEND w/ MRJ STA.=13+37.79 N: 1448815.90 E: 3113435.84 8" x 6" SWIVEL TEE 1 - 8" GV (E) 1 - 6" GV (S) STA.=14+32.31 N: 1448815.96 E: 3113341.32 6' SIDEWALK 9' SIDEWALK LOT 1 9' SIDEWALK TEE 4-4.1 INV.=5013.22 FG=5016.30 246.22 L F 8 " P V C S68°4 0' 2 9 " W 94.53 LF 8" PVC N89°58'08"W PROPOSED STORM CHAMBERS 2 17.11 LF 4" HDPE @ 2.50% BLDG 1 RD 25 INV.=5013.86 FG=5017.27 18.11 LF 4" HDPE @ 3.00% BLDG 1 RD 24 INV.=5013.84 FG=5017.27 18.11 LF 4" HDPE @ 3.00% BLDG 1 RD 23 INV.=5013.93 FG=5017.27 11.53 LF 8" HDPE @ 3.00% 8.02 LF 6" HDPE @ 3.00% 1.35 LF 8" HDPE @ 3.00% TR DRAIN INLET 3.2 INV.=5012.77 FG=5016.77 TR DRAIN TEE 3.1 INV.=5012.73 FG=5017.17 TR DRAIN CONNECTION 3.1-1 INV.=5013.06 FG=5017.24 BLDG 1 RD 22 INV.=5013.76 FG=5017.27 17.11 LF 4" HDPE @ 4.00% 45.97 LF 8" HDPE @ 0.50%14.44 LF4" HDPE@ 4.00%BLDG 1 RD 21 INV.=5013.23 FG=5017.27 RD 4-1 TEE 1 INV.=5012.49 FG=5016.93 10.50 LF 6" HDPE @ 0.50%14.44 LF4" HDPE@ 4.00%BLDG 1 RD 20 INV.=5013.28 FG=5017.26 14.00 LF 6" HDPE @ 0.50% RD 4-1 TEE 3 INV.=5012.69 FG=5016.9614.44 LF4" HDPE@ 3.00%BLDG 1 RD 19 INV.=5013.21 FG=5017.26 9.56 LF 4" HDPE @ 0.50% RD 4-1 BEND 4 w CO INV.=5012.82 FG=5016.97 2 0 . 1 8 L F 4 " H D P E@ 3 . 0 0% RD 4-1 TEE 5 INV.=5013.43 FG=5017.27 RD 4-1 TEE 2 INV.=5012.62 FG=5016.95 RD 6-2E BEND 6 w CO INV.=5013.74 FG=5017.09 RD 6-2E TEE 7 INV.=5013.79 FG=5017.19 BLDG 1 RD 14 INV.=5013.95 FG=5017.27 RD 6-2E TEE 4 INV.=5013.55 FG=5017.10 BLDG 1 RD 15 INV.=5013.94 FG=5017.26 BLDG 1 RD 17 INV.=5013.92 FG=5017.27 RD 6-2E TEE 5 INV.=5013.68 FG=5017.10 BLDG 1 RD 16 INV.=5013.91 FG=5017.26 RD 6-2E TEE 3 21.09 LF 8" HDPE @ 0.50% 10.50 LF 6" HDPE @ 0.50% 10.96 LF 6" HDPE @ 0.50%10.58 LF6" HDP E @ 0.50 % 8.10 LF 4" HDPE @ 0.50% 6.47 LF 4" HDPE @ 0.50%11.75 LF4" HDPE@ 2.00%11.75 LF 4" HDPE @ 1.50% WATER LOWERING 7 19.01 LF 6" HDPE @ 2.00% BLDG 1 CONNECTION INV.=5012.97 FG=5017.27 PROPOSED 8" SANITARY SERVICE PROPOSED 6" SANITARY SERVICE PROPOSED TRENCH DRAIN BUILDING 1 97.91 LF 8" PVC N89°58'11"W W STUART ST RD 4 TEE 2 INV.=5011.91 FG=5017.17 TR DRAIN TEE 3 INV.=5011.97 FG=5017.48 RD 4 TEE 4 INV.=5012.05 FG=5017.48 BLDG CONN. TEE 5 INV.=5012.09 FG=5017.48 RD 4 TEE 6 INV.=5012.13 FG=5017.48 RD 4 TEE 7 INV.=5012.26 FG=5017.43 RD 4 TEE 1 INV.=5011.84 FG=5016.79 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'-5.5' 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. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FEET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5 FEET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER WITH A MINIMUM OF 18 INCHES VERTICAL SEPARATION. 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 PROPOSED GAS PRIMARY G PROPOSED GAS SECONDARY G PROPOSED ELECTRIC PRIMARY E EPROPOSED ELECTRIC SECONDARY EEXISTING ELECTRIC 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 48 C608ROOF DRAIN PLANBUILDING 128 ( IN FEET ) 010 10 20 30 1 INCH = 10 FEET 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 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 RSEE SHEET C 607C 607 C 608 SSST SH2OTRAFFICVAULTT SVAULTELECSVAULTELECVAULTELECCONTROLIRRCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRSCONTROLIRRCONTROLIRRCONTROLIRRCONTROLIRRS15" SS 18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS 21" SS21" SS21" SS21" SS21" SS8" SSEEEEEEEEEEEETTTTTTTTTTGGGGGGGGGGGGGWWWWWWWW12" W12" W12" W12" W12" W12" W12" WEEEEEEEG30" W30" W36" W 36" W 36" WD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSSSSSEEEEEEESSSWWFF FEGGGGGGFTTEEEEE TTEVAULTELECEEEEEEEEEWWEEEE EEEGGGGGGSSEFDCFDCFDCFDCWGGGGGGGGGGGGEEEEEEEVAULTELECGIRIRNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSS SHIELDS STREET SSMH A1 STA 10+00.00 N: 1449316.39 E: 3113247.23 166.84 LF 8" PVC @ 0.50% SSMH A3 STA 11+94.79 N: 1449121.61 E: 3113247.13 158.39 LF 8" PVC @ 0.50% SSMH A4 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 C 624 STORM DRAIN 4-4B SEE SHEET C 624 STORM DRAIN 1 SEE SHEET C 620 STORM DRAIN 4-4A SEE SHEET C 624 PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT STORM DRAIN 6 SEE SHEET C 626 131.04 LF 8" PVC @ 0.50% SSMH A8 STA 14+84.22 N: 1448962.65 E: 3113378.08 BUILDING 6 BUILDING 7 BUILDING 3 BUILDING 2 27.95 LF 8" PVC @ 0.50% SSERV A2 STA 11+66.84 N: 1449149.55 E: 3113247.14 BLDG 2 SSERV INV. OUT=5009.66 (E) 32.06 LF 6" @ 2.00% 32.15 LF 8" PVC @ 0.50% BLDG 1 SSERV 2 INV. OUT=5011.18 (N) BLDG 1 SSERV 3 INV. OUT=5011.52 (NW) 49.67 LF 6" PVC @ 1.00% BLDG 6 SSERV INV. OUT=5012.50 (S) 37.22 LF 6" PVC @ 1.00% BUILDING 1 W STUART ST4995 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 5017.3±INV. IN 5006.52 (W)INV. IN 5008.01 (S)INV. IN 5012.13 (N)INV. OUT 5006.51 (E)SSMH A3STA 11+94.79RIM 5016.6±INV. IN 5009.19 (S)INV. IN 5009.19 (E)INV. OUT 5008.99 (N)158.39 LF 8" PVC @ 0.50%SSMH A4STA 13+53.18RIM 5016.7±INV. IN 5010.17 (E)INV. OUT 5009.97 (N)PROPOSED GROUND EXISTING GROUND SSMH A8STA 11+30.95RIM 5016.0±INV. IN 5011.02 (S)INV. IN 5011.02 (SE)INV. OUT 5010.82 (W)SERVICE A2STA 10+00.01RIM 5009.6±INV. IN 5009.02 (W)INV. IN 5008.85 (S)INV. OUT 5008.85 (N)SVC.166.84 LF 8" PVC @ 0.50% 27.95 LF 8" PVC @ 0.50% 131.04 LF 8" PVC @ 0.50% 12" HDPE STORM STA.=13+41.80 INV.=5013.41 6" PVC WATER STA.=13+00.02 TOP=5012.20 30" WATER STA.=13+22.58 TOP=5007.49 6" PVC WATER STA.=12+76.98 TOP=5012.32 18" MIN.ALL CROSSINGS SHALL BE WRAPPED 10 FT EACH SIDE PER DETAIL 205 FLOW FILL CROSSING 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" WEEEEEEEESSSSSWFFFT EEEEEETT EE EEE E E WEEEEEEEE E E EFDC FDCFDC FDC FDCW GGGG G G G GG GTEGE E E E E VAULT ELEC G GGIRNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS 6' SIDEWALK6' SIDEWALK6' SIDEWALK 9' SIDEWALK SSMH A3 STA 10+00.00 N: 1449121.61 E: 3113247.13 82.95 LF 8" PVC @ 0.50% SSMH A2-2 STA 11+92.91 N: 1449121.61 E: 3113440.04SANITARY LINE A SEE THIS SHEET - LEFT STORM DRAIN 4-4B SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 1-6 SEE SHEET C 622 STORM DRAIN 1-7 SEE SHEET C 622 PROPOSED 4' CONCRETE PAN EXISTING 18" SANITARY SEWER STORM DRAIN 1 SEE SHEET C 620 PROPOSED ELECTRIC EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING 30" WATER LINE PROPOSED GAS BUILDING 6 BUILDING 2 BUILDING 3 BUILDING 7 BUILDING 4 109.97 LF 8" PVC @ 0.50% SSERV A2-1 STA 10+82.95 N: 1449121.61 E: 3113330.07 BLDG 3 SSERV INV. OUT=5009.90 (N) 29.78 LF 6" PVC @ 1.00% BLDG 4 SSERV INV. OUT=5010.73 (W) 37.60 LF 6" @ 1.00% 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 A3STA 10+00.00RIM 5016.6±INV. IN 5009.19 (S)INV. IN 5009.19 (E)INV. OUT 5008.99 (N)82.95 LF 8" PVC @ 0.50%SSMH A2-2STA 11+92.91RIM 5015.5±INV. IN 5010.35 (E)INV. OUT 5010.15 (W)PROPOSED GROUND EXISTING GROUND 109.97 LF 8" PVC @ 0.50%SSERV A2-1STA 10+82.95INV. 5009.60 (E)INV. 5009.60 (S)INV. 5009.60 (W)SVC.8" PVC WATER STA.=10+10.00 TOP=5011.91 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 48 C 610PLAN & PROFILESANITARY SEWER LINES A & A329 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 A3 SANITARY LINE A SANITARY LINE A3 NORTH V.P.VAULTELECSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SS8" SSWWWFDCFS EEEUDUD UDUDUDUDUD UD UD UDUDUDUDUDSSSSWWWHYDPROPOSED 4'EEES SSSSWWFFF EEEEE T T GEEEEEESWWW WFSVAULTELECEEEEWWGGG G G G EEEEE18" SSWEEEEWGGGW EEEEEEFDCFDCFDCFDCGFFFSSFSF F SF F GGGGTSWNYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSEEEVAULTELECVAULTELECEEEEEEW PROPOSED 8" PVC WATER SANITARY LINE C SEE SHEET C 612 SANITARY LINE A2 SEE SHEET C 610 STORM DRAIN 1 SEE SHEET C 620 27.44 LF 8" PVC @ 0.58% PIPE END B4 STA 11+59.90 N: 1449489.95 E: 3113685.33 STORM LINE 1 SEE SHEET C 620 STORM DRAIN 1-8 SEE SHEET C 622 STORM DRAIN 1-9 SEE SHEET C 622 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 INSTALL NEW PRECAST MANHOLE CONNECT TO EXISTING SANITARY SANITARY LINE B1 SEE THIS SHEET-RIGHT SSMH B3 (OUTSIDE DROP) STA 11+32.47 N: 1449462.51 E: 3113685.31 SANITARY LINE D SEE SHEET C 612 SSMH B1 STA 10+00.00 N: 1449330.04 E: 3113685.24 EXISTING 244.98 LF @ 0.58% 67.36 LF 8" PVC @ 0.40% STORM LINE 1-5 SEE SHEET C 621 STORM LINE 1-6 SEE SHEET C 621 65.11 LF 8" PVC @ 0.40% 63.96 LF 4" PVC @ 2.00% SSERV B2 STA 10+65.11 N: 1449395.15 E: 3113685.27 BLDG 18 SSERV INV. OUT=5004.12 (W) BUILDING 7 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16BUILDING 1527.44 LF 8" PVC @ 0.58% PROPOSED FIRE HYDRANT ASHLAR DR 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 PROPOSED GROUND 8" PVC WATER STA.=11+21.69 TOP=5008.29 EXISTING GROUND 67.36 LF 8" PVC @ 0.40%SSMH B1STA 10+00.00RIM 5014.1±INV. IN 5002.58 (N)INV. IN 5000.99 (E)INV. OUT 5000.99 (W)PIPE END B4STA 11+59.90RIM 5005.7±INV. IN 5004.99 (N)INV. OUT 5004.99 (S)SSMH B3 (OUTSIDE DROP)STA 11+32.47RIM 5012.8±INV. IN 5004.83 (N)INV. IN 5003.31 (W)INV. OUT 5003.11 (S)65.11 LF 8" PVC @ 0.40%SSERV B2STA 10+65.11INV. 5002.84 (N)INV. 5002.84 (E)INV. 5002.84 (S)27.44 LF 8" PVC @ 0.58% EXISTING 8" PVC UNDERDRAIN STA.=11+18.82 APPROX. INV.