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Home My WebLink AboutTHE QUARRY BY WATERMARK - FDP210016 - DOCUMENT MARKUPS - ROUND 2 - UTILITY PLANS (3)PROSPECT 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 JULY 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 INTERSECTION STRIPING PLAN 11 C 500 OVERALL GRADING PLAN 12 - 17 C 501 - C 506 GRADING PLAN 18 C 510 SUBGRADE PLAN 19 C 600 OVERALL UTILITY PLAN 20 - 23 C 601 - C 604 UTILITY PLAN 24 C 610 SANITARY SEWER LINES A & A3 PLAN & PROFILE 25 C 611 SANITARY SEWER LINES B & B3 PLAN & PROFILE 26 C 612 SANITARY SEWER LINES C & D PLAN & PROFILE 27 C 620 STORM DRAIN 1 PLAN & PROFILE 28 C 621 STORM DRAINS 1-5 & 1-6 PLAN & PROFILE 29 C 622 STORM DRAINS 1-8 & 1-9 PLAN & PROFILE 30 C 623 STORM DRAINS 2, 2A & 3 PLAN & PROFILE 31 C 624 STORM DRAINS 4, 4-4A, & 4-4 PLAN & PROFILE 32 C 625 STORM DRAINS 5 & 5-2 PLAN & PROFILE 33 C 626 STORM DRAIN 6 & UNDERDRAIN PLAN & PROFILE 34 C 700 HISTORIC DRAINAGE EXHIBIT 35 C 701 DRAINAGE EXHIBIT 36 - 37 C 800 - C 801 WATER DETAILS 38 C 802 SANITARY SEWER DETAILS 39 - 41 C 803 - C 805 DRAINAGE DETAILS 42 - 43 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 43 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 Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the Final Drainage and Erosion Control Report for The Quarry by Watermark, dated July 14, 2021 by Northern Engineering Services, Inc. shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The the City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by the City of Fort collins. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: PROJECT DATUM: NAVD88 BENCHMARK 29-92 APPROXIMATE 300 FEET SOUTH OF WEST PROSPECT ROAD AND SHIELDS STREET, ON THE NORTH END OF THE WEST BRIDGE PARAPET WALL. ELEVATION: 5025.67 BENCHMARK 28-92 SOUTHWEST CORNER OF WEST PROSPECT ROAD AND CENTER AVENUE, ON A WATER VALVE PIT. ELEVATION: 5010.65 PLEASE NOTE: THIS PLAN SET IS USING NAVD88 FOR A VERTICAL DATUM. SURROUNDING DEVELOPMENTS HAVE USED NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) FOR THEIR VERTICAL DATUMS. IF NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) IS REQUIRED FOR ANY PURPOSE, THE FOLLOWING EQUATION SHOULD BE USED: NGVD29 UNADJUSTED DATUM (PRIOR CITY OF FORT COLLINS DATUM) = NAVD88 - 3.17'. BASIS OF BEARINGS WEST LINE OF THE NORTHWEST QUARTER OF SECTION 23 AS BEARING NORTH 00° 01' 50" EAST (ASSUMED BEARING), AND MONUMENTED AS SHOWN ON DRAWING. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Portions of the property are within FEMA Floodplain Zone AE, Fort Collins designated Floodplain and Fort Collins designated floodway. A Floodplain Use Permit is required for any development within the floodplain. See Grading Plan for detailed notes concerning construction within the floodplain and floodway. 49.Approved Variances are listed as follows: CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. B. Street Improvement Notes 1.All street construction is subject to the General Notes on the cover sheet of these plans as well as the Street Improvements Notes listed here. 2.A paving section design, signed and stamped by a Colorado licensed Engineer, must be submitted to the City of Fort Collins Engineer for approval, prior to any street construction activity, (full depth asphalt sections are not permitted at a depth greater than 8 inches of asphalt). The job mix shall be submitted for approval prior to placement of any asphalt. 3.Where proposed paving adjoins existing asphalt, the existing asphalt shall be saw cut, a minimum distance of 12 inches from the existing edge, to create a clean construction joint. The Developer shall be required to remove existing pavement to a distance where a clean construction joint can be made. Wheel cuts shall not be allowed unless approved by the City of Fort Collins Engineer in Fort Collins. 4.Street subgrades shall be scarified the top 12 inches and re-compacted prior to subbase installation. No base material shall be laid until the subgrade has been inspected and approved by the City of Fort Collins Engineer. 5.Ft. Collins only. Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.Epoxy applications shall be applied as specified in CDOT Standard Specifications for Road and Bridge Construction. 9.All surfaces shall be thoroughly cleaned prior to installation of striping or markings. 10.All sign posts shall utilize break-away assemblies and fasteners per the Standards. 11.A field inspection of location and installation of all signs shall be performed by the City of Fort Collins Traffic Engineer. All discrepancies identified during the field inspection must be corrected before the 2-year warranty period will begin. 12.The Developer installing signs shall be responsible for locating and protecting all underground utilities. 13.Special care shall be taken in sign location to ensure an unobstructed view of each sign. 14.Signage and striping has been determined by information available at the time of review. Prior to initiation of the warranty period,the City of Fort Collins Traffic Engineer reserves the right to require additional signage and/or striping if the City of Fort Collins Traffic Engineer determines that an unforeseen condition warrants such signage according to the MUTCD or the CDOT M and S Standards. All signage and striping shall fall under the requirements of the 2-year warranty period for new construction (except fair wear on traffic markings). 15.Sleeves for sign posts shall be required for use in islands/medians. Refer to Chapter 14, Traffic Control Devices, for additional detail. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the water utility. 3.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 4.HDPE pipe may be used for 1-1/2 and 2 inch water services. The pipe shall meet the standards of AWWA 901, NSF Standard 61 and ASTM. The HDPE pipe shall be SDR 9 having a pressure rating of 200 psi. Stiffeners shall be used at all fittings and connections. F. Floodplain Notes 1.Portions of this property are located in the Cityregulated, 100year Canal Importation floodplain/floodway as well as the FEMA Regulated Spring Creek 100year floodplain/floodway. Any development within the floodplain must comply with the safety regulations of Chapter 10 of City Municipal Code. The Developer shall obtain a Floodplain Use Permit from the City of Fort Collins and pay all applicable floodplain use permit fees prior to commencing any construction activity (building of structures, grading, fill, detention ponds, bike paths, parking lots, utilities, landscaped areas, flood control channels, etc.) within the City of Fort Collins floodplain limits as delineated on the Final Subdivision Plat 2.“Any construction activities, nonstructural development (bridges, sidewalks, culverts, vegetation, curbcuts, grading, etc.) in the regulatory floodway must be preceded by a NoRise Certification, which must be prepared by a professional engineer licensed in the State of Colorado. 3.No storage of materials or equipment shall be allowed in the floodway, whether temporary (during construction) or permanent. 4.Any pedestrian bridges in the floodway that are not able to pass the 100 year flow are required to be “breakaway” and tethered. 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 43 V.P. CABLE F.O. HY DVAULT ELEC VAULT ELECVAULT ELEC T E S S MH S SSS S S T S H2O TRAFFIC VAULTT SVAULT ELEC S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR IRR W V.P. CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS S 15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 8 " S S 8" SS 8" SS 8" SS 8" SS8" SS/ / / / / / / /EEEEEEEEEETTTTTTTTGGGGGGGGGGGWW W W W W W W 12" W12" W12" W12" W12" W12" WEFOEEEEEEEEEGGGGGGXXXXXXXXXXX30" W30" W30" W30" W30" W30" W30" W36" W36" W36" WFDC FS E E E E U D U D U DUDUD UD UD UD UD UD UDSSWWW S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDD F.O. D S S HY DMH S HY DMM MH ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /XX30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXXXXXXXSTSTSTSTSTSS 30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS S 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 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 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 43 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 SSSSSSSSSSSSSSSSUDUDUDUD UD FDC FDC FDCFDCFDC FDC FDC FDC BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXIP IP IP IP IP IP IP IP IP IP IP OP 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 HOBBIT STEXISTING 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 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 SS FOREBAY 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 43 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. GENERAL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORMWATER FACILITIES UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 13.THE CONTRACTOR AND ALL SUBCONTRACTORS WILL COOPERATE WITH THE CITY'S CONSTRUCTION INSPECTORS BY CEASING OPERATIONS WHEN WINDS ARE OF SUFFICIENT VELOCITY TO CREATE BLOWING DUST WHICH, IN THE INSPECTOR'S OPINION, IS HAZARDOUS TO THE PUBLIC HEALTH AND WELFARE. 14.WHERE SEASONAL CONSTRAINTS (E.G., DURING SUMMER AND WINTER MONTHS) INHIBIT PERMANENT SEEDING OPERATIONS, DISTURBED AREAS WILL BE TREATED WITH MULCH AND MULCH TACKIFIER OR OTHER MATERIALS APPROVED BY EROSION CONTROL STAFF TO PREVENT EROSION. 15.