=5006.40 V.P. VAULT ELEC S S S 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 21" SS 8" SS 8" SS 8" SSW WW / / / / / / / // / / / / / / /FDC FS E E UD UDU D U D U DUD UDUDUD UD UD UDSSSSSSSS W W W HY DSSWWFETG E E EEEESW FVAULT ELEC EEWG G E E E E E E G G G EE EEE FDC FDCGFFVAULTELECE126.55 LF 8" PVC @ 0.40% SSMH B3-1 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 EXISTING 18" SANITARY SEWERPROPOSED 8" PVC WATER STORM LINE 1-9 SEE SHEET C 622 STORM LINE 1 SEE SHEET C 620 SANITARY LINE B SEE THIS SHEET-LEFT SSMH B3 (OUTSIDE DROP) STA 10+00.00 N: 1449462.51 E: 3113685.31 BUILDING 7 BUILDING 18 BUILDING 8 149.55 LF 8" PVC @ 1.60% INSTALL NEW PRECAST MANHOLE CONNECT TO EXISTING SANITARY ASHLAR DR4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 SSMH B3 (OUTSIDE DROP)STA 10+00.00RIM 5012.8±INV. IN 5004.83 (N)INV. IN 5003.31 (W)INV. OUT 5003.11 (S)SSMH B3-1STA 11+26.55RIM 5014.0±EX. INV. IN 5003.90 (N)EX. INV. IN 5003.97 (W)PROP. INV. OUT 5003.82 (E)126.55 LF 8" PVC @ 0.40% EXISTING GROUND 2" HDPE WATER STA.=10+05.91 INV.=5008.05 2" HDPE WATER STA.=10+09.52 INV.=5008.00EX. INV. OUT 5003.76 (S, TOBE ABANDONED)EXISTING 8" PVC UNDERDRAIN STA.=10+51.96 APPROX. INV.=5007.00 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 48 C 611PLAN & PROFILESANITARY SEWER LINES B & B330CALL 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 B3 PROFILE SCALE: NORTH SANITARY LINE B SANITARY LINE B3 S SSWWFFEEGGGEEEET T GEESWWW WW FSSVAULTELECEEUD UD UD WUDEEGGGEEEGGG G G G G W EEE18" SSWEWW S EEETEEE FDCFDCGFFFFGGS SSFSF F F SF F GGGSWNYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y S EEEEEEVAULTELECGEEEEEEEEGEW 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 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 XXX BBBBB B B B B X X X X 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+65.27 N: 1449313.92 E: 3113839.00 SSMH C8 STA 12+55.87 N: 1449123.32 E: 3113838.90 PROPOSED 8" PVC WATER SANITARY LINE D SEE THIS SHEET - RIGHT EXISTING 18" SANITARY SEWER 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 C 611 STORM DRAIN 5 SEE SHEET C 625 EXISTING 21" SANITARY SEWER UNDERDRAIN SEE SHEET C 626 STORM DRAIN 3 SEE SHEET C 623 STORM DRAIN 2 SEE SHEET C 623 BLDG 8 BLDG 4 BLDG 17 BLDG 18 BLDG 16 BLDG 15 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 38.81 LF 8" PVC @ 0.50% BLDG 14 BLDG 9 SSERV INV. OUT=5008.40 (W) 49.42 LF 4" PVC @ 2.00% SS BEND w CO C8-3 INV. IN=5007.41 (E) INV. OUT=5007.41 (N) 11.75 LF 4" PVC @ 2.00% SS BEND w CO C8-1 INV. IN=5006.42 (S) INV. OUT=5006.42 (N) 15.38 LF 4" PVC @ 2.00% 5.22 LF 8" PVC @ 0.50% 34.93 LF 4" PVC @ 2.00% SS BEND w CO C7-1 INV. IN=5006.58 (SE) INV. OUT=5006.58 (W) 32.16 LF 4" PVC @ 2.00% BLDG 10 SSERV INV. OUT=5007.23 (NW) SSMH C STA 9+99.96 N: 1449313.73 E: 3113904.31 32.17 LF 4" PVC @ 9.00% 40.13 LF 4" PVC @ 9.00% BLDG 15 SSERV INV. OUT=5007.64 (S) BLDG 16 SSERV INV. OUT=5008.35 (SE) 65.30 LF 18" PVC @ 0.18% 43.48 LF 4" PVC @ 8.50% BLDG 17 SSERV INV. OUT=5008.66 (SE) SSERV C2 STA 11+04.08 N: 1449275.11 E: 3113838.98 54.62 LF 8" PVC @ 0.50% 42.74 LF 4" PVC @ 2.00% BLDG 14 SSERV INV. OUT=5006.01 (W) SSERV C3 STA 11+58.71 N: 1449220.49 E: 3113838.95 43.55 LF 8" PVC @ 0.50% 42.74 LF 4" PVC @ 2.00% BLDG 13 SSERV INV. OUT=5006.28 (W) SSERV C4 STA 12+02.26 N: 1449176.94 E: 3113838.93 45.09 LF 4" PVC @ 2.00% 22.94 LF 8" PVC @ 0.50% SSERV C7 STA 12+50.65 N: 1449128.54 E: 3113838.90 SSERV C6 STA 12+45.65 N: 1449133.54 E: 3113838.91 44.91 LF 4" PVC @ 2.00% BLDG 11 SSERV INV. OUT=5006.76 (W) BLDG 12 SSERV INV. OUT=5006.55 (W) SSERV C5 STA 12+25.20 N: 1449153.99 E: 3113838.92 26.76 LF 6" PVC @ 1.00% 5.00 LF 8" PVC @ 0.50% 20.45 LF 8" PVC @ 0.50% BLDG 8 SSERV INV. OUT=5006.03 (E) PROPOSED FIRE HYDRANT ASHLAR DR 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 10+0010+00 11+00 12+00 13+00 13+50SSMH C1STA 10+65.27RIM 5013.3±INV. IN 5003.46 (W)INV. IN 5004.96 (S)INV. IN 5004.96 (NW)INV. OUT 5003.36 (E)38.81 LF 8" PVC @ 0.50%SSMH C8STA 12+55.87RIM 5013.1±INV. IN 5006.11 (S)INV. OUT 5005.91 (N)8" PVC WATER STA.=13+30.59 TOP=5008.6124" RCP STORM STA.=10+93.53 INV.=5009.11 PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+82.28 TOP=5008.70 SSERV C2STA 11+04.08INV. 5005.16 (S)INV. 5005.16 (E)INV. 5005.16 (N)SSERV C3STA 11+58.71INV. 5005.43 (S)INV. 5005.43 (E)INV. 5005.43 (N)SSERV C4STA 12+02.26INV. 5005.65 (S)INV. 5005.65 (E)INV. 5005.65 (N)SSERV C5STA 12+25.20INV. 5005.76 (S)INV. 5005.76 (W)INV. 5005.76 (N)SSERV C6STA 12+45.65INV. 5005.86 (S)INV. 5005.86 (E)INV. 5005.86 (N)SSERV C7STA 12+50.65INV. 5005.89 (S)INV. 5005.89 (E)INV. 5005.89 (N)6" PVC WATER STA.=11+82.65 TOP=5008.86 54.62 LF 8" PVC @ 0.50% 43.55 LF 8" PVC @ 0.50% 22.94 LF 8" PVC @ 0.50% 20.45 LF 8" PVC @ 0.50% 5.22 LF 8" PVC @ 0.50% 5.00 LF 8" PVC @ 0.50% PROPOSED 20 LF STEEL CASING PIPE S SSWWFFEEGGGEEEET T GEEEETSWWW EWW FSSVAULTELECEEUD WWUDEEGGGEEEEEGGG G G G GW EEEE18" SSWEEEWGW S EEETEEE FDCFDCFDCGFFFFGGS SSFSF F F SF F GGGGGGSWNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLL U T E D R A I N S T O W A T E R W A Y S EEEEEEEGGVAULTELECGEEEEEEEEGEW B 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 SSS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SSUDUD UDUDUDUDUDUDUDWWWSUDUDHYDMH30" W30" W30" W30" W30" W30" W30" W30" WPROPOSED 8" PVC WATER EXISTING 21" SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED 2' CONCRETE PAN PROPOSED 4' CONCRETE PAN EXISTING SANITARY SEWER MANHOLE PROPOSED 2' CONCRETE PAN EXISTING 30" WATER LINE STORM DRAIN 1 SEE SHEET C 620 SANITARY LINE B SEE SHEET C 611 EXISTING 21" SANITARY SEWER 183.88 LF 8" PVC @ 2.00% SSMH D3 STA 11+90.27 N: 1449124.21 E: 3113685.13 SSMH D1 STA 10+00.00 N: 1449314.48 E: 3113685.23 BLDG 17 BLDG 18 BLDG 16 BLDG 15 BLDG 4 BLDG 7 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 BLDG 14 BLDG 8 BLDG 5 6.39 LF 8" PVC @ 2.00% SSERV D2 STA 11+83.88 N: 1449130.60 E: 3113685.13 34.55 LF 6" PVC @ 1.00% BLDG 5 SSERV INV. OUT=5009.75 (NE) NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-8 SEE SHEET C 620 SANITARY LINE C SEE THIS SHEET - LEFT PROPOSED FIRE HYDRANT ASHLAR DR 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 5014.0±INV. IN 5005.72 (S)INV. IN 5004.22 (W)INV. OUT 5004.22 (E)183.88 LF 8 " P V C @ 2 . 0 0 %SSMH D3STA 11+90.27RIM 5014.7±INV. OUT 5009.53 (N)PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+62.18 TOP=5010.26 24" RCP STORM STA.=10+34.79 INV.=5009.51 6.39 LF 8" PVC @ 2.00%SSERV D2STA 11+83.88INV. 5009.40 (S)INV. 5009.40 (SW)INV. 5009.40 (N)PROPOSED 20 LF STEEL CASING PIPE 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 48 C 612PLAN & PROFILESANITARY SEWER LINES C & D31CALL 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: EEEEE EEE SSSSSS SSWWWFF FFFEEEEETTGTE E TEEEEEEEES WWWW WFSS E VAULT ELEC EEE E E EEUDUDUDWWG G GGGGGW E E E E EEEE18" SS WE E E E W G G G G G G G G WSEE EEE E FDC FDCFDC FDC FDCFDCFDCGFFFFGG SSSFSFFSFFGG G G G GG G G TSWNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS EEEEE E E E E EEVAULT ELEC VAULTELECG EEEEEE WV.P. HY D VAULT ELEC S S MH S S S S S CONTROL S HY DS 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" 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 8 " S S 8" SS 8" SS 8" SSEGGGGGGGGGW W W W W W W WWWWW FDC FS UDE E E E UDU D U D U D U DUDUDUD UD UD UD UD UD UD UDSSWWW S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDHY DMH S HY D MM MHXXXX XXXXSSSS 2 1 " S SXXXXXXXXXXINLET 1-14 STA 19+05.65 N: 1449427.58 E: 3113371.58 STMH 1-9 STA 16+77.56 N: 1449263.33 E: 3113468.37 STMH 1-7 STA 15+40.67 N: 1449263.59 E: 3113605.26 STMH 1-5 STA 14+28.50 N: 1449285.73 E: 3113715.21 INLET 1-3 STA 11+12.59 N: 1449118.06 E: 3113863.44 INLET 1-4 STA 12+80.19 N: 1449285.65 E: 3113863.53 BEND 1-13 STA 18+86.19 N: 1449411.75 E: 3113360.26 TEE 1-12 STA 18+53.78 N: 1449379.34 E: 3113360.25 BEND 1-11 STA 18+15.75 N: 1449341.31 E: 3113360.23 BEND 1-10 STA 17+23.15 N: 1449274.27 E: 3113424.10 TEE 1-8 STA 15+79.84 N: 1449263.61 E: 3113566.09 FES 1-1 STA 10+00.00 N: 1449118.00 E: 3113976.04 99.98 LF 30" HDPE @ 0.20%167.59 LF 30" RCP @ 0.20%148.32 LF 24" RCP @ 0.20% 112.16 LF 24" RCP @ 0.50% 39.17 LF 24" RCP @ 0.50% 97.72 LF 24" RCP @ 0.50% 45.60 LF 8" HDPE @ 0.50% 92.59 LF 8" HDPE @ 0.50% 38.03 LF 8" HDPE @ 0.50% 32.41 LF 8" HDPE @ 0.50% 19.46 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 C 610 SANITARY LINE D SEE SHEET C 612 SANITARY LINE C SEE SHEET C 612 PROPOSED GAS PROPOSED ELECTRIC SANITARY LINE B SEE SHEET C 611 SANITARY LINE B1 SEE SHEET C 611 UNDERDRAIN SEE SHEET C 626 STORM DRAIN 1-9 SEE SHEET C 622 STORM DRAIN 1-8 SEE SHEET C 622 BUILDING 6 BUILDING 7 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16 BUILDING 15 BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 BUILDING 9 STORM JOINTS NEED TO BE WRAPPED 10 FT ON EITHER SIDE OF WATER CROSSING PROPOSED FOREBAYASHLAR DR4995 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 19.46 LF 8" HDPE @ 0.50% 32.41 LF 8" HDPE @ 0.50% 38.03 LF 8" HDPE @ 0.50%BEND 1-11STA 18+15.75RIM 5013.4±INV. IN 5012.63 (N)INV. OUT 5012.63 (SE)92.59 LF 8" HDPE @ 0.50%BEND 1-10STA 17+23.15RIM 5012.9±INV. IN 5012.16 (NW)INV. OUT 5012.16 (E)45.60 LF 8" HDPE @ 0.50%STMH 1-9STA 16+77.56RIM 5015.5±INV. IN 5011.94 (W)INV. IN 5010.63 (S)INV. OUT 5010.60 (E)97.72 LF 24" RCP @ 0.50%TEE 1-8STA 15+79.84RIM 5012.5±INV. IN 5010.11 (W)INV. IN 5010.81 (S)INV. OUT 5010.11 (E)39.17 LF 24" RCP @ 0.50%STMH 1-7STA 15+40.67RIM 5015.3±INV. IN 5009.92 (W)INV. OUT 5009.92 (E)112.16 LF 24" RCP @ 0.50%STMH 1-5STA 14+28.50RIM 5014.1±INV. IN 5009.78 (NW)INV. IN 5009.36 (S)INV. IN 5009.36 (W)INV. OUT 5009.36 (E)148.32 LF 24" RCP @ 0.20%INLET 1-4STA 12+80.19RIM 5012.9±INV. IN 5009.06 (W)INV. OUT 5009.06 (S)167.59 LF 30" RCP @ 0.20%INLET 1-3STA 11+12.59RIM 5012.5±INV. IN 5008.73 (N)INV. OUT 5008.73 (E)99.98 LF 30" HDPE @ 0.20%FES 1-1STA 10+00.00RIM 5011.3±INV. IN 5008.50 (W)PROPOSED GROUND EXISTING GROUND 21" CLAY SANITARY STA.