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 17.SLOPE PROTECTION SHALL BE PROVIDED FOR DISTURBED AREAS STEEPER THAN 6:1. SLOPE PROTECTION CAN BE ACCOMPLISHED THROUGH SLOPE TERRACING USING A TRACKED VEHICLE, WINDROWING, HYDROMULCHING, EROSION CONTROL FABRIC, OR ANY METHOD AS APPROVED BY THE ENGINEER OR INSPECTOR. EROSION CONTROL NOTES: INLET PROTECTION IP VEHICLE TRACKING CONTROL PAD VTC 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 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 43 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' 6 24 2.32 8'x8' / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /6' SIDEWALK 6' SIDEWALK6' SIDEWALK 9' SIDEWALK6' SIDEWALK 9' SIDEWALKS SHIELDS ST.HOBBIT ST. 6' SIDEWALKEXISTING SIDEWALKLOT 1 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' 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' 26' FL-FL 31' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 20' FL-FL 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 33' WATER EASEMENT 8' SIDEWALK9' SIDEWALK5' SIDEWALK6' SIDEWALK 5' SIDEWALK9' SIDEWALK5' SIDEWALK 16.5' 17' 8.5' 5' 8' 23' 26' FL-FL 26' EMERGENCY ACCESS EASEMENT 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:1449027.58 E:3113288.82 N:1449076.29 E:3113452.99 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 C D D D C D PP 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 6 TRASH ENCLOSURE 66 5 5 5 5 66556 5 6 6 6 P 7 PROPOSED LANDSCAPE WALL PROPOSED 30" VERTICAL CURB & GUTTER 7 7 7 7 7 7 7 7 6 6 7 7 PROPOSED LANDSCAPE WALL 7 8 8 4 4 4 4 4 4 44 444 4 4 7 7 7 PROPOSED 2' PAN w/ 6" CURBS 4 4 4 4PARKING STOP (TYP.) 11 1 1 1 P 1 1 2 2 2 2 2 22 2 PROPOSED LANDSCAPE WALL 7 7 7 7 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 43 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 1 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 2' CURB CUT 1 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 XXXXXXXXXXX7' SIDEWALK4' SIDEWALK 5' SIDEWALK 10' SIDEWALK6' SIDEWALK WALLENBERG DR.11' SIDEWALK EXIST ING 8 ' TRA IL TRACT ACANAL IMPORTATIONXXXXXXXXXXXXXXXXXX9' 9' 9' 8.5' 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-FL9' SIDEWALK9' SIDEWALK6' SIDEWALK8'15' 8' 17' 9' SIDEWALK 6' SIDEWALK 8.5' 21'26' EMERGENCYACCESSEASEMENT4' SIDEWALK7' SIDEWALK4' SIDEWALK24' ACCESS EASEMENT4' SIDEWALKR15' R25' 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:1449428.97 E:3113756.99 N:1449355.66 E:3113828.72 N:1449423.88 E:3113850.13 N:1449356.76 E:3113786.90 N:1449427.88 E:3113798.81 N:1449351.67 E:3113880.04 N:1449350.57 E:3113921.86 N:1449423.77 E:3113921.89 N:1449293.66 E:3113889.03 N:1449263.68 E:3113961.22 N:1449251.84 E:3113890.08 N:1449221.85 E:3113962.27 N:1449206.88 E:3113891.16 N:1449178.49 E:3113959.75 N:1449162.08 E:3113891.15 N:1449133.77 E:3113959.77 N:1449104.57 E:3113891.11 N:1449076.18 E:3113959.70 N:1449059.81 E:3113891.08 N:1449031.46 E:3113959.71 N:1449040.88 E:3113740.67 N:1449266.93 E:3113799.65 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 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 D 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 3 3 5 6 6 6 6 6 5 6 6 5 5 5 56 6 5 5 7 7 8 4 4 4 4 4 6 44 6 6 4 4 PROPOSED LANDSCAPE WALL P 1 1 2 2 2 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 43 ( 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 2' CURB CUT 1 C 402 C 403 C 401C 400 CABLE F.O. T FOFOF.O./ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /HILL POND CONDOMINIUMS 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' 9'8' 9' 9' 8' 9' 17' 17'17' 17'17' 17' 8.5' 17' 17' 31' FL-FL 26' FL-FL 26' FL-FL 60' FL-FL 31' EMERGENCY ACCESS EASEMENT 21' 33' WATER EASEMENT 9' SIDEWALK 21' 8' 21' 50' PUBLIC ACCESS & TRAIL EASEMENT 26' EMERGENCY ACCESS EASEMENT 9' 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' R3' R75' R3' BLDG 1 21' 9'EXISTING 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 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 66556 6 7 7 7 7 4 4 4 4 PARKING STOP (TYP.) PARKING STOP (TYP.) PARKING STOP (TYP.) 1 2 PROPOSED LANDSCAPE WALL 7 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 43 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 2' CURB CUT 1 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 ST 10' SI D E W A L K 10' SIDEWALK 11' SIDEWALK TRACT BBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB8' 8.5' 8.5' 8.5' 17' 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 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 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 C PROPOSED OVERFLOW WEIR 2 2 2 2 2 2 1 1 1 3 7 8 6 44 6 6 4 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 43 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 2' CURB CUT 1 C 402 C 403 C 401C 400 SEE SHEET C 401 SEE SHEET C 402 TTTTTTTTT/ / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /FDC FDC FDC EXISTING STRIPING (TYP.) 14' RIGHT TURN LANE 7' BIKE LANE 3' BIKE LANE BUFFER 11' LEFT/THRU LANE 11' EASTBOUND THRU LANE 3' BIKE LANE BUFFER 7' BIKE LANE WEST STUART STREET SHIELDS STREET100' STORAGE LENGTH180' BAY TAPEREXISTING 7' SIDEWALKFUTURE PEDESTRIAN RAMPS (FOR REFERENCE ONLY) FUTURE PEDESTRIAN RAMPS (FOR REFERENCE ONLY) PROPOSED PEDESTRIAN RAMPS 9' SIDEWALK 10' SIDEWALK EXISTING ±6' BIKE LANE EXISTING ±12'RIGHT TURN LANE ±10' LEFT/THRU LANE EXISTING ±12' THRU LANE EXISTING ±8' PARKING EXISTING ±3' BIKE LANE BUFFER PROPOSED PEDESTRIAN RAMPS EXISTING ±7' BIKE LANE EXISTING ±7' BIKE LANEEXISTING ±3' BIKE LANE BUFFEREXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±9' BIKE LANEEXISTING ±10' TURN LANEEXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±7' BIKE LANEEXISTING ±3' BIKE LANE BUFFEREXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±7' BIKE LANEPROPOSED ±10' TURN LANEEXISTING ±10' THRU LANEEXISTING ±10' THRU LANEEXISTING ±3' BIKE LANE BUFFERPROPOSED STRIPING EXISTING STRIPING (TYP.) PROPOSED PAVEMENT MARKINGS EXISTING VERTICAL CURB & GUTTER (TYP.)EXISTING ±7' SIDEWALKEXISTING ±7' SIDEWALKEXISTING ±8' SIDEWALKPROPOSED VERTICAL CURB & GUTTER PROPOSED STRIPING PROPOSED PAVEMENT MARKINGS APPROXIMATE EXISTING STRIPING (TYP.) PROPOSED RESTRIPING OF EXISTING LEFT TURN LANE 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 43 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 PLAN10 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 410 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 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXBBBBBBBBBXXXXXXXUDUDUDUD UD FDC FDC FDCFDCFDC FDC FDC FDCS SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 4' CONCRETE PAN PROPOSED 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 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 43 C 500OVERALL GRADING PLAN11 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITY REGULATED 100-YR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100-YR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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 FDC FDCFDC17.7617.8417.59 17.5417.2917.5417.4517.32 1 7 . 0 2 16.91 1 8 . 6 4 17.9018.34 1 8 . 3 4 16.67 16. 5 2 16.0816. 2 0 17.40 15.2816.49 16.0516.07 15.821 8 . 0 517.6016.5117.7715.17 17. 3 9 19.00 18.3418.9919. 5 8 19.65 19.65 19. 6 5 2.3%2.8%4.2%3.9%3.0%2.0%2.3%2.0% 2.1% 2.0%2.4%2.4%2.4%0.5%0.2%2.0%2.0%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%17.8117.8117.631.6%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 PANPROPOSED 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. 3 1 16.3216. 7 3 16.85 2.0%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 15.5316.0415.911 6 . 4 8 16.42 15.4115. 9 00.5%0.5%15.6316. 0 8 2.0% 2.0% 1.7%0.5%0.7% 1 7 . 8 4 15. 2 6 15.4115.5615. 7 3 15. 9 4 15.96 15. 4 2 15.05 14.88 15.9616.0316.0817.0717.07 17. 1 8 17.05 16.52 16.54 16.61 16.49 16.40 16.1815.80 1 5 . 3 0 15. 1 1 15.7015.6115.6315.70 16.23 16. 0 9 16. 1 9 16.2217.04 1 7 . 0 017.0417.1717. 1 0 16.9316.8416.8216.61 16. 5 416.1616.29 16.2815.5315.45 17.7817.7217.700.7%17.2117.35 17.19 1 7 . 3 2 17.12 17.43 17.28 17.2616. 8 2 16.8216.9017.1315. 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 15.70 16.170.5%6.2%15.100.5%PROPOSED 2' SIDEWALK CHASES PROPOSED 2' SIDEWALK CHASE PROPOSED 2' 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 2' CURB CUT AREA DRAINS SEE SHEET U1-U418.4618.41 18. 3 7 18.2918.4918.2218.2519.2019.5619.0019. 0 0 19.6518.991 8 . 9 2 18.901 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 6 1 9 . 4 0 17. 9 0 17.8017.30 16.98 16. 9 3 16.6916.66 17.1717.6017.5418.03 18.3417.4918.0017.6217.4916.6718.7618.6817.9718.0517. 2 2 19. 6 5 19. 6 2 1 9 . 4 9 18.3217.6017. 6 3 18. 1 8 18.1017. 3 0 17.2417.0216.9519.76(19.82)19.48 19.6519.5619.39 18.5618.5918.511 8 . 0 0 17. 9 718.1219.111 9 . 1 8 19. 4 619.2419.6519.55 1 9 . 6 2 19.65 19.56 19.5619.5018.2318.27 18.49 19.4520.2819.4219.56 1 9 . 6 5 18. 9 9 18.9918.991.5%2.0%18.2918.201 8 . 2 4 4.5%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% 1.3%2.0%1.5%1.3%1.5%1.5%2.0%0.6%0.6%17.5016.8716.8316.7516.751 6 . 7 5 1 6 . 2 8 16.2616.7516.6116.1416.1616.6716.1715.9216.3316.2416.2515.900.5%17.0715.8016.4316.3716.06 16.49 17.4117.40 17.5016. 8 3 15.37 15.7015.6515.67 17.42 17.4617.50 1 7 . 5 0 17. 3 3 15.5815.4215.3715. 0 3 15.08 14. 7 1 14.6514.981 5 . 0 3 14.99 15.53 15.59 17.34 17.4017.5017.5017.4617.40 15.65 15.59 14.76 14. 3 914.7317. 5 0 17.4017.5016.8316.7516.7517.4016. 8 317.5017.4017.5016.8316.8315. 3 3 17. 4 0 18.87 18.92AREA DRAINS SEE SHEET U1-U4 AREA DRAINS SEE SHEET U1-U4 CULVERTS SEE SHEET U1-U4 CULVERTS SEE SHEET U1-U4 CULVERTS SEE SHEET U1-U4 CULVERTS SEE SHEET U1-U4 PROPOSED 2' CONCRETE PAN 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 15.491 5 . 2 3 14.9416.08 14.9814.871 4 . 8 2 1 5 . 2 2 15.1317.101 7 . 1 0 16.39 16.4016.7716.90 17.4017.47 17. 6 8 18.05 18.02 17.03 16.15 16.41 15.0915. 0 6 14.97 14.94 15.1315.3016. 0 5 15.24 15.2815.6416. 0 916.2016.0717.11 17.9616.821 6 . 0 6 16.0315.6115.5915.1518.3417.9817.90 17.8118.121 8 . 1 6 17.9017.6217.731 7 . 2 0 17.11 1 7 . 1 2 17.03 17.1916.671 9 . 0 0 1 8 . 9 1 1 8 . 3 4 1 8 . 3 4 18.13 1 8 . 1 3 1 7 . 4 9 16.551 7 . 7 6 18.18(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 18.3316.971 9 . 0 0 18.92 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 18.86 1 7 . 4 1 18.34 18. 3 417.6918.95 19.00 18.81 1 8 . 1 7 1 8 . 3 4 19. 0 0 18.911 9 . 0 0 18.3418.14 17. 6 417.6817.7717.7318.1518.3317.69 19.00 18.91 19.00 18.34 18.10 1 8 . 1 5 17.5618.00 17. 9 0 18.34 2.0% 1.5% 1.1%1.5%3.3%2.0%0.6%15.201 5 . 5 0 2.0%0.6%0.6%4.5%0.5%0.5%1.7%2.0%1.4%15.46 0.8%2.0%1.5%15.83 2.0%1.2%2.0% 16. 4 5 16.32 17.30 17. 4 9 17.39 16.20 16.32 16.8216.7316.7016.7516.29 16.87 16. 3 3 16.1916.2416.32 16.2516.2516.35 16.32 16.82 16. 7 5 1 6 . 6 5 16.63 16.7516.4716.26 16.82 17.49 15.92 15.7315.34 15. 8 9 16.95 16.00 16.06 15. 9 3 15. 0 9 14. 9 7 15. 1 2 15. 8 315.8315.33 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 16.5015.8315.81 15.87 15. 