=18+01.56 INV.=5003.31TEE 1-12STA 18+53.78RIM 5013.7±INV. IN 5012.82 (N)INV. IN 5012.94 (E)INV. OUT 5012.82 (S)8" PVC WATER STA.=14+48.90 TOP=5007.73 18" MIN. 8" PVC WATER STA.=12+91.73 TOP=5007.33 18" MIN. 18" CLAY SANITARY STA.=17+81.04 INV.=5005.73 8" PVC SANITARY STA.=14+59.11 INV.=5006.42 PRIVATE BEND 1-13STA 18+86.19RIM 5013.7±INV. IN 5012.98 (NE)INV. OUT 5012.98 (S)TEE 1-2STA 10+12.61INV. 5008.53 (W)INV. 5008.64 (S)INV. 5008.53 (E)4" PVC WATER STA.=12+54.63 TOP=5007.30 4" PVC WATER STA.=12+25.01 TOP=5007.25 4" PVC WATER STA.=11+81.46 TOP=5006.19 4" PVC WATER STA.=11+38.07 TOP=5005.98 4" PVC SANITARY STA.=12+69.63 INV.=5005.65 4" PVC SANITARY STA.=12+15.01 INV.=5005.92 4" PVC SANITARY STA.=11+71.46 INV.=5006.14 4" PVC SANITARY STA.=11+28.07 INV.=5006.35 4" PVC SANITARY STA.=10+91.76 INV.=5006.88 4" PVC SANITARY STA.=11+23.05 INV.=5006.38 12.61 LF 30" HDPE @ 0.20% 2-YR HGL 8" PVC SANITARY STA.=13+04.73 INV.=5005.10 FLOW FILL BETWEEN PIPES ALL CROSSINGS SHALL BE WRAPPED 10 FT EACH SIDE PER DETAIL 205 STEEL CASING PIPE STA.=14+59.11 INV.=5006.00INLET 1-14STA 19+05.65RIM 5015.7±INV. OUT 5013.08 (SW)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 48 C 620PLAN & PROFILESTORM DRAIN 132 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 SSWWFFFEEEEE T T GEEEEETSWWW EWW FSSVAULTELECVAULTELECEEWWUDGGGEEEGGG G G G G W EEEEE18" SSWEEEWGGW S EEETEEE FDCFDCFDCGFFFFGGS SSFSF F F SF F GGGGGSWNYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDO NOT POLL U T E D R A I N S T O W A T E R W A Y S EEEEEEEGGVAULTELECGEEEEEEEEGEWV.P.VAULTELECSSS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SSWFDCEEUDUDUDUD UD UDUDUDUDUDUDWWWH YD30" W30" W30" W30" W30" W30" W30" WLANDMARK APARTMENTS EXISTING 21" SANITARY SEWER EXISTING 8" PVC WATER PROPOSED FH SANITARY LINE D SEE SHEET C 612 PROPOSED GAS PROPOSED ELECTRIC STORM DRAIN 1 SEE SHEET C 620 EXISTING 18" SANITARY SEWER EXISTING 30" WATER STORM DRAIN 1-8 SEE SHEET C 622 50.16 LF 15" RCP @ 1. 0 0 % STMH 1-5 STA 10+00.00 N: 1449285.73 E: 3113715.21 INLET 1-5.1 STA 11+19.02 N: 1449167.00 E: 3113706.82 BUILDING 7 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16 BUILDING 15 BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 PROPOSED FH STORM DRAIN 1-6 SEE THIS SHEET - RIGHT SANITARY LINE C SEE SHEET C 612 ALL CROSSINGS SHALL BE WRAPPED 10 FT EACH SIDE PER DETAIL 205 ASHLAR DR 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+50 10+00 11+00 11+50 PRIVATE STMH 1-5STA 10+00.00RIM 5014.1±INV. IN 5009.78 (NW)INV. IN 5009.36 (S)INV. IN 5009.36 (W)INV. OUT 5009.36 (E)50.16 LF 15" RCP @ 1.00%INLET 1-5.1STA 11+19.02RIM 5014.1±INV. IN 5011.46 (E)INV. IN 5010.54 (S)INV. OUT 5010.54 (N)EXISTING GROUND PROPOSED GROUND BLDG 8 RD TEE 1STA 10+50.16RIM 5011.4±INV. IN 5009.86 (S)INV. IN 5010.78 (E)INV. OUT 5009.86 (N)41.93 LF 15" RCP @ 1.00%BLDG 5 RD TEE 1STA 10+92.09RIM 5011.8±INV. IN 5010.28 (S)INV. IN 5010.78 (W)INV. OUT 5010.28 (N)21.27 LF 15" RCP @ 0.97%BLDG 5 RD TEE 2STA 11+13.37RIM 5012.0±INV. IN 5010.48 (S)INV. IN 5011.40 (W)INV. OUT 5010.48 (N)5.66 LF 15" RCP @ 1.00% S SSWWFFFEEEEE T T GEEEEESWWW WW FSSVAULTELECEEWWGGG G G G GW EEEE18" SSWEEEWGGW S EEEEEEFDCFDCFDCGFFFFGGS SSFSF F F SF F GGGSWNYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSEEEEVAULTELECEEEEEEW V.P.VAULTELECSSS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SSWFDCS EEEEUDUD UDUDUDUDUDUD UD UD UDUDUDUDUDUDSSSSWWWHYDLANDMARK APARTMENTS EXISTING 21" SANITARY SEWER EXISTING 8" PVC WATER PROPOSED FH SANITARY LINE D SEE SHEET C 612 PROPOSED GAS PROPOSED ELECTRIC STORM DRAIN 1 SEE SHEET C 620 EXISTING 18" SANITARY SEWER EXISTING 30" STORM DRAIN 1-8 SEE SHEET C 622 52.61 LF 8" HDPE @ 0.37% TEE 1-6.2 STA 10+65.70 N: 1449347.60 E: 3113706.00 23.81 LF 8" HDPE @ 0.40% INLET 1-6.3 STA 10+89.51 N: 1449371.37 E: 3113707.43 26.35 LF 8" HDPE @ 0.40% INLET 1-6.4 STA 11+15.85 N: 1449385.12 E: 3113729.90 BEND 1-6.1 STA 10+13.08 N: 1449294.98 E: 3113705.97 13.08 LF 8" HDPE @ 0.48% STORM DRAIN 1-5 SEE THIS SHEET - LEFT BUILDING 7 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16 BUILDING 15 BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 PROPOSED FH SANITARY LINE C SEE SHEET C 612 ALL CROSSINGS SHALL BE WRAPPED 10 FT EACH SIDE PER DETAIL 205 ASHLAR DR 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+009+0010+0011+0012+00 PRIVATE EXISTING GROUND PROPOSED GROUND 13.08 LF 8" HDPE @ 0.48%BEND 1-6.1STA 10+13.08INV. 5009.85 (N)INV. 5009.85 (SE)52.61 LF 8" HDPE @ 0.37%TEE 1-6.2STA 10+65.70INV. 5010.04 (N)INV. 5010.17 (W)INV. 5010.04 (S)23.81 LF 8" HDPE @ 0.40%INLET 1-6.3STA 10+89.51RIM 5013.0±INV. IN 5010.14 (NE)INV. OUT 5010.14 (S)26.35 LF 8" HDPE @ 0.40%INLET 1-6.4STA 11+15.85RIM 5011.6±INV. OUT 5010.24 (SW)EXISTING 24" PVC SANITARY STA.=10+47.94 INV.=5000.86 8" PVC WATER STA.=10+15.08 TOP=5008.24 EXISTING 18" PVC SANITARY STA.=10+32.46 INV.=5004.12 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 48 C 621PLAN & PROFILESTORM DRAINS 1-5 & 1-633 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 1-5 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 1-5 & 1-6 PROFILE SCALE: STORM DRAIN 1-6 NORTH EEES SSSWWFF EEEGGGGGEEEEEEEEEETTTEFVAULTELECEEEEEEWWEGGUDEEEEEEGEEEEEEWEEEES SET FDCFDCFDCGGGGGGGGGGGGGGTE EEEEEEEGGVAULTELECVAULTELECGGGEE NYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y SSSS S18" 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 B SEE SHEET C 612 TEE 1-8 STA 10+00.00 N: 1449263.61 E: 3113566.09 86.73 LF 8" HDPE @ 0.50% BASIN 1-8.1 STA 10+86.73 N: 1449176.89 E: 3113565.94 107.78 LF 8" HDPE @ 0.50% BASIN 1-8.2 STA 11+94.51 N: 1449069.11 E: 3113565.89 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4-4B SEE SHEET C 624 6' T R A I L STORM DRAIN 5 SEE SHEET C 625 PROPOSED GAS PROPOSED ELECTRIC STORM DRAIN 1 SEE SHEET C 620 EXISTING 18" SANITARY SEWER PROPOSED RETAINING WALL EXISTING 30" WATER STORM DRAIN 1-9 SEE THIS SHEET - RIGHT BUILDING 7 BUILDING 6 BUILDING 5 BUILDING 4 BUILDING 2 STORM DRAIN 1-5 SEE SHEET C 621 STORM JOINTS NEED TO BE WRAPPED 10 FT EACH SIDE OF CROSSING PROPOSED FIRE HYDRANT ASHLAR DR 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 1-8STA 10+00.00RIM 5012.5±INV. IN 5010.11 (W)INV. IN 5010.81 (S)INV. OUT 5010.11 (E)86.73 LF 8" HDPE @ 0.50%BASIN 1-8.1STA 10+86.73RIM 5014.2±INV. IN 5011.24 (S)INV. OUT 5011.24 (N)107.78 LF 8" HDPE @ 0.50%BASIN 1-8.2STA 11+94.51RIM 5013.9±INV. OUT 5011.78 (N)EXISTING GROUND PROPOSED GROUND 8" PVC WATER STA.=10+11.25 TOP=5009.30 PRIVATE 18" MIN.EEES SSSWWFF EEEGGGGGEEEEEEEEEETTTEFVAULTELECEEEEEEWWEGGUDEEEEEEGEEEEEEWEEEES SET FDCFDCFDCGGGGGGGGGGGGGGTE EEEEEEEGGVAULTELECVAULTELECGGGEE NYLOPLASTDO NOT P O L L U T E D R A I N S T O W A T E R W A Y SSSS S18" 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 B SEE SHEET C 612 STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4-4B SEE SHEET C 624 6' T R A I L STORM DRAIN 5 SEE SHEET C 625 PROPOSED GAS PROPOSED ELECTRIC STMH 1-9 STA 10+00.00 N: 1449263.33 E: 3113468.37 31.29 LF 24" RCP @ 0.50% TEE 1-9.2 STA 10+51.45 N: 1449211.97 E: 3113468.34 19.31 LF 15" HDPE @ 0.50% TEE 1-9.4 STA 10+97.80 N: 1449165.61 E: 3113468.32 30.03 LF 15" HDPE @ 0.50% STORM DRAIN 1 SEE SHEET C 620 EXISTING 18" SANITARY SEWER PROPOSED RETAINING WALL EXISTING 30" WATER STORM DRAIN 1-8 SEE THIS SHEET - LEFT BUILDING 7 BUILDING 6 BUILDING 5 BUILDING 4 BUILDING 2 STORM DRAIN 1-5 SEE SHEET C 621 INLET 1-9.5 STA 11+27.84 N: 1449135.62 E: 3113469.80 9.78 LF 12" HDPE @ 0.50% BEND 1-9.6 STA 11+37.62 N: 1449130.47 E: 3113478.11 5.56 LF 12" HDPE @ 0.50% TEE 1-9.7 STA 11+43.19 N: 1449124.91 E: 3113478.11 18.86 LF 12" HDPE @ 0.50% TEE 1-9.8 STA 11+62.04 N: 1449106.05 E: 3113478.10 11.80 LF 12" HDPE @ 0.50% TEE 1-9.9 STA 11+69.40 N: 1449094.25 E: 3113478.09 TEE 1-9.3 STA 10+71.13 N: 1449192.66 E: 3113468.33 INLET 1-9.1 STA 10+31.70 N: 1449232.08 E: 3113469.85 20.17 LF 15" HDPE @ 0.50% STORM JOINTS NEED TO BE WRAPPED 10 FT EACH SIDE OF CROSSING PROPOSED FIRE HYDRANT ASHLAR DR 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+009+00 10+00 11+00 12+00 13+00 EXISTING GROUND PROPOSED GROUND 30.03 LF 15" HDPE @ 0.50% 19.31 LF 15" HDPE @ 0.50% 31.29 LF 24" RCP @ 0.50% 20.17 LF 15" HDPE @ 0.50% 9.78 LF 12" HDPE @ 0.50% 5.56 LF 12" HDPE @ 0.50% 8" PVC WATER STA.=10+10.93 TOP=5008.93 PRIVATE STMH 1-9STA 10+00.00RIM 5015.5±INV. IN 5011.94 (W)INV. IN 5010.63 (S)INV. OUT 5010.60 (E)INLET 1-9.1STA 10+31.29RIM 5015.4±INV. IN 5010.79 (S)INV. OUT 5010.79 (N)TEE 1-9.2STA 10+51.45INV. 5010.89 (S)INV. 5011.18 (E)INV. 5010.89 (N)TEE 1-9.3STA 10+70.75INV. 5010.98 (S)INV. 5011.27 (E)INV. 5010.98 (N)TEE 1-9.4STA 10+97.80INV. 5011.12 (S)INV. 5011.49 (E)INV. 5011.41 (W)INV. 5011.12 (N)INLET 1-9.5STA 11+27.84RIM 5015.4±INV. IN 5011.27 (SE)INV. OUT 5011.27 (N)BEND 1-9.6STA 11+37.62INV. 5011.32 (S)INV. 5011.32 (NW)TEE 1-9.7STA 11+43.19INV. 5011.60 (E)INV. 5011.34 (S)INV. 5011.34 (N)TEE 1-9.8STA 11+62.04INV. 5011.44 (S)INV. 5011.59 (E)INV. 5011.44 (N)TEE 1-9.10STA 11+79.51INV. 5011.46 (E)INV. 5011.69 (S)INV. 5011.69 (N)INLET 1-9.11STA 12+10.79RIM 5015.0±INV. OUT 5011.85 (N)27.04 LF 15" HDPE @ 0.50% 18.86 LF 12" HDPE @ 0.50% 11.80 LF 12" HDPE @ 0.50% 5.67 LF 8" HDPE @ 0.50% 31.29 LF 8" HDPE @ 0.50% 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 48 C 622PLAN & PROFILESTORM DRAINS 1-8 & 1-934 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 1-8 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 1-8 & 1-9 PROFILE SCALE: STORM DRAIN 1-9 NORTH 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0011+50 40.32 LF 18" RCP @ 1.20% 4.75 LF 18" RCP @ 0.20%BASIN 2-2 (w WEIR)STA 10+30.08RIM 5012.8±INV. IN 5008.11 (N)INV. IN 5008.52 (W)INV. OUT 5008.11 (S)30.08 LF 18" HDPE @ 0.20%PIPE END 2-1STA 10+00.00RIM 5009.8±INV. IN 5008.05 (N)4.75 LF 18" RCP @ 0.20%BASIN 2-3STA 10+34.83RIM 5012.7±INV. IN 5008.12 (N)INV. IN 5008.51 (W)INV. OUT 5008.12 (S)PRIVATE INLET 2-5STA 10+79.90RIM 5011.5±INV. OUT 5008.62 (SW)BASIN 2-4STA 10+39.58RIM 5012.6±INV. IN 5008.13 (NE)INV. IN 5008.56 (W)INV. OUT 5008.13 (S)PROPOSED GROUND EXISTING GROUND 2-YR HGL 18" MIN. FLOW FILL OVER 30" WATER MAIN 30" WATER STA.=10+63.94 TOP=5006.68 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 BB B B B B BB BB B B B B B B B B B B B BB B BB B B B B B BB B BB X BBBBB B B B B X X MHUDUDUDUDUDUDUDUDUDUDMHX30" W30" W30" W30" WX X X X X X X X X 30" W21" SS 21" SS21" SS EW UD UD UDEGG G EEW S S SF F SWNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSEEEGOVERFLOW BASIN 3-4 STA 11+30.88 N: 1449013.73 E: 3114045.32 45.71 LF 24" HDPE @ 0.50% STMH 3-3 STA 10+85.18 N: 1448971.00 E: 3114061.55 47.07 LF 24" HDPE @ 0.50% STMH 3-2 STA 10+38.11 N: 1448924.04 E: 3114064.79 39.74 LF 24" HDPE @ 0.50% FES 3-1 STA 9+98.37 N: 1448911.11 E: 3114027.21 CANAL IMPOR T A T I O N SPRING CREEKWALL E N B E R G D R BUILDING 10 BUILDING 9 PROPOSED 2' CONCRETE PAN PROPOSED GAS EXISTING 30" WATER STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 PROPOSED STORM CHAMBERS 1 FIRE HYDRANT UNDERDRAIN SEE SHEET C 626 RAIN GARDEN STORM DRAIN 1 SEE SHEET C 620 STORM JOINTS NEED TO BE WRAPPED 10 FT ON EITHER SIDE OF CROSSING 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 PROPOSED GROUND EXISTING GROUND 100-YR HGL 18" MIN. 45.71 LF 24" HDPE @ 0.50% 47.07 LF 24" HDPE @ 0.50% 39.74 LF 24" HDPE @ 0.50%OVERFLOW BASIN 3-4STA 11+30.88RIM 5010.5±INV. IN 5008.31 (W)INV. OUT 5008.31 (S)STMH 3-3STA 10+85.18RIM 5012.8±INV. IN 5008.08 (N)INV. OUT 5008.08 (S)STMH 3-2STA 10+38.11RIM 5012.0±INV. IN 5007.84 (N)INV. OUT 5007.84 (W)FES 3-1STA 9+98.37RIM 5009.1±INV. IN 5007.64 (E)PRIVATE FLOW FILL OVER 30" WATER MAIN 30" WATER STA.=11+07.89 TOP=5006.18 B B B B B B B B B B B BB B B BB B B B B B B B B B B B B B B B B BBBB B B B B B B B B B B B BB B BB B B B B B BB B BB X BBBBBB B B B X X MHUDUDUDUDUDUDUDUDUDUDMHX30" W30" W30" W30" WX X X X X X X X X 30" WWINNE GRANT R/JOHNELLE S1821 WALLENBERG DRERIKSEN CHRISTOPHER M1825 WALLENBERG DR21" SS 21" SS 21" SS EW UD UD UDEGG G EEW S S SF F SWNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSEEEGCANAL IMPOR T A T I O N SPRING CREEKWALL E N B E R G D R BUILDING 10 BUILDING 9 PROPOSED 2' CONCRETE PAN PROPOSED GAS EXISTING 30" WATER STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 PROPOSED STORM CHAMBERS 1 FIRE HYDRANT UNDERDRAIN SEE SHEET C 626 3 - 78.12 LF 30"x19" CONCRETE ELLIPTICAL PIPE @ 1.75% STORM DRAIN 2 SEE THIS SHEET - LEFT STORM DRAIN 3 SEE THIS SHEET - RIGHT PIPE END 2-1A STA 10+00.00 N: 1448934.16 E: 3113964.02 INLET 2-5A STA 10+76.32 N: 1449003.52 E: 3113996.34 RAIN GARDEN STORM JOINTS NEED TO BE WRAPPED 10 FT EACH SIDE OF CROSSING STORM DRAIN 1 SEE SHEET C 620 4990 4995 5000 5005 5010 5015 5020 5025 4990 4995 5000 5005 5010 5015 5020 5025 9+5010+0011+0011+50 3 - 76.52 LF 30"x19" CONCRETE ELLIPTICAL PIPE @ 1.79%PIPE END 2-1ASTA 10+00.00RIM 5009.9±INV. IN 5007.97 (NE)INLET 2-5ASTA 10+76.32RIM 5011.3±INV. OUT 5009.34 (SW)PRIVATE PROPOSED GROUND EXISTING GROUND 100-YR HGL 18" MIN. FLOW FILL OVER 30" WATER MAIN 30" WATER STA.=10+67.95 TOP=5006.58 B B B B B B B B B B B BB B B BB B B B B B B B B B B B B B B B B BBBB B B B B B B B B B B B BB B BB B B B B B BB B BB X BBBBBB B B B X X MHUDUDUDUDUDUDUDUDUDUDMHX30" W30" W30" W30" WX X X X X X X X X 30" WWINNE GRANT R/JOHNELLE S1821 WALLENBERG DRERIKSEN CHRISTOPHER M1825 WALLENBERG DR21" SS 21" SS 21" SS EW UD UD UDEGG G EEW S S SF F SWNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSEEEGINLET 2-5 STA 10+79.90 N: 1449004.76 E: 3113993.09 40.32 LF 18" RCP @ 1.20% BASIN 2-4 STA 10+39.58 N: 1448973.97 E: 3113967.05 4.75 LF 18" RCP @ 0.20% BASIN 2-2 (w WEIR) STA 10+30.08 N: 1448964.47 E: 3113967.05 30.08 LF 18" HDPE @ 0.20% PIPE END 2-1 STA 10+00.00 N: 1448935.08 E: 3113960.64 CANAL IMPOR T A T I O N SPRING CREEKWALL E N B E R G D R BUILDING 10 BUILDING 9 PROPOSED 2' CONCRETE PAN PROPOSED GAS EXISTING 30" WATER STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 PROPOSED STORM CHAMBERS 1 FIRE HYDRANT STORM DRAIN 3 SEE THIS SHEET - RIGHT UNDERDRAIN SEE SHEET C 626 BASIN 2-3 STA 10+34.83 N: 1448969.22 E: 3113967.05 4.75 LF 18" RCP @ 0.20% RAIN GARDEN STORM JOINTS NEED TO BE WRAPPED 10 FT EACH SIDE OF CROSSING STORM DRAIN 1 SEE SHEET C 620 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 48 C 623PLAN & PROFILESTORM DRAIN 2, 2A, & 335 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 STORM DRAIN 2A PROFILE SCALE: ESWFFE E E E E E G G G G G G G G G G GF TT TEE E E E WW UD EE E E E EEEEEEEE SSEFDC FDCFDC W GGGG G G G G G GG GEEE E EEGGG GGIRNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS ELEC 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W BFES 4-1 STA 10+00.00 N: 1448734.73 E: 3113345.36 13.92 LF 18" HDPE @ 0.50% BASIN 4-3 (w WEIR) STA 11+37.27 N: 1448828.58 E: 3113428.48 STMH 4-4 STA 12+82.47 N: 1448973.78 E: 3113428.56 75.80 LF 24" RCP @ 0.50% STMH 4-2 STA 10+75.80 N: 1448805.94 E: 3113371.34 61.47 LF 24" RCP @ 0.50% STORM DRAIN 4-4B SEE THIS SHEET - RIGHT STORM DRAIN 4-4A SEE THIS SHEET - MIDDLE SANITARY LINE A SEE SHEET C 610 PROPOSED 8" PVC WATER PROPOSED 8" PVC WATER 10' TR A I L STORM DRAIN 6 SEE SHEET C 626 PROPOSED STORMTECH CHAMBERS 26.20 LF 8" HDPE @ 0.50% 21.52 LF 8" HDPE @ 0.50% BEND 4-5 w CO STA 13+08.67 N: 1448973.65 E: 3113454.76 BEND 4-6 STA 13+30.19 N: 1448988.79 E: 3113470.05 23.20 LF 8" HDPE @ 0.50% BUILDING 3 BUILDING 4 BUILDING 5 STORM JOINTS NEED TO BE WRAPPED 10 FT ON EITHER SIDE OF CROSSING RD 4 TEE 2 STA 11+65.97 N: 1448857.28 E: 3113428.50 11.17 LF 18" HDPE @ 0.50% TR DRAIN TEE 3 STA 11+77.14 N: 1448868.45 E: 3113428.50 16.18 LF 18" HDPE @ 0.50% RD 4 TEE 4 STA 11+93.32 N: 1448884.63 E: 3113428.51 7.53 LF 18" HDPE @ 0.50% RD 4 TEE 6 STA 12+08.81 N: 1448900.12 E: 3113428.52 27.20 LF 18" HDPE @ 0.50% RD 4 TEE 7 STA 12+36.00 N: 1448927.32 E: 3113428.53 46.46 LF 18" HDPE @ 0.50% 35.55 LF 12" HDPE @ 0.50% BLDG CONN. TEE 5 STA 12+00.84 N: 1448892.16 E: 3113428.51 7.96 LF 18" HDPE @ 0.50% BEND 4-7 w CO STA 13+53.39 N: 1449011.99 E: 3113470.07 7.98 LF 8" HDPE @ 0.50% BEND 4-8 STA 13+61.37 N: 1449017.63 E: 3113475.71 8.53 LF 8" HDPE @ 0.50%INLET 4-9 STA 13+69.90 N: 1449017.62 E: 3113484.24 W STUART ST 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+50 PROPOSED GROUND EXISTING GROUNDSTMH 4-4STA 12+82.47RIM 5015.5±INV. IN 5012.50 (E)INV. IN 5012.50 (N)INV. IN 5012.50 (W)INV. OUT 5012.50 (S)13.92 LF 18" HDPE @ 0.50%BASIN 4-3 (w WEIR)STA 11+37.27RIM 5016.3±INV. IN 5011.77 (N)INV. IN 5012.25 (E)INV. IN 5012.33 (E)INV. OUT 5011.77 (W)61.47 LF 24" RCP @ 0.50% 75.80 LF 24" RCP @ 0.50%STMH 4-2STA 10+75.80RIM 5015.9±INV. IN 5011.46 (E)INV. OUT 5011.46 (S)FES 4-1STA 10+00.00RIM 5013.5±INV. IN 5011.08 (N)26.20 LF 8" HDPE @ 0.50% 30" WATER STA.=13+35.07 TOP=5008.36 8" PVC WATER STA.=11+02.96 TOP=5009.85 BEND 4-5 w COSTA 13+08.67INV. 5012.63 (NE)INV. 5012.63 (W)21.52 LF 8" HDPE @ 0.50% 23.20 LF 8" HDPE @ 0.50%BEND 4-7 w COSTA 13+53.39INV. 5012.85 (NE)INV. 5012.85 (S)PRIVATE 100-YR HGL BEND 4-6STA 13+30.19INV. 5012.73 (N)INV. 5012.73 (SW)18" MIN.RD 4 TEE 1STA 11+51.18RIM 5013.6±INV. IN 5011.84 (N)INV. IN 5012.26 (W)INV. OUT 5011.84 (S)TR DRAIN TEE 3STA 11+77.14RIM 5013.7±INV. IN 5011.97 (N)INV. IN 5012.39 (W)INV. OUT 5011.97 (S)RD 4 TEE 4STA 11+93.32RIM 5013.8±INV. IN 5012.05 (N)INV. IN 5013.38 (W)INV. OUT 5012.05 (S)RD 4 TEE 7STA 12+36.00RIM 5014.0±INV. IN 5012.26 (N)INV. IN 5013.43 (W)INV. OUT 5012.26 (S)RD 4 TEE 6STA 12+08.81RIM 5013.9±INV. IN 5012.13 (N)INV. IN 5013.29 (W)INV. OUT 5012.13 (S)RD 4 TEE 2STA 11+65.97RIM 5013.7±INV. IN 5011.91 (N)INV. IN 5013.08 (W)INV. OUT 5011.91 (S)BLDG CONN. TEE 5STA 12+00.84RIM 5013.8±INV. IN 5012.09 (N)INV. IN 5012.59 (W)INV. OUT 5012.09 (S)EEEEESSWFFF T TEWW EE E E SSEFDC FDCFDC W GGGG G G G GG G G G VAULT ELEC G IRNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS H2O TRAFFIC VAULTT SVAULT ELEC VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR EEEEEETTTTTGGGGGGGGEEEEE30" W30" W 30" W 30" W 30" W 30" W 30" W PROPOSED GAS 143.18 LF 12" HDPE @ 0.50% BEND 4-4.3 STA 12+01.45 N: 1448981.69 E: 3113230.05 19.64 LF 12" HDPE @ 0.50% BEND 4-4.5 STA 12+38.22 N: 1449012.73 E: 3113216.1913.31 LF 12" HDPE @ 0.50% INLET 4-4.7 STA 12+87.08 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 C 610 PROPOSED 8" PVC WATER STORM DRAIN 4-4A SEE THIS SHEET - MIDDLE STORM DRAIN 4 SEE THIS SHEET - LEFT SANITARY LINE A2 SEE SHEET C 610 BUILDING 2 BUILDING 3 BUILDING 1 9.94 LF 12" HDPE @ 0.50% BEND 4-4.2 w CO STA 11+91.51 N: 1448974.63 E: 3113237.05 48.33 LF 12" HDPE @ 0.50% TEE 4-4.1 STA 11+43.18 N: 1448974.42 E: 3113285.38 17.13 LF 12" HDPE @ 0.50% BEND 4-4.4 w CO STA 12+18.58 N: 1448998.82 E: 3113230.06 STORM JOINTS NEED TO BE WRAPPED 10 FT ON EITHER SIDE OF CROSSING TEE 4-4.6 STA 12+51.53 N: 1449012.79 E: 3113202.88 35.55 LF 12" HDPE @ 0.50% W STUART STSFEGTTTEEEEEEEEEEEESSEFDCWGGGGGGGGEEEGGGGGNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS30" 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 BUILDING 3 BUILDING 4 BUILDING 5 5000 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)143.18 LF 12" HDPE @ 0.50%BEND 4-4.3STA 12+01.45INV. 5013.51 (N)INV. 5013.51 (SE)19.64 LF 12" HDPE @ 0.50%BEND 4-4.5STA 12+38.22INV. 5013.70 (W)INV. 5013.70 (SE)INLET 4-4.7STA 12+87.08RIM 5016.1±INV. OUT 5013.95 (E)30" WATER STA.