9 5 15.24 15.76 16.5016.41 15.91 15.55 15.4615.8515.5415.6315.9216.6116.501 6 . 8 6 1.6%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 U1-U4 18.07 17.53 1.1%4.2%2.0%17.4317.010.5%0.5%0.5% 0.5%0.5%0.5%0.5%1.5%3.7% 17.49 17.39 17.49 16.8216.9516. 3 3 3. 0%1.9%3.7%0.7% PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN 16. 4 0 16. 0 3 17. 4 0 15.60 PROPOSED 1' SIDEWALK CHASE 15.76 15.91 16.4115.7515.7815.83 15. 6 9 16. 4 115.8215.8316.13PROPOSED 2' CURB CUT 2.0%2.0%2.3%1.8%2.2%2.3%1.3%1.0% 15.18 1.5%PROPOSED AREA DRAIN PROPOSED AREA DRAINPROPOSED AREA DRAIN 15. 7 1 PROPOSED STAIR 16.50 PROPOSED STAIR PROPOSED STAIR 16.50 2.0%1.8%1.6%1.8%1.8%2.0%2.0%2.0%2.9%2.0%0.5%2.6%1.7%2.7%2.0%0.5% 17.40 1 6 . 1 4 1 6 . 1 61.5%18.22 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 43 C 501GRADING PLAN12 ( 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST 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' SIDEWALKUDUDUDUDUDUDUDFDCFDC FDC FDC 13.3313.62 13.31 1 3 . 8 9 13.5415.1915. 2 6 14.71 15. 3 5 15. 0 6 15.43 15.4014.05 14.1914.39 14.23 14.3313.94 13. 9 114.1314.92 14.92 14.51 13.5414.1514.5312. 7 3 12.13 14.9115. 0 6 14.97 14.99 16.6716.1516. 4 0 15.90 14.76 14. 7 7 14.3314.33 14.28 1 4 . 1 8 4' SIDEWALK 4' SIDEWALK 5' SIDEWALK 0.7%1.5%2.9% 0.6%0.5%1.9%1.2%2.0%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 13.54 13.941 3 . 8 1 6' SIDEWALK 0.7%0.5% 13.90 12.913.8%2.0% 4.5% 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=15.43 FFE=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 PROPOSED 2' SIDEWALK CHASE 13.63 10.52 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 812.9813. 8 3 15. 0 3 14.3216.061 5 . 7 0 1 5 . 6 22.0%2.0%2.0%2.8% 3.6% 14.44 10.409.72 9.87 13.53 14. 4 7 14.5012.2213.72 10.85 13. 7 2 10. 3 710.620.5%0.8%0.5%13.9815.2515.42 PROPOSED 2' CONCRETE PAN PROPOSED AREA DRAIN PROPOSED AREA DRAIN PROPOSED AREA DRAIN 15.02 1 4 . 8 9 14.90 14.98 15.53 15.7215.0914.5614.3814.14 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 13.62 13.60 13.65 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 . 5 913.5214.2114.22 13.0614.11 13.95 1 4 . 5 6 13.01 14.83 11.59 STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 PROPOSED 2' 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 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE 29' HALF ROW PROPOSED STAIRS 1.5%1.5%14.6514.9815.53 15.59 17.34 17.4017.5017.5017.4617.40 15.65 15.59 14.76 14. 3 914.7314.341 4 . 6 8 17. 5 0 17.4017.50 15.46 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 U1-U4 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE17.5016.8317. 4 0 15.5315.59 14.1315. 4 5 14.2014.0214.0214.5913.4215.2615.3815.751 6 . 8 3 15.9815.8915.7215.8215.3114.7014.46 15.101 5 . 1 6 15.0014.9014.7914. 9 1 13. 9 514.4914.3715. 0 5 15.1015.02 15.03 15.13 14.97 15.20 15.6415.7415.3216.7516.1716.75 16.8316.8315.3416.8316.8316.8316.8316.8314.2813.86MATCH EXISTING SIDEWALK (13.52)MATCH EXISTING PAVEMENT 14.5214.2814.1416.0814.7315.6214. 5 6 1 4 . 0 214.1213.4112.73(12.86)12.6812.5812.2511.96 12.1812.15 12.06 12.40(12.48)(12.27)(12.22)(1 3 . 2 5 )12.9012.1012.8313.0113.0412.03 12.0512.8613.8613.9315.4315.4915.1610.7312.1411.1915.2715.4815.4615.4915.4915.4815.1515.5415.1715.0815.10 14.34 14.1614.2514.2714.701 4 . 9 6 14.1214.2614.9015. 3 6 15. 5 3 15. 1 7 14. 6 2 14.5814.0014.0113. 9 2 14. 0 5 13. 7 3 13.44 13. 4 5 13. 4 8 13. 7 1 12. 4 2 12. 3 4 12. 0 9 14. 8 9 14. 7 8 15. 1 0 15. 1 0 15. 1 0 15. 1 0 15. 0 7 15. 1 0 15. 1 0 14. 8 9 15. 1 0 15. 1 0 13. 9 4 14. 0 9 12. 6 9 12. 4 7 14. 7 7 15. 2 8 15. 4 9 15. 4 9 15. 4 9 15. 4 9 15. 1 6 14. 3 9 14. 8 114.9313. 7 7 13.85 14.3814. 6 3 15. 0 0 15.3615.4415.4915. 1 6 14. 4 4 14. 5 4 14. 3 9 14. 5 5 14. 6 4 13. 7 4 13. 7 4 13. 1 9 14. 2 6 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 14. 7 1 14.8514.03 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 1 6 . 0 5 1 5 . 3 3 14.8915.361 6 . 2 1 1 6 . 5 7 16.6715.8416.001 6 . 0 9 1 6 . 6 716.311 6 . 2 1 1 6 . 6 716.561 6 . 0 516.4116.5016.0516.1516.501 5 . 8 3 16.0016.5016.4116.051 6 . 0 5 1 6 . 1 5 1 6 . 5 0 15.831 3 . 9 215.1214.181 6 . 2 1 16.6716.5716.211 6 . 6 7 1 6 . 3 1 1 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 14.62 12. 8 7 14. 6 7 14.62 12. 8 7 11. 2 2 13.7212.501 0 . 7 1 14.33 14.33 12.76 9.9211.0110.29 10.18 9.95 10.91 1 0 . 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 14.04 14. 2 5 14.40 15. 0 0 14.89 14.89 14.74 13.53 13. 5 4 14.51 15.40 15. 5 515.6513.00 14.50 14.30 14.50 14.48 14.50 14.50 14.50 14.50 14.30 14.5013.3012.52 13.36 13.8113.75 14.34 14.17 PROPOSED RAIN GARDEN UNDERDRAIN 1 SEE SHEET C 626 14. 6 7 14. 6 7 14. 6 7 14. 6 7 14. 6 4 14. 6 7 14. 6 7 14. 4 7 14. 6 7 14. 6 7 12.70 12.71 12.72 12.73 14. 3 3 14. 6 7 14. 3 3 14.67 14.58 14. 0 8 13. 7 6 13.70 13. 2 0 13.18 13. 4 8 13.79 14. 2 2 14.1614. 4 3 13. 8 4 12.41 8.50 8.50 8.5012.9112.1613.24 14.6714.3314.5613.74 14. 0 9 14.02 13.70 14.0714.0014.54 14. 5 314.5614.54 13. 8 3 14.32 14.67 14.6714.62 13.7913.79 13.73 14.33 14.3513.5514.06 14.0613. 5 4 13.5413.1013.6714.0914.14 14.33 14.33 14.12 14.33 14.30 14.33 14.33 14.33 14.33 14.33 14.12 14.33 8. 5 0 12.6112.79 8.50 12.79 8.50 12.79 8.5012.919.2412.79 8.26 (8.08) 9.54 9.749.979.77 11. 4 5 11.25 11.2411.44 11.4712.4712.01 12.0012.6413.2213.2815.0315. 1 0 11.6311.06 11.0111.22 10.9411.17 11.2212.4912.5112.6413.2313.2915.0215. 1 0 12.1512.129.77 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. 7 3 12. 8 6 13. 5 4 14. 1 40.6%0.5%1.2%5.6%4.1%3. 2 %1.9%1.0%1.0%2.0%0.7%1.5%2.0%1.5% 1.5% 0.5% 2.1% 1.8%14.1814. 7 9 14.432.4%2.0%2.0%2.0%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%1.4%PROPOSED 2' CONCRETE PAN 1.7% 2.0% 3.2% 1.5% 1.5% 2.0%2.0% 4.0% 2.0% 1. 6 %0.5%0.5%1.5%2.0%2.0%0.5%1.6%1.6%3.7%1.6% 10.00 10.20 10. 3 6 12.7711.779.00 0 . 5% 2.0%1.6%1.5%3.8%3.1%0.6%3.1%2.6%2.0%3.0%PROPOSED STAIR PROPOSED STAIRS PROPOSED STAIR PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED STAIRS PROPOSED 4' CONCRETE PAN PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED LANDSCAPE WALL PROPOSED AREA DRAIN1.0%1.5%1.5%1.1%2.3% 2.7% 2.0%2.0%(10.82)PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 0.5% PROPOSED 2' SIDEWALK CHASE 0.6%16. 5 7 13.5414.15 1 4 . 5 0 (8.13)(8.00)(11.89) 4:1 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 43 C 502GRADING 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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 501C 501 C 502 C 503 C 504 C 506 C 505C 505PROPOSED 2' PAN w/ 6" CURBS D / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTST6' SIDEWALK6' SIDEWALK 9' SIDEWALK 6' SIDEWALK 6' SID E W A L K UD UD UD UD FDC FDC 17. 2 8 17.1717.15 17.20 16.75 16.72 16.77 16. 7 8 17.11 17.10 16.32 16.66 16.1216. 0 4 16.13 16.1816.33 16.55 16.39 16.98 19.00 17.2717.58 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%2.0%2.0%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 17.27 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. 4 416.3816. 3 9 16.49 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 3 17. 4 0 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 CHASE CULVERTS SEE SHEET U1-U4 PROPOSED 2' CONCRETE PAN 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. 1 5 PROPOSED STAIR PROPOSED STAIR 17.14 16. 7 4 16. 5 3 16. 0 0 15. 8 5 15.4315. 3 7 15. 2 6 15. 6 2 15.66 16. 2 3 16. 2 6 16.3116.3517. 1 5 17. 1 3 17. 0 6 16. 7 5 17.15 17.14 16.82 16. 1 2 16. 6 6 17.20 17.13 16.9116. 2 1 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. 2 2 17. 3 0 17. 1 9 17. 1 9 17. 2 7 17. 2 7 17.28 17.33 17.5616.94 17.28 17.26 17.27 17.27 17.27 17.75 1 7 . 5 9 17.38 17.42 16.28 16. 7 8 16.84 16.9417.57 16.98 17.27 17.2717.27 17.25 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 17.54 17.57 17.3917.27 17.25 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%0.9%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%0.5 %1.0%2.0%0.5%0.5%0.5%3.0%0. 5 %0.5%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 2.7%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 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 43 C 503GRADING 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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 505 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 14.16 13.23 12.5514.5815.29 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%15.853.2%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 12.17 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 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 2.0% 16.00 15.94 16.00 13.002.0%2.8% 1.3%1.4%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 15.3316.0516.5014. 8 6 16. 2 1 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 16. 8 2 17. 0 7 16. 3 4 15.3814.28 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 13.4413.9513.6014.0214.0613.5414.15 13.35PROPOSED CURB CUT 14.0013.4713.3913.4913.3713. 5 9 1 4 . 5 0 14. 4 6 13.4613.521 3 . 3 6 14.45 14.50 1 3 . 3 7 13.1713. 1 3 12.9612.4412.0012.0011.8311.8312.008.5012.8512.5012.7713.2413.14 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 1 4 . 9 9 15.1015.2616. 1 2 15.50 16.89 15.67 16.50 15.36 13.90 16.38 13.04 14.52 14.39 13.8414.0013.1813.24 8.50 1.5%2.0%2.0%2.0%0.5%1.3%1. 6 % 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 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 43 C 504GRADING 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST 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) 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)(11.95) 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. 5 912.0011.8311.8312.008.5012.8512.5012.7713.2413.14 12.9412.48 12.288.0012.13 6.858.50 2.0%0.5 %(11.95) 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. 9 5 13. 1 0 13. 1 1 1.5%1.5%1.1%2.5%2.0%4.5%0.5%2.4%2.4%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 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 43 C 505GRADING 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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 43 C 506GRADING 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 ARE DELINEATED ON THE FINAL SUBDIVISION PLAT. 6.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURB CUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NO RISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 7.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 8.ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT AR NOT ABLE TO PASS THE 100-YR FLOW ARE REQUIRED TO BE "BREAKAWAY" AND TETHERED. NOTES: PROPOSED STORM INLET 2.0% (47.45 ) EXISTING SPOT ELEVATION EXISTING LOT LINE PROPOSED CONCRETE CROSS PAN (TYP.) 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: PROPOSED GRADE BREAK 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=5016.30 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 UD UD UD UD UD UD UD G G G G G G G G G GE E E E E E E E E E G GGGEEEEEG30" 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% 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 43 C 510SUBGRADE PLAN18 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 SHEETOFDATE: 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 ULTIMATE RESPONSIBILITY 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 BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-740 STANDARD CROSS SECTION 11/18/14 JLM1 1JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water Quality ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE 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 COMPACTIONEQUIPMENT. 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 COLLECTIONCHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILLMATERIALS.4.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONEWITH 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 MATERIALREQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE 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 LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE. ² ³18"(450 mm) MIN*8'(2.4 m)MAXSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)SC-740END CAP6" (150 mm) MINDCBAPERIMETER STONE(SEE NOTE 6)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) TYP51" (1295 mm)6"(150 mm) MIN30"(760 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).SHEETOFDATE: 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 ULTIMATE RESPONSIBILITY 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 BLVD HILLIARD, OH 43026 1-800-733-7473 ADVANCED DRAINAGE SYSTEMS, INC. R REV DRW CHK DESCRIPTION 01/19/16 JLM JLM UPDATE SC-740 ISOLATOR ROW DETAILS 11/18/14 JLM1 1JLM 70 INWOOD ROAD, SUITE 3 | ROCKY HILL | CT | 06067 860-529-8188 |888-892-2694 | WWW.STORMTECH.COM Detention Retention Water QualityINSPECTION & MAINTENANCESTEP 1)INSPECT ISOLATOR ROW FOR SEDIMENTA.INSPECTION PORTS (IF PRESENT)A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.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 ROWSB.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.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 PROCESSA.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC.VACUUM STRUCTURE SUMP AS REQUIREDSTEP 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.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSCATCH BASINORMANHOLECOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESC-740 CHAMBERSC-740 END CAPSC-740 ISOLATOR ROW DETAILNTSOPTIONAL INSPECTION PORTSTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATESSC-740 6" INSPECTION PORT DETAILNTSSC-740 CHAMBERFLEXSTORM CATCH ITPART# 6212NYFXWITH USE OF OPEN GRATE12" (300 mm) NYLOPLAST INLINEDRAIN BODY W/SOLID HINGEDCOVER OR GRATEPART# 2712AG6NIPSOLID COVER: 1299CGCGRATE: 1299CGS6" (150 mm) INSERTA TEEPART#6IPSSWST74IPINSERTA TEE TO BE CENTEREDON CORRUGATION CREST6" (150 mm) DWV SCH40PIPE (BY OTHERS)18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESSPAVEMENTCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONSCONCRETE COLLARPART #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 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 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 GEEETTGTE E TTG TT TE VAULT ELEC VAULT ELEC VAULT ELEC VAULT ELECEEEEEEE UDUDUDUD G GEEE G G G UD EEEE E E E EE E E E E G GGGGE E E E EEEEEE E E G G G G G G ETEE E TE E FDC FDC FDCFDCFDC FDC FDC FDC GGGGGGGGGGGGGGGG G G G G GTS 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 (PHASE 1) 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 (PHASE 1) PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 33' WATERLINE EASEMENT 48' SANITARY SEWER EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED FIRE HYDRANT (PHASE 1) 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 (PHASE 1)CANAL IMPORTATIONCONNECT TO EXISTING WATER LINE (PHASE 1) CONNECT TO EXISTING WATER LINE (PHASE 1) CONNECT TO EXISTING WATER LINE CONNECT TO EXISTING WATER LINE EXISTING FIRE HYDRANT PROPOSED 8" PVC WATER (PHASE 1) EXISTING FIRE HYDRANT CONNECT TO EXISTING SANITARY (PHASE 1) CONNECT TO EXISTING SANITARY CONNECT TO EXISTING SANITARY EXISTING FIRE HYDRANT CONNECT TO EXISTING SANITARYCONNECT TO EXISTING SANITARY EXISTING 26" STORM EXISTING 30" STORM EXISTING 18" CLAY SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) SANITARY LINE A SEE SHEET C 610 (PHASE 1) 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 (PHASE 1) 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 (PHASE 1) 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 2' SIDEWALK CHASE PROPOSED STORM CHAMBERS 2 END PHASE 1 WATER SANITARY LINE B SEE SHEET C 611 SANITARY LINE B3 SEE SHEET C 611 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 AREA DRAINS SEE SHEET U1-U4 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 43 C 600OVERALL UTILITY PLAN19CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet06060 60 120 180 NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5.0 FET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 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 WATER MAIN (PHASE 1) PROPOSED SANITARY SEWER (PHASE 1) 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 HY DVAULT ELEC SS SSS TRAFFIC VAULTT SVAULT ELEC S VAULT ELEC VAULT ELEC CONTROL IRR CONTROL IRR CONTROL IRR ELEC CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR S CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR HY DS 15" SS15" SS18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS21" SS21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS8" SS8 " S S 8" SS 8" SS 8" SS 8" SS 8" SS8" SSEEEEEEEEEEEEEEEEEEEEETTTTTTTTTTTTTTTTTGGGGGGGGGGGGGGGGGGGGGWWEW W W W W W W W W W W W W W WW 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WWEEEEEEE15" SS30" W36" W36" W36" W36" WWWWUDUDUDUD W W W W W / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W EXISTING 8" WATERLINE EXISTING 18" CLAY SANITARY SEWER EXISTING 12" WATERLINE EXISTING 12" WATERLINE EXISTING 36" WATERLINE EXISTING ELECTRIC VAULT (TYP.) 28.5' HALF ROW EXISTING 8" PVC SANITARY SEWER SSSS SSWWWFFFFFFE E E E G G G GEGG GTEE E TTGG G TT TSEEE E VAULT ELEC VAULT ELEC EEEEEE E E E E E EEEEWUD EE E E E E E E E E E E E E E E E E EEEEWE E E E E E E G G G G G G G G G G G G G G SSEEFDC FDC FDCFDCFDC FDC FDCIR W G GGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G GG G GTEPROPOSED 8" PVC WATER (PHASE 1) EXISTING 15" SANITARY SEWER PROPOSED SANITARY SERVICE (TYP.) PROPOSED FIRE SERVICE (TYP.) PROPOSED WATER SERVICE (TYP.) 31' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL 26' FL-FL EXISTING 30" WATERLINE PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED 2' CONCRETE PAN EXISTING 21" CLAY SANITARY SEWER PROPOSED FIRE HYDRANT PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 31' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 33' WATERLINE EASEMENT PROPOSED FIRE HYDRANT (PHASE 1) PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING 8" PVC WATER EXISTING UNDERDRAIN EXISTING FIRE HYDRANT EXISTING SERVICES INSTALL NEW MANHOLE CONNECT TO EXISTING SANITARY SEWER NEW MH CONNECTIONS TO EXISTING SANITARY SHALL BE MADE W/ PRECAST MH (PHASE 1) PROPOSED 2' CONCRETE PAN SANITARY LINE A SEE SHEET C 610 (PHASE 1) STORM DRAIN 1 SEE SHEET C 620 PROPOSED IRRIGATION SERVICE PROPOSED STORM CHAMBERS 2 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 SANITARY LINE A3 SEE SHEET C 610 (PHASE 1) SANITARY LINE B3 SEE SHEET C 611 BUILDING 6 BUILDING 7 BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 BUILDING 1 PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' CONCRETE PAN PROPOSED 2' SIDEWALK CHASE 8" x 6" SWIVEL TEE 1 - 6" GV (E) END PHASE 1 WATER STA.=12+28.56 N: 1449222.36 E: 3113257.18 90° BEND w/ TB STA.=12+58.72 N: 1449252.53 E: 3113257.19 8" x 6" TEE 1 - 6" GV (S) STA.=14+38.64 N: 1449252.43 E: 3113437.12 8" TEE w/ TB 2 - 8" GV (E, S) STA.=17+41.42 N: 1449296.99 E: 3113695.22 8" x 6" TEE w/ TB 1 - 6" GV (W) STA.=10+45.61 N: 1449039.41 E: 3113257.08 8" x 6" TEE w/ TB 1 - 6" GV (E) STA.=10+55.61 N: 1449049.41 E: 3113257.09 8" x 6" SWIVEL TEE 1 - 6" GV (W) STA.=10+22.56 N: 1449016.36 E: 3113257.07 8" x 6" TEE w/ TB 1 - 6" GV (S) STA.=15+22.10 N: 1449252.39 E: 3113520.57 8" x 6" TEE w/ TB 1 - 6" GV (S) STA.=16+22.28 N: 1449252.34 E: 3113620.75 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE 6' SIDEWALK6' SIDEWALK 6' SIDEWALK6' SIDEWALK 6' SIDEWALK 6' SIDEWALK 9' SIDEWALK9' SIDEWALK 8' SIDEWALK 4.5' SIDEWALK S SHIELDS ST.HOBBIT ST. 4.5' SIDEWALK 5' SIDEWALK9' SIDEWALK6' SID E W A L K 6' SIDEWALKEXISTING SIDEWALKLOT 1 LOT 1 9' SIDEWALK9' 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 @ 0.53% INLET 1-9.4.1 INV.=5011.13 FG=5015.10 11.86 LF 8" HDPE @ 0.49% 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 19.14 LF 12" HDPE @ 0.50% 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 @ 0.45% INLET 1-9.2-1 INV.=5011.08 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 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=5016.21 23.65 LF 8" HDPE @ 0.50% INLET 4-4.1-2 INV.=5013.55 FG=5016.26 INLET 1-6.2-4 INV.=5010.60 FG=5013.01 36.72 LF 8" HDPE @ 0.40% BEND 1-6.2-3 INV.=5010.46 FG=5014.83 16.77 LF 8" HDPE @ 0.40% BEND 1-6.2-2 INV.=5010.39 FG=5014.85 11.67 LF 8" HDPE @ 0.40% BEND 1-6.2-1 INV.=5010.34 FG=5014.88 87.57 LF 8" HDPE @ 1.00% TEE 1-9.9-1 INV.=5012.54 FG=5016.61 4.51 LF 8" HDPE @ 2.00% INLET 1-9.9-1.1 INV.=5012.63 FG=5016.25 39.23 LF 8" HDPE @ 1.00% 4.51 LF 8" HDPE @ 2.00% INLET 1-9.9-2.1 INV.