=12+13.58 TOP=5007.42TEE 4-4.6STA 12+51.53INV. 5014.02 (N)INV. 5013.77 (W)INV. 5013.77 (E)13.31 LF 12" HDPE @ 0.50% 35.55 LF 12" HDPE @ 0.50%BEND 4-4.4 w COSTA 12+18.58INV. 5013.60 (NW)INV. 5013.60 (S)17.13 LF 12" HDPE @ 0.50% PRIVATE 48.33 LF 12" HDPE @ 0.50%TEE 4-4.1STA 11+43.18INV. 5013.22 (W)INV. 5013.22 (N)INV. 5013.22 (E)BEND 4-4.2 w COSTA 11+91.51INV. 5013.46 (NW)INV. 5013.46 (E)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 PRIVATE 100-YR HGL 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 48 C 624PLAN & PROFILESTORM DRAINS 4, 4-4A, & 4-436 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 4-4 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 TEWE E VAULT ELEC UDUD E EGG G UD EE E E E EE EE E E SSETFW G G G G G GG GEEE E GGGGGEE E G NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS 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 ST 2 1 " S S 2 1 " S S 2 1 " S S BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBSTMH 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+18.38 N: 1448717.70 E: 3113345.77 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 @ 0.60% 255.40 LF 18" HDPE @ 1.05 % 172.17 LF 1 8 " H D P E @ 0 . 5 0 % 188.9 8 L F 1 8 " H D P E @ 0. 5 0 % 99.39 L F 1 8 " H D P E @ 0 . 5 0 % PROPOSED 2' CONCRETE PAN CANAL IMPORTATIONSPRI N G C R E E K STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 4-4A SEE SHEET C 624 STORM DRAIN 4-4B SEE SHEET C 624 STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 3 SEE SHEET C 623 EXISTING 30" WATERPROPOSED ELECTRIC PROPOSED GAS PROPOSED 8' PVC WATER SP R I N G C R E E K 80.18 LF 24" RCP @ 0.50% UNDERDRAIN SEE SHEET C 626 STORM DRAIN 5-2 SEE THIS SHEET-RIGHT PROPOSED FIRE HYDRANT SANITARY LINE A SEE SHEET C 610 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 1 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 @ 0.60% 255.40 LF 18" HDPE @ 1.05% 172.17 LF 18" HDPE @ 0.50%188.98 LF 18" HDPE @ 0.50% 99.39 LF 18" HDPE @ 0.50%STMH 5-6STA 17+18.99RIM 5014.8±INV. IN 5010.41 (W)INV. OUT 5010.41 (NE)STMH 5-5STA 15+30.02RIM 5014.9±INV. IN 5009.47 (SW)INV. OUT 5009.47 (E)STMH 5-4STA 13+57.85RIM 5014.6±INV. IN 5008.61 (W)INV. OUT 5008.61 (E)OUTLET 5-7STA 18+18.38RIM 5013.4±INV. OUT 5010.91 (E)STMH 5-2STA 10+80.18RIM 5010.5±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5004.87 (E)FES 5-1STA 10+00.00RIM 5006.3±INV. IN 5004.47 (W)EXISTING GROUND PROPOSED GROUND 80.18 LF 24" RCP @ 0.50%STMH 5-3STA 11+02.44RIM 5011.5±INV. IN 5005.91 (W)INV. OUT 5005.91 (N)PRIVATE 2-YR HISTORIC RELEASE UDUDUDUDUDUDUDUDXX30" W 30" W XXX30" W BBBBBBBBBBBBBBBBBBBBBBBBBPROPOSED 2' CONCRETE PAN CANAL IMPORTATIONSTORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 3 SEE SHEET C 623 29.50 LF 15" HDPE @ 3.30% STMH 5-2 STA 10+00.00 N: 1448859.30 E: 3114045.64 OUTLET 5-2.1 STA 10+29.50 N: 1448849.58 E: 3114017.78 SP R I N G C R E E K UNDERDRAIN SEE SHEET C 626 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 5010.5±INV. IN 5005.78 (S)INV. IN 5005.78 (W)INV. OUT 5004.87 (E)29.50 LF 15" HDPE @ 3.30%OUTLET 5-2.1STA 10+29.50RIM 5009.5±INV. OUT 5006.75 (E)EXISTING GROUND PROPOSED GROUND PRIVATE 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 48 C 625PLAN & PROFILESTORM DRAINS 5 & 5-237 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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 SWWW WWS SUD UD UD UDEGGG G G G GW EE18" SSWW S FDCS SSFSF F F SF F SWNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLL U T E D R A I N S T O W A T E R W A Y S EEEEEEEW MHSS18" 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" W21" SS 21" SS B 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 XXX B B BBB B B B B X X X X X X PROPOSED 2' CONCRETE PAN CANAL IMPORT A T I O N STORM DRAIN 2 SEE SHEET C 623 STORM DRAIN 3 SEE SHEET C 623 EXISTING 30" WATER SPRING CREEKSTORM DRAIN 5-2 SEE SHEET C 625 STORM DRAIN 5 SEE SHEET C 625 SANITARY LINE C SEE SHEET C 612 PROPOSED 8" PVC WATER EXISTING 18" SANITARY EXISTING 21" SANITARY STORM DRAIN 1 SEE SHEET C 620 48' SANITARY SEWER EASEMENT WALL E N B E R G D R 47.44 LF 6" HDPE @ 0.20% RG UD BASIN 2 STA 10+47.44 N: 1449016.23 E: 3114055.00 189.97 LF 4" HDPE @ 0.20% RG UD CO 3 STA 12+37.41 N: 1449184.94 E: 3113981.90 RG UD PIPE END 1 STA 10+00.00 N: 1449029.22 E: 3114100.63 PROPOSED RAIN GARDEN BUILDING 14 BUILDING 13 BUILDING 12 BUILDING 11 BUILDING 10 BUILDING 9 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 RG UD PIPE END 1STA 10+00.00RIM 5006.5±INV. IN 5005.86 (W)47.44 LF 6" HDPE @ 0.20%RG UD BASIN 2STA 10+47.44RIM 5010.6±INV. IN 5005.95 (NW)INV. OUT 5005.95 (E)189.97 LF 4" HDPE @ 0.20%RG UD CO 3STA 12+37.41RIM 5008.6±INV. OUT 5006.33 (S)PROPOSED SUBGRADEEGGGGGGFVAULTELECEEEEWWEEEEEESSFDCGGGGGIRIRT SH2OTRAFFICVAULTT SVAULTELECCONTROLIRRCONTROLIRRELECCONTROLIRRCONTROLIRREETGGGGEEEEEEEEEGGGG30" W30" W30" W30" W30" W36" W 36" W 36" WD/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W30" W30" W30" W30" W30" WSTSTSTSTSSSSSSSSSSSSTORM DRAIN 4 SEE SHEET C 624STORM DRAIN 4-4B SEE SHEET C 624 INLET 6-2 STA 11+07.91 N: 1448843.05 E: 3113202.86 107.91 LF 18" RCP @ 0.20% FES 6-1 STA 10+00.00 N: 1448735.14 E: 3113201.88 S SHIELDS STREET SANITARY LINE A SEE SHEET C 610 BUILDING 1 STORM JOINTS TO BE WRAPPED 10 FT ON EITHER SIDE OF CROSSING BUILDING 1 ROOF DRAIN PLAN SEE SHEET C 607-C 608 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. IN 5013.04 (NW)INV. IN 5013.04 (E)INV. OUT 5013.04 (S)107.91 LF 18" RCP @ 0.20%FES 6-1STA 10+00.00RIM 5015.2±INV. IN 5012.83 (N)EXISTING GROUND PROPOSED GROUND 8" PVC WATER STA.=10+80.89 TOP=5011.24 PRIVATE 100-YR HGL 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 48 C 626PLAN & PROFILESTORM DRAIN 6 & UNDERDRAIN38 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 CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.CONTRACTOR SHALL DEFLECT SERVICE LINES TO AVOID STORM DRAIN LINES BY 18" VERTICALLY. PROPOSED RIGHT OF WAY INLET SUMMARY TABLE DESIGN POINT DESIGN INLET LABEL INLET TYPE INLET SIZE A2 INLET 2-5 Area Inlet 2' X 15' B1 INLET 3-4 Nyoplast 30 in.30" B2 INLET 1-3 Nyloplast 3'X3' (36" basin)3' X 3' B3 INLET 1-4 Nyloplast 3'X3' (36" basin)3' X 3' B6 INLET 1-9.5 Type R 5' B7 INLET 1-9.1 Type R 5' B9 INLET 1-5.1 Type R 5' B10 INLET 1-6.3 Type R 5' D3 INLET 6-2 Type R 5' D5 INLET 4-4A Nyloplast 3'X3' (30" basin)3' X 3' 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: STORM DRAIN 6 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)S 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: 5012.53SSSSSSSSSSSSSSh-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 48 LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 C 700EXHIBITHISTORIC DRAINAGE 39 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 FINAL DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED SEPTEMBER 1, 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 CABLEF.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 FDCFDC FDC FDCFDCFDCFDC NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS / / / / / / / // / / / / / / / W WWWSS SSUDUDBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXTRACT B TRACT A RAIN GARDEN A EXISTING DRAINAGE DITCH (DITCH C) DETENTION POND 2 100-YR WSEL = 5014.91 1.32 ac. A1 0.98 ac. D1 0.22 ac. D2 0.61 ac. B1 1.75 ac. A2 0.70 ac. B2 0.64 ac. D7 0.48 ac. B5 0.29 ac. B4 0.21 ac. B10 0.11 ac. C1 0.16 ac. C2 0.79 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.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 OUTFALL PIPE PROPOSED STORM DRAIN PROPOSED OUTLET STRUCTURE 5:15:15:15:112:1a2 PROPOSED STORM DRAIN DETENTION POND 1 100-YR WSEL = 5011.37 1.05 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 2 PROPOSED STORM CHAMBERS 1 FEMA XSEC #22186 5014.4 FT (NAVD 88) FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY PROPOSED STORM DRAIN PROPOSED STORM DRAIN BLDG 6 BLDG 7 BLDG 2 BLDG 3 BLDG 4 BLDG 5 BLDG 8 BLDG 17 BLDG 16 BLDG 15 BLDG 14 BLDG 13 BLDG 12 BLDG 11 BLDG 10 BLDG 9 POND OVERFLOW PATH POND 2 OVERFLOW CHANNEL TO POND 1 EXISTING 8' TRAILW PROSPECT RD. W STUART ST. BLDG 1 b8 0.43 ac. B8 0.87 ac. B6 FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED STORM DRAIN 0.46 ac. B9 b9 b10 2.31 ac. B3 INLET 1-4 INLET 1-3 INLET 1-5.1 INLET 1-6.3 INLET 1-9.1 INLET 1-9.4 INLET 4-4A INLET 6-2 INLET 2-5 SIDEWALK CHASE D4 PROPOSED TRENCH DRAIN BLDG 18 ASHLAR DRW 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 48 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 C 701DRAINAGE EXHIBIT40 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 FINAL DRAINAGE AND EROSION CONTROL REPORT FOR THE QUARRY BY WATERMARK, DATED SEPTEMBER 1, 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 LID Summary per LID Structure LID ID Area Weighted % Impervious Subbasin ID Treatment Type Volume per UD-BMP (ft3) Vol. w/20% Increase per Fort Collins Manual (ft3) Impervious Area (ft2) Sq. Ft.Acres Rain Garden A 318,413 7.31 72%B1 Rain Garden 7,104 8,525 228,508 Stormtech 1 76,238 1.75 77%A2 Stormtech 1,578 1,894 58,703 Stormtech 2 81,341 1.87 58%D5,6,7 Stormtech 1,247 1,496 47,552 Total 475,992 10.93 11,915 334,763 Rational Flow Summary | Developed Basin Flow Rates BASIN TOTAL AREA (acres) Tc2 (min) Tc100 (min) C2 C100 Q2 (cfs) Q100 (cfs) A1 1.32 5.0 5.0 0.27 0.34 1.02 4.47 A2 1.75 5.0 5.0 0.79 0.99 3.94 17.24 B1 0.61 10.7 10.7 0.48 0.60 0.64 2.78 B2 0.70 5.0 5.0 0.69 0.86 1.37 5.95 B3 2.31 5.0 5.0 0.92 1.00 6.07 23.03 B4 0.24 5.0 5.0 1.00 1.00 0.70 2.43 B5 0.48 5.0 5.0 0.65 0.82 0.89 3.92 B6 0.87 5.0 5.0 0.95 1.00 2.35 8.64 B7 0.84 5.0 5.0 0.86 1.00 2.05 8.32 B8 0.43 5.0 5.0 0.75 0.93 0.91 3.94 B9 0.46 5.0 5.0 0.95 1.00 1.24 4.57 B10 0.21 5.2 5.2 0.49 0.61 0.29 1.25 C1 0.11 5.0 5.0 0.25 0.31 0.08 0.33 C2 0.16 5.0 5.0 0.63 0.78 0.29 1.26 D1 0.98 5.0 5.0 0.29 0.37 0.81 3.60 D2 0.22 10.6 10.6 0.25 0.31 0.12 0.51 D3 0.21 5.0 5.0 0.85 1.00 0.52 2.13 D4 0.77 5.0 5.0 0.92 1.00 2.01 7.64 D5 1.05 5.0 5.0 0.91 1.00 2.73 10.49 D6 0.07 5.0 5.0 0.68 0.85 0.13 0.58 D7 0.64 6.1 6.1 0.36 0.45 0.61 2.68 E1 3.38 12.8 12.8 0.16 0.19 1.09 4.53 E2 1.38 8.8 8.8 0.11 0.14 0.36 1.59 F1 0.05 5.0 5.0 0.72 0.90 0.09 0.40 F2 0.18 7.3 7.3 0.62 0.78 0.28 1.21 OS1 0.48 5.0 5.0 0.84 1.00 1.16 4.82 OS2 1.80 9.3 9.3 0.91 1.00 3.77 14.45 OS3 0.87 5.0 5.0 0.86 1.00 2.14 8.69 LID Site Summary - New Impervious Area Total Area of Current Development 642,773 ft2 Total Impervious Area 385,987 ft2 Total Impervious Area without LID Treatment 51,223 ft2 A1,C,D1-4,E,F 75% Requried Minium Area to be Treated 289,490 Total Treated Area 334,763 ft2 Percent Impervious Treated by LID 86.73% INLET CAPACITY SUMMARY Project:1791-001 Calculations By:Cassandra Ungerman Date:August 27, 2021 Design Point Design Inlet Label Q2 Q100 Q100 Total Q100 Intercepted Q100 Unintercepted Inlet Type Inlet Size NotesA2INLET 2-5 3.97 17.17 48.60*48.60 0.00 Area Inlet 2' X 15'Captures 100-yr for A2 and Q100 unintercepted for all B basins B1 INLET 3-4 25.24 n/a n/a n/a Nyoplast 30 in.30"30" basin will capture 2-yr flows(16.83 cfs) + 50% clogging factor B2 INLET 1-3 1.25 5.33 4.47 0.86 Nyloplast 3'X3' (36" basin)3' X 3'Overflow continues to DP A2 B3 INLET 1-4 6.20 24.03 6.20 17.83 Nyloplast 3'X3' (36" basin)3' X 3'Captures 2-yr flow - Overflow continues to DP A2 B6 INLET 1-9.5 2.35 8.64 2.80 5.84 Type R 5'Captures 2-yr flow w/ 4" ponding - Overflow continues to DP A2 B7 INLET 1-9.1 2.04 7.92 2.80 5.12 Type R 5'Can capture 2-yr w/ 4" ponding - Overflow continues to DP A2 B9 INLET 1-5.1 1.24 4.57 2.80 1.77 Type R 5'Captures 2-yr flow w/ 4" ponding- Overflow continues to DP A2 B10 INLET 1-6.3 0.29 1.25 1.25 0.00 Type R 5'Captures 100-yr flow D3 INLET 6-2 4.57**2.13 17.79**5.90 11.89 Type R 5'Captures 2-yr flow - Overflow will continue to sidewalk chase D5 INLET 4-4A 2.75 10.67 10.67 0.00 Nyloplast 3'X3' (30" basin)3' X 3'Captures 100-yr flow w/ ~6" ponding Notes:*Q100 for Inlet 2-5 (DP A2) includes the Q100 value for A2 (17.24 cfs) AND the sum of the Q100 Intercepted values for basins B1-B10 **Q values for Inlet 6-2 (DP D3) include the Q value for D3 (2.13 cfs) AND the sum of the Q values for basins OS2 and F2 ***All landscape area drains shall be minimum 8" Nyloplast dome grate or determined by pipe size. Landscape flows accounted for at the main. POND SUMMARY TABLE Pond ID Tributary Area (Ac) Ave Percent Imperviousness (%) 100-Yr. Detention Vol. (Ac-Ft) 100-Yr. Detention WSEL(Ft)Peak Release (cfs) Pond 1 8.51 57 1.82 5011.37 0.94 Pond 2 6.33 68 0.83 5014.91 5.15 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 48 C 800WATER DETAILS41 100 TYPICAL WATER MAIN 106 TYPICAL WATER SERVICE 107 TYPICAL SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 103 TYPICAL SETTING FOR 1-1/2 IN. AND 2 IN. WATER METERS 102 TYPICAL MAIN LOWERING ANCHOR BLOCKS 101 TYPICAL FIRE HYDRANT 105 TYPICAL WATER MAIN LOWERING 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 6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"6"STREET STREET6" 104 TYPICAL TRACER WIRE WATER LOWERING ELEVATIONS (TOP OF PIPE) CROSSING 1 2 3 4 D (FT)T (FT) WATER LOWERING 1 5010.75 5008.93 5008.93 5010.75 2 N/A WATER LOWERING 2 5010.88 5009.3 5009.3 5010.88 0.67 N/A WATER LOWERING 3 5009.69 5007.73 5007.73 5009.69 2 N/A WATER LOWERING 4 5009.25 5008.24 5008.24 5009.25 0.67 N/A WATER LOWERING 5 5008.62 5007.8 5007.8 5008.62 2 N/A WATER LOWERING 6 5012.38 5011.24 5011.24 5012.38 1.5 N/A WATER LOWERING 7 5011.51 5011.01 5011.01 5011.51 2 N/A 6" No-Hub Bottom Outlet Closed End Cap 6" - 90° Bend 6" HDPE STORM DRIAN 6" PVC Pipe 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 48 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 C 801WATER DETAILS42 201 TRAFFIC-RATED CURB STOP INSTALLATION 202 3 4 IN. AND 1 IN. WATER METER 203 3 4 IN. AND 1 IN. WATER METER TRENCH DRAIN DETAIL NOTE: + Actual Channel length is 81 1 4" to allow for overlap. 204 205 POLYETHYLENE AWWA C-105 WRAP POLYETHYLENE TUBE POLYETHYLENE TUBEPIPE PLASTIC TAPE PIPE PIPE EXCESS MATERIAL SHALL BE PIPE BARREL, FOLDED ON TOP OF PIPE AND TAPED IN MATERIAL ON PIPE PRIOR TO LOWERING IT INTO TRENCH. AROUND THE ADJACENT SPIGOT END AND WRAP WITH TAPE TO HOLD THE PLASTIC TUBE IN PLACE. NEATLY DRAWN UP AROUND THE PLACE TUBE OF 8 MIL POLYETHYLENE PULL THE TUBE OVER THE LENGTH OF THE PIPE. TAPE TUBE TO PIPE AT JOINT. FOLD MATERIAL MACHINE AREA. INSTALL AND POLYETHYLENE. MAKE TAPS BY WRAPPING THREE THE PIPE TO COVER THE TAPPING CORPORATION STOP THROUGH THE TAPE LAYERS OF COMPATIBLE TAPE AROUND PLACE. PIPE AND TAPED IN PLACE. CLEAN MATERIAL THAT WILL NOT DAMAGE ENCASEMENT. CAREFULLY BACKFILL WITH PIPE BARREL, FOLDED ON TOP OF OVERLAP FIRST TUBE WITH ADJACENT TUBE AND SECURE WITH PLASTIC ADHESIVE TAPE. THE POLYETHYLENE TUBE MATERIAL COVERING THE PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEATLY DRAWN UP AROUND THE POLYETHYLENE TUBE PLASTIC TAPE Restraint Calculations Location Total Restraint Length 22.5 Degree Bend 10 ft 45 Degree Bend 20 ft 90 Degree Bend 48 ft Water Lowering 1 76 ft Water Lowering 2 76 ft Water Lowering 3 76 ft Water Lowering 4 76 ft Water Lowering 5 76 ft Water Lowering 6 76 ft Water Lowering 7 76 ft 207 JOINT RESTRAINT TABLE WATER LOWERING ELEVATIONS (TOP OF PIPE) CROSSING 1 2 3 4 D (FT)T (FT) WATER LOWERING 1 5010.75 5008.93 5008.93 5010.75 2 N/A WATER LOWERING 2 5010.88 5009.3 5009.3 5010.88 0.67 N/A WATER LOWERING 3 5009.69 5007.73 5007.73 5009.69 2 N/A WATER LOWERING 4 5009.25 5008.24 5008.24 5009.25 0.67 N/A WATER LOWERING 5 5008.62 5007.8 5007.8 5008.62 2 N/A WATER LOWERING 6 5012.38 5011.24 5011.24 5012.38 1.5 N/A WATER LOWERING 7 5011.51 5011.01 5011.01 5011.51 2 N/A 206 WATER LOWERING TABLE 304 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 48 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 C 802DETAILSSANITARY SEWER43 SERVICE WYE CLEANOUT 300 TYPICAL WASTEWATER BEDDING 302 TYPICAL MANHOLE (WASTEWATER) COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 LOWER LIMIT OF TRENCH WALL SLOPING INITIAL LIFT * 12 IN. MIN. PIPE O.D. 4 IN. MIN. TRENCH WIDTH AS SPECIFIED IN SECTION 02221 COMPACTED GRANULAR MATERIAL CONFORMING TO CDDH #67 * BEDDING REQUIRMENTS WW-1 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE2 IN. MIN.SLOPE 1 IN. MIN. 8 IN. MIN. 6 IN. 15 IN. OR LESS 48 IN. 60 IN.18 IN. TO 30 IN. 72 IN.OVER 30 INCHES MIN. MANHOLE MINIMUM INSIDE DIAMETER OF DIAMETER MANHOLE SHALL BE AS FOLLOWS: PIPE SIZE5 FT. MIN. DEPTHCONCRETE ADJUSTMENT SHIMS GROUTED INSIDE ASTM C-478 ECCENTRIC CONE PRE-FORMED PLASTIC GASKET ASTM C-478 MANHOLE SECTIONS GROUT BASE TO BARREL SECTION ON INSIDE PRE-FORMED PLASTIC GASKET CAST-IN-PLACE CONCRETE BASE 16 IN. MAX. FINISHED GRADE 30 IN. MIN.48 IN. MAX.VARIABLE28 IN. MAX. 24 IN. SEE TABLE 6 IN. 12 IN. SLOPE 1 IN./FT. 18 IN. MAX. MANHOLE RUNGS 12 IN. O.C. 8 IN. MIN STANDARD MANHOLE WW-3 303 DROP MANHOLE DETAIL PLAN VIEW CROSS VIEW 45 ELBOW SERVICE WYE 8 IN. PVC SEWER PIPE COMPACTED GRANULAR MATERIAL AIR-TIGHT PLUG WITH 4 IN. X 4 IN. MARKER UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR LEAN CONCRETE PVC SEWER PIPE NOTE: WYE CONNECTION NOT ALLOWED ON VCP LEAN CONCRETE o 20 MIN.o 45 MAX.o TRENCH UNYIELDING PIPE BEDDING OF COMPACTED ROCK OR 4 IN. X 4 IN. MARKER AIR-TIGHT