=5013.02 FG=5016.25 TEE 1-9.9-2 INV.=5012.93 FG=5016.60 54.74 LF 8" HDPE @ 1.00% BEND 1-9.9-3 INV.=5013.48 FG=5016.90 12.06 LF 8" HDPE @ 1.00% INLET 1-9.9-4 INV.=5013.60 FG=5016.20 PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE 3.79 LF 8" HDPE @ 2.00% INLET 1-12.1 INV.=5013.14 FG=5016.17 TEE 1-12 INV.=5013.06 FG=5016.88 8.01 LF 8" HDPE @ 0.50% INLET 4-4.6-1 INV.=5014.04 FG=5016.92 4.08 LF 6" HDPE @ 0.50% 4.86 LF 8" PVC S23°40'29"W 38.44 LF 8" PVCS23°40'29"W22.56 LF 8" PVC N00°01'50"E 206.00 LF 8" PVCN00°01'50"E30.17 LF 8" PVC N00°01'50"E 179.92 LF 8" PVC S89°58'10"E 258.08 LF 8" PVC S89°58'10"E 44.69 LF 8" PVC N00°01'50"E STORM DRAIN 1 SEE SHEET C 620 PROPOSED 2' CONCRETE PAN 13.50 LF 6" PVC N89°56'33"E 28.56 LF 6" PVC S00°00'00"E 35.31 LF 6" PVC N00°00'00"E CONNECT TO EXISTING 8" WATER 8"x6" TAPPING SADDLE w/ 6" GV (S) & TB N:1449454.28 E:3113341.26 CONNECT TO EXISTING 8" WATER 8"x6" TAPPING SADDLE w/ 6" GV (S) & TB N:1449452.76 E:3113606.06 35.31 LF 6" PVC S00°00'00"E WATER LOWERING 28.58 LF 6" PVC S00°00'00"E 68.57 LF 6" PVC N90°00'00"E SANITARY LINE A SEE SHEET C 610 (PHASE 1) 22.15 LF 6" PVC N90°00'00"E WATER LOWERING CONNECT TO EXISTING 30" WATER 30"x8" TAPPING SADDLE w/ 8" GV (N) & TB (PHASE 1) STA.=10+00.00 N: 1448993.81 E: 3113257.06 CONNECT NEW IRRIGATION SERVICE TO EXISTING CITY PARKWAY SYSTEM 34.85 LF 6" PVC S00°00'00"E NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5.0 FET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 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 WATER MAIN (PHASE 1) PROPOSED SANITARY SEWER (PHASE 1) SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43 C 601UTILITY PLAN20 ( 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 C 601 C 602 C 603 C 604 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 603 SEE SHEET C 602 BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXXXBBBBBBBBBXXXXXXXXXXXXV.P. S S MH S S18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SS 21" SSXFDC F UDE E E E U D U D U D U D U DUDUDUD UD UD UD UD UD UD UD UD UD UD UD UDSS W W W W S S UDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDS HY DMH S HY D MM MH 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XXXXXXXXXXXXXXXXXXXXXSSSS 30" W 30" W WINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR 2 1 " S S 2 1 " S S 2 1 " S S 2 1 " S S 2 1 " S S 2 1 " S SSSSWWFF E E E G G G GGEEEEEETTGG GEE E E E TES WWWW WFSS VAULT ELECEEEE UDUDUDUDUDUDW UD UD G G G GEEEE E E G G G G G G EEE E E E E GG G G GGGGGGGGGW GEEEEEEE18" SS WE E W WSTE EEE E E TE E E E E E FDCFDC FDCGG FFFFG GGG SSSFSFFFSFWFGGGGGGGG G G G PROPOSED SANITARY SERVICE (TYP.) PROPOSED SANITARY SERVICE (TYP.) 26' FL-FL 26' FL-FL 26' FL-FL PROPOSED RAIN GARDEN PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 33' WATERLINE EASEMENT RAIN GARDEN BIOMEDIA AREA FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN NATURAL AREA BUFFER EXISTING 8" PVC WATER EXISTING UNDERDRAIN PROPOSED 8" PVC WATER (PHASE 1) CONNECT TO EXISTING SANITARY SEWER MANHOLE EXISTING FH EXISTING FH EXISTING 30" WATERLINE 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 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) PROPOSED RETAINING WALL (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED WATER SERVICE w/ INTERNAL METER (TYP.) PROPOSED STORM CHAMBERS 1 NATURAL AREA BUFFER 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 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 UTILITY EASEMENT EXCLUSION 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 2' CONCRETE PAN STORM DRAIN 1-5 SEE SHEET C 621 STORM DRAIN 1-6 SEE SHEET C 621 90° BEND w/ TB STA.=16+96.72 N: 1449252.30 E: 3113695.19 8" TEE w/ TB 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 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 CONNECT TO EXISTING 8" WATER 30"x8" TAPPING SADDLE w/ 8" GV (N) & TB STA.=14+60.34 N: 1448993.34 E: 3113851.83 CONNECT TO EXISTING 30" WATER 30"x8" TAPPING SADDLE w/ 8" GV (S) & TB (PHASE 1) STA.=10+00.00 N: 1448993.18 E: 3113684.25 22.5° BEND w/ TB 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/ TB STA.=10+91.57 N: 1448905.44 E: 3113665.20 8" x 6" TEE w/ TB 1 - 6" GV (S) STA.=16+22.28 N: 1449252.34 E: 3113620.75 8" x 6" TEE w/ TB 1 - 6" GV (S) STA.=10+77.16 N: 1449296.95 E: 3113772.37 8" x 4" TEE w/ TB 1 - 4" GV (E) STA.=11+93.58 N: 1449260.10 E: 3113851.97 8" x 4" TEE w/ TB 1 - 4" GV (E) STA.=12+23.20 N: 1449230.48 E: 3113851.96 8" x 4" TEE w/ TB 1 - 4" GV (E) STA.=12+66.75 N: 1449186.93 E: 3113851.94 8" x 4" TEE w/ TB 1 - 4" GV (E) STA.=13+10.14 N: 1449143.54 E: 3113851.91 8" x 6" SWIVEL TEE 1 - 6" GV (E) STA.=13+77.20 N: 1449076.48 E: 3113851.88 8" x 4" TEE w/ TB 1 - 4" GV (E) STA.=14+12.83 N: 1449040.85 E: 3113851.86 PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 1' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE9' SIDEWALK9' SIDEWALK9' SIDEWALK9' SIDEWALK7' SIDEWALK6' SIDEWALK9' SIDEWALK 10' SIDEWALK WALLENBERG DR.6' SID E W A L K 4' SIDEWALK 4' SIDEWALK4' SIDEWALKEXIST ING 8 ' TRAIL TRACT A CANAL IMPORTAT ION CANAL IMPORTATIONLOT 1 LOT 1 10' SIDEWALK6' SIDEWALK 12' ACCESS TRAIL10' SIDEWALK4' SIDEWALKPROPOSED 2' SIDEWALK CHASE PROPOSED 2' SIDEWALK CHASE INLET 1-6.2-4 INV.=5010.60 FG=5013.01 BEND 1-6.2-3 INV.=5010.46 FG=5014.83 BEND 1-6.2-2 INV.=5010.39 FG=5014.85 BEND 1-6.2-1 INV.=5010.34 FG=5014.88 43.50 LF 8" HDPE @ 0.40% PROPOSED 1' 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"W44.69 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 CONNECT TO EXISTING 8" WATER 8"x6" TAPPING SADDLE w/ 6" GV (S) & TB N:1449452.76 E:3113606.06 CONNECT TO EXISTING 8" WATER 8"x6" TAPPING SADDLE w/ 6" GV (S) & TB N:1449440.78 E:3113695.29 WATER LOWERING WATER LOWERING 17.51 LF 6" PVC S00°01'50"W 11.31 LF 4" PVC S44°39'07"E 45.00 LF 4" PVC S89°39'07"E 103.45 LF 6" PVC S89°39'07"E 9.91 LF 6" PVC N42°49'06"E 54.49 LF 6" PVC N90°00'00"E 13.94 LF 4" PVC S00°20'53"W 13.78 LF 4" PVC S00°20'53"W 18.66 LF 4" PVC S00°20'53"W 45° BEND w/ TB N:1449448.05 E:3113756.52 45° BEND w/ TB N:1449440.78 E:3113749.79 8" x 6" TEE w/ TB 1 - 6" GV (E) STA.=18+85.21 N: 1449440.78 E: 3113695.29 WATER LOWERING 37.54 LF 4" PVC S89°58'10"E 29.74 LF 4" PVC S89°58'10"E 32.27 LF 4" PVC S89°58'10"E 31.91 LF 4" PVC S89°58'10"E 10.37 LF 4" PVC S00°20'53"W WATER LOWERING 29.74 LF 4" PVC S89°58'10"E PROPOSED 2' CONCRETE PAN 37.54 LF 4" PVC S89°58'10"E SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 SEE NOTE #16 PIPE END C1 FG=5009.09 INLET C2 INV.=5009.33 FG=5012.20 11.82 LF 8" HDPE @ 2.00% EMERGENCY OVERFLOW WEIR NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5.0 FET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 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 WATER MAIN (PHASE 1) PROPOSED SANITARY SEWER (PHASE 1) SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43 C 602UTILITY PLAN21 ( 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 C 601 C 602 C 603 C 604 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 604SEE SHEET C 601 CABLE F.O. VAULT ELECVAULT ELEC T E T S H2O TRAFFIC VAULTT SVAULT ELEC CONTROL IRR CONTROL IRR GGGGEEFOFOEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGG30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W36" W36" W36" W36" W36" WD F.O. D S ELEC / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTSTSTSTSTSTSTSS SS STHILL POND CONDOMINIUMS S SSSSSSSSSSSSSSSSSSSSSSSSSSSSEXISTING 36" WATERLINE E E E E E E E E E G G G G G G G G G G G G G G G G G G GF TSVAULT ELEC WW UD UD UD EEEEEEEEE E E E E E E E EE E E E SSFDC G G G G G G G G PROPOSED 8" PVC WATER 60' FL-FL PROPOSED 2' CONCRETE CHASE 26' EMERGENCY ACCESS EASEMENT EXISTING 26" STORM DRAIN EXISTING 30" STORM DRAIN PROPOSED FIRE HYDRANT PROPOSED 4' SIDEWALK CULVERT NATURAL AREA BUFFER EXISTING 30" WATERLINE FEMA 100-YR HIGH RISK FLOOD FRINGE EXISTING 18" CLAY SANITARY SEWER PROPOSED POND OUTLET STRUCTURE PROPOSED STORM CHAMBERS 2 PROPOSED 2' CONCRETE PAN FEMA 100-YR FLOODWAY STORM DRAIN 4 SEE SHEET C 624 STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 6 SEE SHEET C 626 UTILIT Y E A S E M E N T EXCL U SI O N BUILDING 1 22.5° BEND w/ TB STA.=13+37.79 N: 1448815.90 E: 3113435.84 8" x 6" SWIVEL TEE 1 - 6" GV (S) STA.=14+71.37 N: 1448815.97 E: 3113302.26 8" x 6" TEE w/ TB 1 - 6" GV (N) STA.=15+30.23 N: 1448816.01 E: 3113243.40 6' SIDEWALK 6' SIDEWALK 10' SIDE W A L K S SHIELDS ST.6' SID E W A L K 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 LOT 1 EXISTING SIDEWALKLOT 1 TRACT B 9' SIDEWALK 10' SIDEWALK W STUART ST.38.44 LF 8" PVCS23°40'29"W246.22 L F 8 " P V C S68°4 0' 2 9 " W 133.58 LF 8" PVC N89°58'10"W 196.76 LF 8" PVC N89°58'10"W 34.85 LF 6" PVC S00°00'00"E NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5.0 FET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 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 WATER MAIN (PHASE 1) PROPOSED SANITARY SEWER (PHASE 1) SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43 C 603UTILITY PLAN22 ( 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 C 601 C 602 C 603 C 604 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 601 SEE SHEET C 60450' PUBLIC ACCESS & TRAIL EASEMENT BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXUDUDUDUDUDUDUDUDELEC XXXXXXXXXXXXXWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST 2 1 " S S 2 1 " S S E E E G G G GGEETEXISTING 6" CMP STORM DRAIN EXISTING UNDERDRAIN 26' EMERGENCY ACCESS EASEMENT FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN NATURAL AREA BUFFER FEMA 100-YR HIGH RISK FLOOD FRINGE PROPOSED 2' CONCRETE PAN PROPOSED RETAINING WALL (TYP.) 50' PUBLIC ACCESS & TRAIL EASEMENT FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY STORM DRAIN 5 SEE SHEET C 625 STORM DRAIN 5-2 SEE SHEET C 625 E: 3113683.89 10' SIDE W A L K 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 CANAL IMPORTATIONLOT 1 TRACT A12' ACCESS TRAIL10' SIDEWALK38.44 LF 8" PVCS23°40'29"WEMERGENCY OVERFLOW WEIR PROPOSED POND OUTLET STRUCTURE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITIES SPECIFICATIONS , LATEST EDITION, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5' COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.PORTIONS OF THIS PROPERTY ARE LOCATED IN THE CITYREGULATED, 100YEAR CANAL IMPORTATION FLOODPLAIN/FLOODWAY AS WELL AS THE FEMA REGULATED SPRING CREEK 100YEAR FLOODPLAIN/FLOODWAY. ANY DEVELOPMENT WITHIN THE FLOODPLAIN MUST COMPLY WITH THE SAFETY REGULATIONS OF CHAPTER 10 OF CITY MUNICIPAL CODE. THE DEVELOPER SHALL OBTAIN A FLOODPLAIN USE PERMIT FROM THE CITY OF FORT COLLINS AND PAY ALL APPLICABLE FLOODPLAIN USE PERMIT FEES PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY (BUILDING OF STRUCTURES, GRADING, FILL, DETENTION PONDS, BIKE PATHS, PARKING LOTS, UTILITIES, LANDSCAPED AREAS, FLOOD CONTROL CHANNELS, ETC.) WITHIN THE CITY OF FORT COLLINS FLOODPLAIN LIMITS AS DELINEATED ON THE FINAL SUBDIVISION PLAT 12.ANY CONSTRUCTION ACTIVITIES, NONSTRUCTURAL DEVELOPMENT (BRIDGES, SIDEWALKS, CULVERTS, VEGETATION, CURBCUTS, GRADING, ETC.) IN THE REGULATORY FLOODWAY MUST BE PRECEDED BY A NORISE CERTIFICATION, WHICH MUST BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13.NO STORAGE OF MATERIALS OR EQUIPMENT SHALL BE ALLOWED IN THE FLOODWAY, WHETHER TEMPORARY (DURING CONSTRUCTION) OR PERMANENT. 