PLUG SERVICE WYE DETAIL WW-9 FLOW DIRECTION TRAFFIC RATED CLEANOUT WW-15 0.015 STAINLESS STEEL STRAPS (TO BE USED WITH REDWOOD SKIDS) NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. TRANSMISSION LINE SUPPORTED BY CASING SPACERS. CASING SEAL CARRIER PIPE STEEL CASING 1/4 IN. MIN. CARRIER PIPE CASING SPACERS BELL OF PIPE STEEL CASING STEEL CASING DETAIL WW-2 301 STEEL CASING DETAIL REMOVABLE EXPANSION PLUG HAND-COMPACTED GRANULAR BACKFILL 2 FT. MIN. DROP MANHOLE WW-4 305 TRAFFIC RATED CLEANOUT 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 48 C 803DRAINAGE DETAILS44 400 TYPICAL STORMWATER BEDDING 401 TYPICAL MANHOLE (STORM) 403 TYPICAL MANHOLE CHANNELING (STORM) o 402 TYPICAL SHALLOW MANHOLE WITH FLAT TOP 404 TYPICAL CURB, GUTTER, AND SIDEWALK 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 405 TYPICAL CULVERT, ATTACHED SIDEWALK DETAIL "A" PLAN VIEW 406 TYPICAL SIDEWALK CULVERT FOR DETACHED WALK - OUTFALL TO CURB BACK OF CURB EDGE OF STREET 5 8" GALV. STEEL PLATE 2 1 2 1 3"x2"x3 8" GALV. ANGLE SEE DETAIL 1 #4@12" O.C. #4@12" O.C. #4@12" O.C. 3"x2"x3 8" GALV. ANGLE 5 8" GALV. STEEL PLATE #3 REBAR ANCHOR 18 O.C. 3 8" BRASS SCREW 18 O.C. WITH COUNTERSUNK HEAD FLUSH WITH PLATE6"6"VARIES 2' 3' SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C SLOPE VARIES 0.5% SLOPE (MIN.) VARIES VARIES 2' DEPRESSED GUTTER VARIESEXPANSION MATERIAL 5 8" GALV. STEEL PLATE EDGE OF STREET 12" R 12" R 2' OPENING 3'-3"3'-3"6" (TYP.)BACK OF CURB 3" (TYP.) 3' (TYP.) SIDEWALK (TYP.) EXTEND WALK 6" ON BOTH SIDES OF WALKVARIES VARIESSLOPECC BB A A 8'-6" EXPANSION MATERIAL 3 8" BRASS SCREW 18" O.C. WITH COUNTERSINK HEAD FLUSH WITH PLATE2'6" 500 TYPICAL SIDEWALK CULVERT FOR DETACHED WALK - INFALL TO SITE 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 48 C 804DRAINAGE DETAILS45 502 TYPICAL FLARED END SECTIONS E C B E E C D PLAN 501 TYPICAL STREET CROSS PAN GENERAL NOTES: 1. 6 IN. X 6 IN. X 10/10 WWF SHALL BE INSTALLED IN RADIUS AND PAN. 2. MINIMUM 6 IN. WIDE PAN FOR RESIDENTIAL STREET. 3. MINIMUM 10 FT. WIDE PAN FOR ARTERIAL AND COLLECTOR STREETS. EXPANSION MATERIAL 5 8" GALV. STEEL PLATE EDGE OF STREET 12" R 12" R 2' OPENING 3'-3.0000"3'-3.0000" 6.0000" (TYP.) BACK OF CURB SLOPE PLATE TO MATCH SIDEWALK BACK OF CURB EDGE OF STREET 5 8" GALV. STEEL PLATE 2 1 2 1 3"x2"x3 8" GALV. ANGLE SEE DETAIL 1 #4@12" O.C. #4@12" O.C. #4@12" O.C. 3"x2"x3 8" GALV. ANGLE 5 8" GALV. STEEL PLATE #3 REBAR ANCHOR 18 O.C. 3 8" BRASS SCREW 18 O.C. WITH COUNTERSUNK HEAD FLUSH WITH PLATE 6.0000" VARIES 2' 3' SECTION B-B DETAIL 1 SECTION A-A PLAN SECTION C-C SLOPE VARIES 0.5% SLOPE (MIN.) 3.0000" (TYP.) 3' (TYP.) SIDEWALK (TYP.) EXTEND WALK 6" ON BOTH SIDES OF WALK VARIES VARIES SLOPECC BB A A 2' DEPRESSED GUTTER VARIES 8'-6.0000" EXPANSION MATERIAL 3 8" BRASS SCREW 18" O.C. WITH COUNTERSINK HEAD FLUSH WITH PLATE 1'-11.9831"1.9658" MIN. VARIES VARIES 2' 6.0000" 5.9991" 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 REV A7001-110-527DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A DRAIN BASIN WITH 3 FT X 3 FT ROAD & HIGHWAY GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 12-19-17DATE NMHDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 12-19-17 NMH 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ® ©2007 NYLOPLAST MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (2) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 3 FT X 3 FT DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. (4) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS (2) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN ON 24", 10" MIN ON 30" & 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 24" & 6" MIN ON 30" & 36" 24", 30" & 36" (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST 3 FT X 3FT ROAD & HIGHWAY STRUCTURE 1 - 24" - 30" FRAMES & 3 FT X 3 FT GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 3 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 4 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 5 - 3 FT X 3 FT ROAD & HIGHWAY GRATE SHALL MEET H-20 LOAD RATING. 503 NYLOPLAST 3 FT X 3 FT ROAD AND HIGHWAY GRATE ROOF DRAIN CONNECTION505 REV C7001-110-042DWG NO.1 OF 1SHEET1:40SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 8 IN - 30 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 8-10-00DATE AWADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 8-10-00 CJA DUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTTSALPOLYN DU CT I L E I R ONTSALPOLYNDUCTIL EIRONDUCTILE IRONDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTWHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X WHEN ARE INLINE DRAINS USED? 2708AG _ _ X 2710AG _ _ X 2712AG _ _ X 2715AG _ _ X 2718AG _ _ X 2724AG _ _ X 2730AG _ _ X TYPICAL INSTALLATIONS TYPICAL INSTALLATION OF NYLOPLAST DRAIN BASIN AND INLINE DRAIN 1: TO ENTER AN EXISTING LINE USING A TEE & RISER 2: AT THE BEGINNING OF A DRAIN LINE USING AN ELBOW & RISER TEE ELBOW 12" DRAIN BASIN 2 INLET & OUTLET ADAPTERS CAN BE PUT ON ANY ANGLE 1: TO CHANGE ELEVATION 2: TO CHANGE PIPE DIAMETER 3: TO CHANGE PIPE TYPE 4: FOR SHALLOW APPLICATIONS 5: TO CHANGE DIRECTION A° RISER DRAIN BASIN INLINE DRAIN 10" INLINE DRAIN 10" INLINE DRAIN 3 VARIABLE ELEVATION WATERTIGHT ADAPTERS AVAILABLE FOR MOST COMMON PLASTIC PIPING SYSTEMS 8"6" CORRUGATED HDPE PIPE SMOOTH WALL PVC 1 - STRUCTURES & ADAPTERS AVAILABLE IN SIZES 8" - 30" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012, 7001-110-013, & 7001-110-014 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS SEE DRAWING NO. 7001-110-065 504 TYPICAL BASIN INSTALLATION C 805DRAINAGE DETAILS46 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 48 CAD FILE NAME: DRAWN BY:T. COX D46.dwg 8/15/05DATE DRAWN: CC A A B B 3'-6"Ls1' 6"Ws6"6"VARIESVARIES6"Ws/2Ws/2SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE 2'-6"6"WoWo Wo Wp 4"(TYP.)1'(MAX.)PLAN 6"3"CLR.D1 GENERAL NOTES SECTION D-D WQD D A A OPP. CLR. ABBREVIATIONS @ # Wp Wo TYP. DIA. O.C. MAX. MIN. LEGEND WQINV. ELEV.6"6"Ls Ws DETAIL LAST DATE REVISED:4/7/11 POND 1 POND 2 ELEV A 5011.60 5015.40 ELEV B 5008.75 5012.95 ELEV C 5009.75 5013.925 D wq (FT)N/A 1.60 LS (FT)4.00 4.00 WS (FT)4.00 4.00 WO (FT)N/A 1.00 HOLE DIA (INCH)N/A 13/16 # ROWS N/A 5 # COLUMNS N/A 1 100-YEAR ORIFICE DIA (INCH) 4 9 3/4 602 OUTLET STRUCTURE 600 CURB INLET TYPE R (1 OF 2)601 CURB INLET TYPE R (2 OF 2) 603 QUINTUPLE COMBINATION CURB INLET 2-5 DETAIL 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 6" 5'-8" MAX 3'-0" MIN 5'-8" MAX 3'-0" MIN 6" B B A A 14'-21 2" 2'-0" SHIP-LAP JOINT SEE GRATING DETAIL (RIGHT) 6" 6" 83 8" 18" RCP 3 - 19"X30" ELLIPTICAL RCP 1'-23 8" 6" 6" 2'3' 14'-3 5 16" 6"6" 15'-3 5 16" 12" FL-TBC 12" TAPERED CURB 12" TAPERED CURB AA 4-TON P-52 SL ANCHORS FOR SETTING SUPPORT BEAM POCKET (SEE BELOW) SUPPORT BEAM POCKET (SEE BELOW) 6" THICK CONCRETE WALL 4-TON P-52 SL ANCHORS FOR SETTING M.A. STEPS @12" O.C. (QUANTITY VARIES WITH HEIGHT) SEE GRATING DETAIL (RIGHT) 800 TYPICAL CURB AND GUTTER 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 48 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 C 807SITE DETAILS476"2"R.2"6"6"12"1 1/2"R. 2'-6" 6" 4 1/2" 30" 9" R 0.5" 4.5" 18" 3.63" 21.75" R 0.13" 7" 2" 3.75" 12" ROLL-OVER VERTICAL (LOVELAND) Gutter edge may be tapered or battered. (Typical for all Curb & & Gutter Types)7 3/8" (L)1 3/8"17"6"3 3/8"14" FL R 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK 31" See Drawing 1601 10 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18"18"3 3/8"1 3/8"6"R 16"FL 14"6"17" 1 1/2" 5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft. 1' min. (F.C.) 48:1 min. 4:1 max. Excavation Fill 1' min. 2' min. 1/4"/Ft. CURB & GUTTER IN A CUT OR FILL 6"3'-9" (F.C.) For Thickness 2' min. (L) 801 TYPICAL DRIVE-OVER CURB AND GUTTER AND SIDEWALK 802 TYPICAL MEDIAN ISLAND CURBS 6"1"1 1/2"R. 1'-6" 2" R. 4-1/2"12"6"OUT FALL CURB & GUTTER 8" BARRIER CURB 6"1'-0"a.) Bottom of curb shall be poured to a depth no less than on the compacted subgrade of the pavement. 6"6"6"1'-6"18"10"8"ROADWAY PAVEMENT FL LF 6" MOUNTABLE CURB 1 1/4" BARRIER CURB (KEY WAY OR EPOXY) 1/8" TO 1/4"R. 1"± 1/4" CONCRETE PAVEMENT (SECTION B) 1 1/2"3"ASPHALT OR 6" 1 1/2"R. 1 1/2" (SECTION M) MOUNTABLE CURB (KEY WAY OR EPOXY) 3 1/2"3" 1"± 1/4" 1"R. 6"4" 1/8" TO 1/4"R. 6" w/concrete pavement 8" w/asphalt * * 6" 1-1/2" b.) Raised center medians shall be 8" barrier curb or 8" epoxy curb only. Notes:REVEAL(CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL)6"(FORT COLLINS ONLY) 1-1/2" TO Final asphalt lift, overlay or grade adjustment Depress ring 1/4" to 5/8" below adjacent finished street grade Slope up to match finished pavement Straight cut around ring Concrete grade ring to match slope or finished grade Grade ring Existing base course Manhole Shim / Grout 16" max.NOTE: 1. Grout shall be a mixture of 100 lbs Grout mix, 26 lbs water (3.12 Gal), and 100 lbs of sand conforming to ASTM C-35. 