14. ANY PEDESTRIAN BRIDGES IN THE FLOODWAY THAT ARE NOT ABLE TO PASS THE 100 YEAR FLOW ARE REQUIRED TO BE “BREAKAWAY” AND TETHERED. 15. A BLANKET UTILITY EASEMENT EXISTS ACROSS THE PROJECT BOUNDARY WHERE OTHER EASEMENTS ARE NOT PRESENT. 16. WATER AND FIRE SERVICES MUST HAVE A MINIMUM OF 4.5 FET OF COVER AND A MINIMUM OF 18" VERTICAL CLEARANCE FROM STORM SEWERS. ANY STORM SEWER SHALLOWER THAN 5.0 FET WILL REQUIRE THE WATER SERVICE TO BE INSTALLED UNDER THE PROPOSED STORM SEWER. 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 WATER MAIN (PHASE 1) PROPOSED SANITARY SEWER (PHASE 1) SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43 C 604UTILITY PLAN23 ( 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 C 601 C 602 C 603 C 604 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 602 SEE SHEET C 603 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" WSSSSSSSSWWFF FEGGGGGGFTT GTTSEVAULTELECVAULTELECEEEEEEWWEEEEEEEEGGGGGGSSEFDCFDCFDCFDCIRWG G GGGGG G G G GGGS 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 49.21 LF 8" PVC @ 0.50% SSMH A8 STA 14+96.22 N: 1448962.60 E: 3113390.08 BUILDING 6 BUILDING 7 BUILDING 3 BUILDING 2 27.95 LF 8" PVC @ 0.50% 81.83 LF 8" PVC @ 0.50% 6.00 LF 8" PVC @ 0.50% 6.00 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% SSERV A5 STA 14+02.39 N: 1448962.99 E: 3113296.25 32.45 LF 6" PVC @ 2.00% BLDG 1 SSERV 1 INV. OUT=5011.06 (N) SSERV A6 STA 14+84.22 N: 1448962.63 E: 3113378.08 32.13 LF 6" PVC @ 2.00% BLDG 1 SSERV 2 INV. OUT=5011.47 (N) BLDG 1 SSERV 3 INV. OUT=5011.76 (NW) 45.23 LF 8" PVC @ 2.00% SSERV A7 STA 11+36.95 N: 1448962.60 E: 3113384.08 BLDG 6 SSERV INV. OUT=5012.85 (S) 35.95 LF 6" PVC @ 2.00% BUILDING 1 4995 5000 5005 5010 5015 5020 5025 5030 5035 4995 5000 5005 5010 5015 5020 5025 5030 5035 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50SSMH A1STA 10+00.00RIM 5020.0±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 18" MIN.SSMH A8STA 11+42.95RIM 5016.3±INV. OUT 5010.88 (W)SERVICE A2STA 10+00.01RIM 5009.6±INV. IN 5009.02 (W)INV. IN 5008.85 (S)INV. OUT 5008.85 (N)SVC.SSERV A5STA 10+49.12INV. 5010.41 (S)INV. 5010.41 (E)INV. 5010.41 (W)SSERV A6STA 11+30.95INV. 5010.82 (E)INV. 5010.82 (S)INV. 5010.82 (W)SSERV A7STA 11+36.95INV. 5010.85 (E)INV. 5010.85 (SE)INV. 5010.85 (W)166.84 LF 8" PVC @ 0.50% 27.95 LF 8" PVC @ 0.50% 49.21 LF 8" PVC @ 0.50% 81.83 LF 8" PVC @ 0.50% 6.00 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 6.00 LF 8" PVC @ 0.50% 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" WSSSSSWFFFTG TT EE VAULT ELEC EEEE E E WEEEE E EFDC FDC FDCFDC IRW GGGGGGGGGGGGGTE6' SIDEWALK6' SIDEWALK6' SIDEWALK 9' SIDEWALK SSMH A3 STA 10+00.00 N: 1449121.61 E: 3113247.13 125.17 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 67.74 LF 8" PVC @ 0.50% SSERV A2-1 STA 11+25.17 N: 1449121.61 E: 3113372.30 BLDG 3 SSERV INV. OUT=5010.48 (N) 33.23 LF 6" PVC @ 2.00% BLDG 4 SSERV INV. OUT=5011.10 (W) 37.60 LF 6" @ 2.00% 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)125.17 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 67.74 LF 8" PVC @ 0.50%SSERV A2-1STA 11+25.17INV. 5009.81 (E)INV. 5009.81 (S)INV. 5009.81 (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 43 C 610PLAN & PROFILESANITARY SEWER LINES A & A324 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 A2 NORTH V.P.VAULTELECSSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SS8" SSWWWFDCFS EEEUDUD UDUDUDUDUD UD UD UDUDUDUDUDSSSSWWWSHYDPROPOSED 4' PROPOSED FIRE HYDRANT S SSSSWWFFF EEEEE T T GEETSWWW WFSVAULTELECVAULTELECEEEEEWWGGG G G G EEEE18" SSWEEEEWGGGW EEEEEEFDCFDCFDCFDCGFFFSSFSF F SF WF GG GGGGGG G TPROPOSED 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 @ 5.84% EXMH 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 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 @ 0.50% STORM LINE 1-5 SEE SHEET C 621 STORM LINE 1-6 SEE SHEET C 621 65.11 LF 8" PVC @ 0.50% 63.96 LF 4" PVC @ 2.00% SSERV B2 STA 10+65.11 N: 1449395.15 E: 3113685.27 BLDG 18 SSERV INV. OUT=5003.82 (W) BUILDING 7 BUILDING 4 BUILDING 5 BUILDING 8 BUILDING 18 BUILDING 17 BUILDING 16BUILDING 1527.44 LF 8" PVC @ 5.84% 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 @ 0.50%SSMH B1STA 10+00.00RIM 5014.1±INV. IN 5002.22 (N)INV. IN 5000.99 (E)INV. OUT 5000.99 (W)EXMH B4STA 11+59.90RIM 5012.5±INV. IN 5004.99 (N)INV. OUT 5004.79 (S)SSMH B3STA 11+32.47RIM 5012.8±INV. IN 5003.19 (N)INV. IN 5003.19 (W)INV. OUT 5002.88 (S)65.11 LF 8" PVC @ 0.50%SSERV B2STA 10+65.11INV. 5002.55 (N)INV. 5002.54 (E)INV. 5002.55 (S)27.44 LF 8" PVC @ 5.84% V.P. VAULT ELEC S S S 18" SS 18" SS 18" SS 18" SS 18" SS 18" SS 21" SS 21" SS 21" SS 21" SS 8" SS 8" SS 8" SSW WW / / / / / / / // / / / / / / /FDC FS E E UDU D U D UDUDUDUD UD UDSSSSSSSS W W W S HY DSSWWFETG E E TW FVAULT ELEC EEEWG E E E E E E E G G G EEE FDCFDCG FGG126.55 LF 8" PVC @ 0.50% 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 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 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 4990 4995 5000 5005 5010 5015 5020 5025 5030 4990 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 SSMH B3STA 10+00.00RIM 5012.8±INV. IN 5003.19 (N)INV. IN 5003.19 (W)INV. OUT 5002.88 (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 @ 0.50% 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)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 43 C 611PLAN & PROFILESANITARY SEWER LINES B & B325CALL 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 B1 S SSWWFFEEGGGEEEET T GEETSWWW WW FSSVAULTELECEEUD UD UD WUDGGEEEGGGEEEGGG G G G G W EEE18" SSWEWW S TEEETEEE FDCFDCFDCGFFFFGGS SSFSF F F SF WF GG GGGB 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" 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=5008.53 (W) 49.42 LF 4" PVC @ 2.00% SS BEND w CO C8-2 INV. IN=5007.54 (E) INV. OUT=5007.54 (N) 52.07 LF 4" PVC @ 2.00% SS BEND w CO C8-1 INV. IN=5006.50 (S) INV. OUT=5006.50 (N) 12.71 LF 4" PVC @ 2.00% 7.22 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=5007.22 (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% 35.39 LF 8" PVC @ 0.50% SSERV C7 STA 12+48.65 N: 1449130.54 E: 3113838.91 SSERV C6 STA 12+43.65 N: 1449135.54 E: 3113838.91 44.91 LF 4" PVC @ 2.00% BLDG 11 SSERV INV. OUT=5006.75 (W) BLDG 12 SSERV INV. OUT=5006.55 (W) SSERV C5 STA 12+37.65 N: 1449141.54 E: 3113838.91 26.76 LF 6" PVC @ 2.00% 5.00 LF 8" PVC @ 0.50% 6.00 LF 8" PVC @ 0.50% BLDG 8 SSERV INV. OUT=5006.36 (E) 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 5006.25 (S)INV. OUT 5005.91 (N)8" PVC WATER STA.=13+30.66 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+37.65INV. 5005.82 (S)INV. 5005.82 (W)INV. 5005.82 (N)SSERV C6STA 12+43.65INV. 5005.85 (S)INV. 5005.85 (E)INV. 5005.85 (N)SSERV C7STA 12+48.65INV. 5005.88 (S)INV. 5005.88 (E)INV. 5005.88 (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% 35.39 LF 8" PVC @ 0.50% 6.00 LF 8" PVC @ 0.50% 7.22 LF 8" PVC @ 0.50% 5.00 LF 8" PVC @ 0.50% S SSWWFFEEGGGEEEET T GEETTSWWW EWW FSSVAULTELECEEUD WWUDGGEEEGGGEEEEEEGGG G G G GW EEEE18" SSWEEEWGW S TEEETEEE FDCFDCFDCGFFFFGGS SSFSF F F SF WF GG GGGGGGGB 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" 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 35.88 LF 6" PVC @ 2.00% BLDG 5 SSERV INV. OUT=5010.12 (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 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 5015.0±INV. OUT 5009.53 (N)PROPOSED GROUND EXISTING GROUND 8" PVC WATER STA.=10+62.18 TOP=5010.26 24" RCP STORM STA.=10+35.75 INV.=5009.53 6.39 LF 8" PVC @ 2.00%SSERV D2STA 11+83.88INV. 5009.40 (S)INV. 5009.40 (SW)INV. 5009.40 (N)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 43 C 612PLAN & PROFILESANITARY SEWER LINES C & D26CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY LINE C EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS WATER AND WASTEWATER DESIGN CRITERIA. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE KEYMAP CABLE F.O. TE MH 24" SS 24" SS 24" SS 24" SS 24" SS24" SS24" SS24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS 24" SS EEE EEEEEEEEE EEEEE EEEEE EEEEE EEEE TT T T T T T TTTTTTTTTTTTTTTTTTTTTTT GW W W W W W W W W W W W W W W W W W W W W W W W W W 12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WEEEEEEEEEEEEEEEEEEEEE GGGGGGGG G G GG GGGGGGGGGX X XXXXX X X XXX XX XX XXXX X X X X XXXXXXXX X X X X XXX30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" W30" WUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMH / / / / / / / // / / / / / / // / / / / / / /30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W XSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST SANITARY LINES C & D SANITARY LINE D PROFILE SCALE: SSSSSS SSWWWFF FFFEEEEETTGTE E TTG S WWWW WFSS E VAULT ELEC VAULT ELEC EEEE 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 FDCFDCFDC FDC FDCG FFFFGG SSSFSFFSFWFGGGGGGGGGGGGGGGTXXXXXXXXXXINLET 1-14 STA 19+28.91 N: 1449427.58 E: 3113371.58 STMH 1-9 STA 16+77.43 N: 1449263.33 E: 3113468.37 STMH 1-7 STA 15+40.54 N: 1449263.59 E: 3113605.26 STMH 1-5 STA 14+21.50 N: 1449285.73 E: 3113722.21 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 19+09.45 N: 1449411.75 E: 3113360.26 TEE 1-12 STA 18+77.04 N: 1449379.34 E: 3113360.25 BEND 1-11 STA 18+39.01 N: 1449341.31 E: 3113360.23 BEND 1-10 STA 17+60.97 N: 1449341.27 E: 3113438.27 TEE 1-8 STA 15+79.71 N: 1449263.61 E: 3113566.09 FES 1-1 STA 10+00.00 N: 1449118.00 E: 3113976.04 99.98 LF 30" RCP @ 0.20%167.59 LF 30" RCP @ 0.20%141.32 LF 24" RCP @ 0.20% 105.46 LF 24" RCP @ 0.50% 39.17 LF 24" RCP @ 0.50% 97.72 LF 24" RCP @ 0.50% 83.54 LF 8" HDPE @ 0.50% 78.04 LF 8" HDPE @ 0.50% 38.03 LF 8" HDPE @ 0.50% 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 TEE 1-6 STA 14+35.08 N: 1449283.20 E: 3113708.87 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0020+50 INLET 1-14STA 19+28.91RIM 5015.7±INV. OUT 5013.32 (SW)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+39.01RIM 5013.6±INV. IN 5012.87 (N)INV. OUT 5012.87 (E)78.04 LF 8" HDPE @ 0.50%BEND 1-10STA 17+60.97RIM 5013.3±INV. IN 5012.48 (W)INV. OUT 5012.48 (S)83.54 LF 8" HDPE @ 0.50%STMH 1-9STA 16+77.43RIM 5015.5±INV. IN 5012.06 (N)INV. IN 5010.63 (S)INV. OUT 5010.63 (E)97.72 LF 24" RCP @ 0.50%TEE 1-8STA 15+79.71RIM 5012.5±INV. IN 5010.14 (W)INV. IN 5010.81 (S)INV. OUT 5010.14 (E)39.17 LF 24" RCP @ 0.50%STMH 1-7STA 15+40.54RIM 5015.3±INV. IN 5009.94 (W)INV. OUT 5009.94 (E)105.46 LF 24" RCP @ 0.50%STMH 1-5STA 14+21.50RIM 5014.2±INV. IN 5009.34 (W)INV. IN 5009.34 (S)INV. OUT 5009.34 (E)141.32 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" RCP @ 0.20%FES 1-1STA 10+00.00RIM 5011.3±INV. IN 5008.50 (W)PROPOSED GROUND EXISTING GROUND 21" CLAY SANITARY STA.=17+50.13 INV.=5002.79TEE 1-12STA 18+77.04RIM 5013.8±INV. IN 5013.06 (N)INV. IN 5013.06 (E)INV. OUT 5013.06 (S)8" PVC WATER STA.=14+48.99 TOP=5007.73 18" MIN. 8" PVC WATER STA.=12+91.73 TOP=5007.33 18" MIN. 18" CLAY SANITARY STA.=17+33.69 INV.=5005.41 8" PVC SANITARY STA.=14+59.16 INV.=5006.44 PRIVATE BEND 1-13STA 19+09.45RIM 5014.0±INV. IN 5013.22 (NE)INV. OUT 5013.22 (S)TEE 1-2STA 10+12.61INV. 5008.53 (W)INV. 5008.64 (S)INV. 5008.53 (E)TEE 1-6STA 14+35.08INV. 5009.41 (W)INV. 5009.78 (N)INV. 5009.41 (E)4" PVC WATER STA.=12+54.63 TOP=5008.48 4" PVC WATER STA.=12+25.01 TOP=5008.58 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+30.07 INV.=5006.34 4" PVC SANITARY STA.=10+89.76 INV.=5006.93 4" PVC SANITARY STA.=11+25.05 INV.=5006.37 13.58 LF 24" RCP @ 0.50% 12.61 LF 30" RCP @ 0.20% 2-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 43 C 620PLAN & PROFILESTORM DRAIN 127 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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 GEETTSWWW EWW FSSVAULTELECVAULTELECEEWWUDGGGEEEGGG G G G G W EEEEE18" SSWEEEWGGW S EEETEEE FDCFDCFDCFDCGFFFFGGS SSFSF F F SF WF GG GGGGGGV.P.VAULTELECSSS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SSWFDCEEUDUDUDUD UD UDUDUDUDUDUDWWWSH 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 622 119.72 LF 15 " R C P @ 1 . 0 0 % STMH 1-5 STA 10+00.00 N: 1449285.73 E: 3113722.21 INLET 1-5.1 STA 11+19.72 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 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 5014.2±INV. IN 5009.34 (W)INV. IN 5009.34 (S)INV. OUT 5009.34 (E)119.72 LF 15" RCP @ 1 . 0 0 %INLET 1-5.1STA 11+19.72RIM 5014.1±INV. OUT 5010.54 (N)EXISTING GROUND PROPOSED GROUND S SSWWFFFEEEEE T T GEETSWWW WW FSSVAULTELECEEWWGGG G G G GW EEEE18" SSWEEEWGGW S EEEEEEFDCFDCFDCFDCGFFFFGGS SSFSF F F SF WF GG GGGGV.P.VAULTELECSSS18" SS18" SS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SS21" SS8" SS8" SSWFDCS EEEEUDUD UDUDUDUDUDUD UD UD UDUDUDUDUDUDSSSSWWWSHYDLANDMARK 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 49.05 LF 8" HDPE @ 0.40% TEE 1-6.2 STA 10+64.67 N: 1449347.60 E: 3113706.00 23.81 LF 8" HDPE @ 0.40% INLET 1-6.3 STA 10+88.48 N: 1449371.37 E: 3113707.43 26.35 LF 8" HDPE @ 0.40% INLET 1-6.4 STA 11+14.83 N: 1449385.12 E: 3113729.90 BEND 1-6.1 STA 10+15.62 N: 1449298.55 E: 3113705.97 15.62 LF 8" HDPE @ 0.40% TEE 1-6 STA 10+00.00 N: 1449283.20 E: 3113708.87 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 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 PRIVATE EXISTING GROUND PROPOSED GROUNDTEE 1-6STA 10+00.00INV. 5009.41 (W)INV. 5009.78 (N)INV. 5009.41 (E)15.62 LF 8" HDPE @ 0.40%BEND 1-6.1STA 10+15.62INV. 5009.85 (N)INV. 5009.85 (S)49.05 LF 8" HDPE @ 0.40%TEE 1-6.2STA 10+64.67INV. 5010.04 (N)INV. 5010.17 (W)INV. 5010.04 (S)23.81 LF 8" HDPE @ 0.40%INLET 1-6.3STA 10+88.48RIM 5013.1±INV. IN 5010.14 (NE)INV. OUT 5010.14 (S)26.35 LF 8" HDPE @ 0.40%INLET 1-6.4STA 11+14.83RIM 5011.6±INV. OUT 5010.24 (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 43 C 621PLAN & PROFILESTORM DRAINS 1-5 & 1-628 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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 S SSS SWWFFEEEGGGGGEETTTTEFVAULTELECVAULTELECEEEEEEEWWEGGUDEEEEEEEGEEEWEEEESSET FDCFDCFDCFDCGGG GGGGGG G GGGGGGGGGTESSS 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 SEE SHEET C 612 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 5010.14 (W)INV. IN 5010.81 (S)INV. OUT 5010.14 (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 S SSS SWWFFEEEGGGGGEETTTTEFVAULTELECVAULTELECEEEEEEEWWEGGUDEEEEEEEGEEEWEEEESSET FDCFDCFDCFDCGGG GGGGGG G GGGGGGGGGTESSS 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 SEE SHEET C 612 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% 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 5012.06 (N)INV. IN 5010.63 (S)INV. OUT 5010.63 (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. 5011.02 (E)INV. 5010.89 (N)TEE 1-9.3STA 10+70.75INV. 5010.98 (S)INV. 5011.45 (E)INV. 5010.98 (N)TEE 1-9.4STA 10+97.80INV. 5011.12 (S)INV. 5011.06 (E)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 43 C 622PLAN & PROFILESTORM DRAINS 1-8 & 1-929 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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)30" WATER STA.=10+63.94 TOP=5006.68 18" MIN. 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 5011.8±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 MHUDUDUDUDUDUDUDUDUDUDMHX30" W30" W30" W30" WX X X X X X X X X 30" W21" SS 21" SS21" SS EW UD UD UDGGEEGG G EEW S TS SF F 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 OVERFLOW 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% STYMH 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 1 SEE SHEET C 620 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 4995 5000 5005 5010 5015 5020 5025 5030 4995 5000 5005 5010 5015 5020 5025 5030 9+5010+0011+0012+00 OVERFLOW BASIN 3-4STA 11+30.88RIM 5010.7±INV. OUT 5008.31 (S)45.71 LF 24" HDPE @ 0.50%STMH 3-3STA 10+85.18RIM 5013.2±INV. IN 5008.08 (N)INV. OUT 5008.08 (S)47.07 LF 24" HDPE @ 0.50%STYMH 3-2STA 10+38.11RIM 5012.0±INV. IN 5007.84 (N)INV. OUT 5007.84 (W)39.74 LF 24" HDPE @ 0.50%FES 3-1STA 9+98.37RIM 5009.1±INV. IN 5007.64 (E)30" WATER STA.=11+07.89 TOP=5006.18 18" MIN. PRIVATE PROPOSED GROUND EXISTING GROUND 100-YR HGLMHUDUDUDUDUDUDUDUDUDUDMHX30" 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 UDGGEEGG G EEW S TS SF F 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 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 1 SEE SHEET C 620 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 4990 4995 5000 5005 5010 5015 5020 5025 4990 4995 5000 5005 5010 5015 5020 5025 9+50 10+00 11+00 11+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 30" WATER STA.=10+67.95 TOP=5006.58MHUDUDUDUDUDUDUDUDUDUDMHX30" 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 UDGGEEGG G EEW S TS SF F 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 INLET 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 1 SEE SHEET C 620 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 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 43 C 623PLAN & PROFILESTORM DRAIN 2, 2A, & 330 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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: SWFFE E E E E E G G G G G G G G G G GF G TT TSEWW UD E E E E EE E EE EEE SSEFDC FDC FDC WG GGG G G G GG GE ELEC 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W 30" W BINLET 1-7 STA 13+65.00 N: 1449021.27 E: 3113479.34 FES 4-1 STA 10+00.00 N: 1448734.73 E: 3113345.36 145.20 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 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 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 GROUND STMH 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)145.20 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 4-5STA 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 4-7STA 13+53.39INV. 5012.85 (NE)INV. 5012.85 (S)PUBLIC 100-YR HGL BEND 4-6STA 13+30.19INV. 5012.73 (N)INV. 5012.73 (SW)SSWFFF G T TSEEWW SSEFDC FDC FDCIR W GGGGGGGGGGG G 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: 3113216.19 13.31 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 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 STA 12+18.58 N: 1448998.82 E: 3113230.06 SF EGGTTTSEEEEEEESSEFDCWGGGGGGE 30" 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 4-4.4STA 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 4-4.2STA 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 43 C 624PLAN & PROFILESTORM DRAINS 4, 4-4A, & 4-431 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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 TSEWVAULT ELEC UDUD G GEE E G G G UD E E EE E EE E E ESSETTFW G G G G GG GE 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" H D P E @ 1 . 0 5 % 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 UDG TUDUDUDUDUDUDUDXX30" 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 43 C 625PLAN & PROFILESTORM DRAINS 5 & 5-232 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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 UDGGEEGGG G G G GW EE18" SSWW S TGGS SSFSF F F SF WF MHSS18" SS18" SS18" SS18" SS18" SS21" SS21" SS21" SS21" SSUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDMHXX30" W30" W30" W30" WX X X X X X X X X X X X X X 30" 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 5010.4±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 SUBGRADEEGGGGGGFSVAULTELECWWEEEEEEEESSFDCIRGGGGT 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 5000 5005 5010 5015 5020 5025 5030 5035 5000 5005 5010 5015 5020 5025 5030 5035 9+5010+0011+0012+00 INLET 6-2STA 11+07.91RIM 5016.3±INV. OUT 5013.04 (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 43 C 626PLAN & PROFILESTORM DRAIN 6 & UNDERDRAIN33 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. 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 Area Inlet 2' X 1.35' B3 INLET 1-4 Area Inlet 2' X 1.35' 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 Area Inlet 4' X 1.35' 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)/ / / / / / / /SUDUDS S D F.O. MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSTSTWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS STA: 83 ELEV: 50 0 9 . 1 7 STA: 200 ELEV : 5 0 0 9 . 5 7 STA: 319 EL E V : 5 0 1 0 . 0 5 STA: 3 7 2 E L E V : 5 0 1 0 . 1 5 STA: 4 2 3 E L E V: 5 0 1 0. 3 3 STA: 5 2 2 E L E V : 5 0 1 0. 6 2 STA: 720 EL E V : 5 0 1 1 . 1 5 STA: 80 5 E L E V : 5 0 1 1 . 4 2STA: 905 ELEV: 5011.89STA: 983 ELEV: 5012.08STA: 1075 ELEV: 5012.31STA: 1136 ELEV: 5012.53SSSSSSSSSSSSSS/ / / / / / / /SUDUDh-a1 h-b2 h-b1 h-c1 h-d1 2.53 ac. H-B1 1.01 ac. H-A1 3.92 ac. H-B2 0.74 ac. H-C1 h-a20.16 ac. H-A2 0.17 ac. H-D1 os2 os3 1.80 ac. OS2 0.47 ac. OS3 0.44 ac. H-B3 h-b3 h-c2 5.47 ac. H-C2 3.38 ac. H-E1 1.38 ac. H-E2 h-e1 h-e2 0.48 ac. OS1 os1 0.04 ac. H-F1 h-f1 h-f2 0.18 ac. H-F2 S SHIELDS ST.HOBBIT ST.WALLENBERG DR.FEMA 100-YR HIGH RISK FLOOD FRINGE CITY OF FORT COLLINS 100-YR FLOODPLAIN EXIST I N G S P R I N G C R E E K T R A I L SPRI N G C R E E KEXISTING SIDEWALKEXISTING 8' TRAILCANAL IMPORTATIONWINNE GRANT R/JOHNELLE S 1821 WALLENBERG DR ERIKSEN CHRISTOPHER M 1825 WALLENBERG DR MCCOY JOHN H/SHERRY P 1900 S SHIELDS ST HILL POND CONDOMINIUMS FEMA XSEC #22186 5014.4 FT (NAVD 88) FEMA 100-YR FLOODWAY CITY OF FORT COLLINS 100-YR FLOODWAY SheetTHE QUARRY BY WATERMARKThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 43 LEGEND: NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 C 700EXHIBITHISTORIC DRAINAGE 34 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 JULY 14, 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 CABLE F.O. T MH B M TTTTTTA M AL179 178 177 176 175 174 173 172171170169168/ / / / / / / // / / / / / / / W WWWSS SSUDUDS S D F.O. D MH MM MH / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / /STSTSTSTSSSSSSSSSSUDUDUD FDC FDC FDCFDCFDC FDC FDC FDC / / / / / / / // / / / / / / / W WWWSS SSUDUDBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBXXXXTRACT 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 PROPOSED STORM CHAMBERS 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 18 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 1 3 . 0 0 STORM 1 OVERFLOW PATH STORM 1 OVERFLOW PATH STORM 1 OVERFLOW PATH OVERTOPPING WEIR B2 OVERTOPPING WEIR 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 2-3 SIDEWALK CHASE D4 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 43 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 EXHIBIT35 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 JULY 14, 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 71%B1 Rain Garden 5,621 6,745 225,001 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 10,135 331,257 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 331,257 ft2 Percent Impervious Treated by LID 85.82% 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 43 C 800WATER DETAILS36 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 200 CONCRETE THRUST BLOCKS 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 43 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 DETAILS37 201 TRAFFIC-RATED CURB STOP INSTALLATION 202 3 4 IN. AND 1 IN. WATER METER 203 3 4 IN. AND 1 IN. WATER METER 303 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 43 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 802SANITARY SEWER DETAILS38 TRAFFIC RATED CLEANOUT300TYPICAL WASTEWATER BEDDING 301 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-3 302 TYPICAL SANITARY SERVICE 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 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 43 C 803DRAINAGE DETAILS39 400 TYPICAL STORMWATER BEDDING 401 TYPICAL MANHOLE (STORM) 404 TYPICAL MANHOLE CHANNELING (STORM) o 402 TYPICAL SHALLOW MANHOLE WITH FLAT TOP 407 TYPICAL 4-FT. CURB INLET REINFORCEMENT 401 402 403 404 405 406 407 408 501 502 503 504 8 8.5 8 IN. 12 IN. 9 IN. 6 IN. 24 IN. 9 IN. 9 IN. 12 IN. 12 IN. 12 IN. 12 IN. 12 IN. 12 IN. 601 5/8 IN. 5/8 IN. 5/8 IN. 5/8 IN. 3/4 IN. 1/2 IN. 1/2 IN. TABLE 1 BAR LIST FOR CURB INLET - II VIII II VII II II II II II IV II III 2 1 2 1 4 2 2 4 * 14 6 4 * 1 FT. 6 IN. 4 FT. 8 IN. 4 FT. 8 IN. 9 FT. 0 IN. 3 FT. 4 IN. 9 FT. 0 IN. 9 FT. 0 IN. * 3 FT. 2 IN. * 7 FT. 4 IN. 3 FT. 10 IN. 7 FT. 10 IN. - MARK DIA.O.C.TYPE NO.LENGHTIN.REQ'DSPACING ANCHOR 8 FT. 10 IN. 5 FT. 0 IN.- -1 1- - *VARIBLE WITH HIGHT, REFER TO TABLE 2. 11 FT. 3 FT.5 FT.3 FT. 8 8.5 WITH 1 1/2 IN. DIA. HOLE IN CENTER2 FT. 4 FT. 6 IN. 8 IN. O.C. 9 IN. O.C. 6 IN. O.C.12 IN.12 IN. ANCHOR BACK OF CURB FLOW LINE 503 504 502 501 401 601 407 407 408 ANCHOR 601 2 FT.4 FT. - 6 IN. 601 501 ADD 1 #4 BAR (402) 404 504 503 ADD 1 #4 BAR(402) 402 406 12 IN. LAP 402 403 402 #4 BAR 3 IN CIR. OUT SI D E PIPE DIA. SECTION A-A 408 2 FT.5 FT.2 FT.1 FT.1 FT. #4 ANCHORS402 404 405 402 405402 403 SECTION B-B A B A B PLAN VIEW NTS 3 FT. 6 IN. 4 FT. 0 IN. 4 FT. 6 IN. 5 FT. 0 IN. 5 FT. 6 IN. 6 FT. 0 IN. 6 FT. 6 IN. 7 FT. 0 IN. 7 FT. 6 IN. 8 FT. 6 IN. 8 FT. 6 IN. 9 FT. 0 IN. 9 FT. 6 IN. 10 FT. 0 IN. TYPE IV TYPE VII TYPE VIII TYPE III "U" "U" BENT LOOP 20 IN. 20 IN. 54 IN. 48 IN. 8 IN. 11 IN. 30 IN. 12 IN. LAP LENGHT STRAIGHT TYPE II LENGHT 402 405 404 406 CONC.STEEL LB.C.Y. 3 FT. 2 IN. 3 FT. 8 IN. 4 FT. 2 IN. 4 FT. 8 IN. 5 FT. 2 IN. 5 FT. 8 IN. 6 FT. 2 IN. 6 FT. 8 IN. 7 FT. 2 IN. 7 FT. 8 IN. 8 FT. 2 IN. 8 FT. 8 IN. 9 FT. 2 IN. 9 FT. 8 IN. 2 FT. 1 IN. 2 FT. 7 IN. 10 12 12 14 14 16 16 18 18 20 20 22 22 24 24 18 22 16 16 14 14 12 12 10 10 8 8 6 6 8 8 10 10 12 12 14 14 16 16 22 18 2424 22 22 20 20 18 18 16 16 14 14 12 12 10 3 FT. 1 IN. 3 FT. 7 IN. 4 FT. 1 IN. 4 FT. 7 IN. 5 FT. 1 IN. 5 FT. 7 IN. 6 FT. 1 IN. 6 FT. 7 IN. 7 FT. 1 IN. 7 FT. 7 IN. 8 FT. 1 IN. 8 FT. 7 IN. H QUANITIES VARIBLES WITH HEIGHT TABLE 2 BAR BENDING DIAGRAM (DIMENSION ARE OUT TO OUT OF BAR)GENERAL NOTES: 1. QUANTITIES INCLUD VOLUMES OCCUPIED BY PIPES. STRUCTURAL STEEL REINFORCEMENT AROUND PIPES ARE NOT INCLUDED. 2. KEY JOINTS WHERE WALSS CONNECT TO TOP SLAB AND BASE. 3. REINFORCEMENT IN WALLS AND BASE SHALL BE 3 IN. FROM THE SIDES EXPOSED TO EARTH. REINFORCEMENT IN TOP SLAB SHALL BE 1 1/2 IN CLEAR. 29 I N . NTS NTS 405 TYPICAL CURB, GUTTER, AND SIDEWALK 406 TYPICAL 4-FT. CURB INLET A A B B SECTION A-A DETAIL "A" SECTION B-B CURB FACE ASSEMBLY DETAIL GENERAL NOTES PLAN VIEW 6 IN. STEEL DECK RING WITH 24 IN. HEAVY DENVER COVER BY MACLEAR OR APPROVED EQUAL. 6 IN. THICK SIDEWALL (TYP. BOTH SIDES) 3 FT.5 FT.3 FT. 6 IN.6 IN. BACK OF CURB FLOW LINESEE DETAIL "A" 4 FT. OPENING WARPED CURB & GUTTER (TYP. BOTH SIDES) 6 IN. 3 FT.-6 IN. 6 IN. 2 FT. 11 FT. 6 IN. 2 FT.4 FT.- 6 IN. 6 IN. SEE CURB FACE ASSEMBLY DETAIL MANHOLE RUNGS-12 IN. O.C. 1% SLOPE FOR DRAINAGE 6 IN. 3 FT.-6 IN.4 FT. WARPED GUTTER DEPRESSED GUTTER NORMAL FLOW LINE TOP OF GUTTER ALTERED FLOW LINE 6 IN.6 IN. 1% SLOPE FOR DRAINAGE 6 IN. WALL 3 IN. RAD.6 IN. EXTEND CHANNEL TO OUTSIDE EDGE OF WALL 10 IN. EMBEDMENT 8 8.5 FLUSH WITH CURB FACE NTS 1 1/2 IN. R #4 BAR 18 IN. LONG 2 IN. 2 IN.4:16 IN. MAX/MIN. 8 IN. 2:1 #5 BAR 6 IN. 1 1/2 IN. PIPE SPACER AND 1 1/4 IN. LOCK NUT 4 IN. 1/4 IN. 1 1/4 IN. DIA. X 24 IN. GALV. 3 1/2 IN. AT TOP. 3 IN. X 3 IN. X 3/8 IN. PLATE 6 IN. 1/4 IN.-1 IN. LEG WARPED GUTTER VARIABLEMAX. HEIGHT-10 FT.2 FT. -6 IN. MIN.(UNLESS SQUASH PIPEIS USED)STEEL ROD - THREADED 3 FT.-6 IN. 6 IN. 1. SEE D-7B FOR REINFORCEMENT. 2. FLOOR OF INLET SHALL BE SHAPED WITH ADDITION CONCRETE TO FORM INVERT TO PIPE CONNECTIONS. 3. MANHOLE RUNGS SHALL BE REQUIRED FOR INLET HEIGHT 4 FT. AND GREATER. 4. SIDEWALK SHALL BE 6 IN. THICK FOR 3 FT. ON EITHER SIDE OF INLET. 5. TOP SLAB OF INLET SHALL BE SLOPE TO MATCH SIDEWALK. SEE D-6. 6. EXPOSED STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH AASHTO M-111. 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 403 AREA INLET 503 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 43 C 804DRAINAGE DETAILS40 500 TYPICAL AREA INLET 501 TYPICAL CULVERT, ATTACHED SIDEWALK DETAIL "A" PLAN VIEW 505 TYPICAL FLARED END SECTIONS E C B E E C D PLAN 502 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" 504 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 C 805DRAINAGE DETAILS41 600 TYPICAL CONCRETE PAN 602 TYPICAL CONCRETE FOREBAY 601 CURB INLET 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 43 A A SECTION A-A PLAN VIEW DIRECTION OF FLOW PROPOSED NATIVE MATERIAL SUBBASE FLOWLINE OF NOTCH FINISH GROUND 6" W 6.0" DIRECTION OF FLOW NOTE: 1.SEE GRADING PLAN FOR ELEVATIONS AND SLOPES. 2" NOTCH 6" TYP. 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 DUC TI L E IR O N TSALPOLYNDUCTILEIRONDUCTILE 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 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 3/4 604 OUTLET STRUCTURE AA B B A A DATE DRAWN:3/3/05 D43.dwg T. COXDRAWN BY: CAD FILE NAME: DETAIL 603 TYPICAL BASIN INSTALLATION 700 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 43 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 806SITE DETAILS426"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) 701 TYPICAL DRIVE-OVER CURB AND GUTTER AND SIDEWALK 702 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 703 TYPICAL MANHOLE COVER 706 TYPICAL PAVEMENT MARKINGS WITH TURN LANE 704 TYPICAL SIGN POST 705 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 807SITE DETAILS43 800 TYPICAL BICYCLE LANE PAVEMENT MARKINGS 804 TYPICAL ADA HANDICAP PARKING REQUIREMENTS 801 TYPICAL STREET NAME SIGN 805 TYPICAL ACCESS RAMPS - RESIDENTIAL LOCAL STREETS 806 TYPICAL TRUNCATED DOME PANEL FOR ACCESS RAMPS 807 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 43 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) 803 12' CONCRETE TRAIL/ ACCESS ROAD SECTION PAVEMENT CROSS-SECTIONS 802 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 --