2. Manholes shall not be located in crosspans, gutters, or wheel path. 3. Shim and grout to make ring and cover flush with the finished pavement surface. Cover Support with Steel Shims and pack with High Strength Grout 803 TYPICAL MANHOLE COVER 806 TYPICAL PAVEMENT MARKINGS WITH TURN LANE 804 TYPICAL SIGN POST 805 TYPICAL PAVEMENT MARKINGS Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. ** 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31)7'-0" MIN. CLEARANCE2' - 3' FROM F Street Curb See Figure 16-1 SW SAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST.L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS *12 Gauge 30"8"8"Double Lines Normal Width Line 4" White 4" Yellow 4" Space 4" White Preferential lane symbol (6' X 4') for designated bikeways. White pavement marking placed 65' (min) from the projected flowline and Projected Flowline (FL)NO CROSSPAN Continental bars (9' X 1.5'):NO CROSSPAN OR EXISTING CROSSPANWhite Stop Bar (1.5' X Length) 30' Gaps 3:1 Ratio 10' Segments 4" White Broken Line STANDARDNO STOP BAR SPECIFIEDSTOP BAR SPECIFIED STOP BAR SPECIFIED EXISTING CROSSPAN Crosspan exits (no stop bar) -- shall No crosspan -- shall be positioned along projected flowline. match the edge of the pan. Crosspan exits (stop bar specified) -- shall be positioned along projected flowline overlapping 4' of crosspan.12 3 CROSSWALK MARKINGS FL to stop bar 14.5' Projected 14.5' Stop Bar to FL 13'9'1.5' 6' Crosspan 4' 4' 4' NOTES: Continental crosswalk bars shall be placed centered on each lane line & in the center of each lane. (Lanes 5' wide or less shall not receive a bar centered in the lane.) Both outside Continental bars shall be centered on the curb & gutter when possible. If 6' crosspan exists, bars to match pan edge to 13' from projected FL. Exception: The downstream bike lane line shall terminate at the curb return. NOTE: All longitudinal (lane) striping shall terminate at the continental crosswalk bars when no stop bar exists. If a stop bar is specified, the striping shall terminate at the stop bar. 65' (min) centered on bike lane. PAVEMENT MARKINGS Projected Flowline (FL) Broken line 4" white 10' Segments 30' Gaps (3:1 Ratio) Wide Lane 1.5'x9' 8" White Line 4" white Double Line 4" Yellow 4" Space CROSSWALK MARKINGS: STRIPING: PREFERENTIAL LANE SYMBOL: STOP LINES: MANDATORY MOVEMENT: 1.5'x9 100' Taper (min.).2L L = Turn Bay Storage Length.4L 10' .4L 10' 4" Ywllow 4" White Extension Line An Engineering study should be required before crosswalk markings are installed in locations away from traffic signals or stop signs. Continental crosswalk bars (1.5' x 9' typ.) shall be placed adjacent to the projected flowline or abutting to existing crosspan. A bar shall be placed centered on each lane line and in the center of each lane. Lanes 5' wide or less shall not receive a bar centered in the lane. It is important that the markings are in alignment with the access ramps / sidewalks. On curves: Dotted extension of lane edge with same as solid downstream line, 2' segments, 4' gaps. Mandatory movement lanes shall use a lane-use arrow marking, the word marking "only", another lane-use arrow marking (accompanied by signs). Symbols & words are 8' of more in height -- use CDOT specification sizes. Place stop lines (1.5' x Variable typ.) only when inportant to indicate the point behind which vehicles are required to stop (more often on main arterials) -- placement should ordinarily be 4' in advance of and parallel to the nearest crosswalk line in the absence of a marked crosswalk, the stop line should be placed at the desired stopping point no more than 30' or less than 4' from the nearest edge of the intersecting roadway.PLS shall be used for designated bikeways. Intersection placement -- the symbol shall be placed downstream to convey to turning traffic that the bike lane exists. It shall be placed 4" down from the PCR & centered on the bike lane. Frequency of placement between blocks is a matter for Engineering judgement. All Longitudinal (lane) striping shall terminate at the Continental crosswalk bars -- except the downstream bike lane which shall terminate at the curb return. If a stop line is in place -- upstream stripping shall terminate at the stop line. Not Required with lane lengths less than 100'. Not Required with lane lengths less than 100'. 8" White Line 8" White Extension Line8" White Extension 4" White Line 65' (min) 4' C 808SITE DETAILS48 900 TYPICAL BICYCLE LANE PAVEMENT MARKINGS 904 TYPICAL ADA HANDICAP PARKING REQUIREMENTS 901 TYPICAL STREET NAME SIGN 905 TYPICAL ACCESS RAMPS - RESIDENTIAL LOCAL STREETS 906 TYPICAL TRUNCATED DOME PANEL FOR ACCESS RAMPS 907 TYPICAL FIRE ACCESS ROAD SIGNS 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 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 48 20' 4" White Line 20' 4' 6' Flow Line Curb 2'VAN-ACCESSIBLEPARKINGMIN.MIN.ONE IN EVERYEIGHT ACCESSIBLESPACES, BUT NOTLESS THAN ONE,SHALL BE VANACCESSIBLE.ONE SIGNPER SPACEREQUIREDREQUIREDPER SPACEONE SIGNREQUIREDPER SPACEONE SIGNCAR ACCESSIBLEVAN ACCESSIBLE"UNIVERSAL DESIGN"CAR & VAN ACCESSIBLEORA "UNIVERSAL" PARKING SPACE DESIGN MAY BE USED.THIS DESIGN IS USED TO ACCOMMODATE CAR & VANACCESSIBLE PARKING SPACES, WHICH ELIMINATES THENEED FOR TWO SIGN TYPES.8'5'8'8'8'8'11'5'11'11'5'RESERVEDRESERVEDPARKINGRESERVEDPARKINGR7-8R7-8R7-8SW SAMPLEAVE NOTES: 1. Street name must be 6" (min.) capital white letters, FHWA Series "B". 2. Prefix must be 2" letters, FHWA Series "B" and placed on the upper left. 3. Suffix must be 2" (min.) letters and block number must be 2" (min.) numbers, FHWA Series "B". 4. Overall sign length dimension varies according to length of street name. 5. All sign lettering and green background material must be at least Diamond Grade sheeting per FHWA; No silk screened signs will be permitted. 6. Street numbers shall always point to higher block number. 7. Aluminum sign blank shall be 0.10 thickness with 3/4" radius corners. 8. Loveland only, signalized intersection signs shall be 18" (min.) in height. 9. All street name signs shall be retroreflective. 2400 Length Varies by Street Name 8" 1/2" 2-1/4"1/2" 2-3/4" 1/2" 2-1/2" Hwy B Series1" min. 2" max. 6" Hwy B Series 2-1/2" Hwy B Series, Centered on Logo 3-3/4" 2-3/4" 1" min. 2" max. 1/2" 1/2"1/2" FORT COLLINS ONLY Notes: 1. Set ramp slopes using the center of theramp. 2. Truncated dome warning panel: Install panels along with the concrete pour for theramp. Specifications for the panel materialwill be provided upon request. 3. Each ramp shall align perpendicular to thestreet in which the ramp is provided to cross. 4. Refer to standard drawing 1606 in the Laimer County urban area street standardsfor other necessary criteria needed to construct these ramps that is not specifiedon this drawing. 5. Construct the ramps and walk so the cornerarea all drains to the street. 6. If curb and gutter are poured monolithic withramp, place dome edge at back of curb asshown. If not poured monolithic, place dome edge 6" from back of curb.PLAN VIEWNTSRamp FlareGutterRampRampFlareCurbCurbConc. FlarePanelsPanelsTruncated domepanels:1-2'x2.5'1-2'x2'Truncated Dome WarningDetection Plan LocationsLEGEND:BOC- Back of curb⅊ Property LinePT - Point of TangencyFlow line Section A-A NTS4'-6"2'-0"2'-6"2'-0"t Varies Varies 4.5'6.0'.5'1.5'4.5'1.5 '12.0'12.0'4.5'.5'6.0'4.5'L a n d s c a p e d A r e a PT CurbAA6" Curb(TYP)0" CurbFull heightcurbTruncated domewarning detection⅊PT of walkR15.0'⅊⅊ & BOW5'-6" BOC to walk w/ vertical curb5'-7" BOC to walk w/ drive over curbConc. SidewalkArea to be landscapedConc. walkGutterorApronTruncate DomeWarning Panel1:12 Max slope1:20SlopePT of curbreturn6"Conc. Flare6" Curb(TYP)See note 6 CurbFlareVaries CurbFlareRampCurbCurb FlareRampVaries PanelsPanels6"RampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand 2'x2.5' rectangles.Combine the widths to fitthe ramp. Panels may becut to no less than a 2'x1.5'size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Notes: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb.For Drive Over Curb the warning detection location shall be placed inthe same position 6" back from theback of curb. 3. If curb and gutter are poured monolithic with ramp, place domeedge at back of curb as shown. Ifnot poured monolithic, place domeedge 6" from back of curb.Case 1-Directional RampsCase 2-Non-Directional RampsVaries PanelsRampPanelsFlareCurbCase 3-Mid-Block Ramps6"PanelsPanelsFlare6"FlareVaries FORT COLLINS ONLY Aligned with Pedestrian flow GutterorApron℄Center line of rampBOC-Back of CurbFOC -Face of Curb-Flow lineVaries 2'-0" 2'-0"AAFOC or ℄ 2'-0"BOCBOC1:12 max slope1:20slopePanels embedded in theconcrete ramps Section A-A (Center line of ramp)NTSFlow line Curb and Gutter BOC See Note 3 NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. FIRE LANE NO PARKING BY ORDER OF THE FIRE MARSHAL STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 3/4" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) 903 12' CONCRETE TRAIL/ ACCESS ROAD SECTION PAVEMENT CROSS-SECTIONS 902 LOCATION COMPOSITE ASHPALT SECTION (INCHES ASPHALT / INCHES ABC) FULL DEPTH ASPHALT SECTION (INCHES ASPHALT) RIGID PAVEMENT (INCHES PCCP/INCHES ABC or SCS) PARKING AREAS 4.0 / 7 6.0 - DRIVE AISLES 4.5 / 9 7.0 5 / 5 (ABC) HEAVY DUTY 6 / 6 (ABC) ABC = AGGERGATE BASE COURSE, PCCP = PORTLAND CEMENT CONCRETE PAVEMENT SCS = SCARIFIED/COMPACTED SUBGRADE -- 412 PAVER EDGE RESTRAINT