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HomeMy WebLinkAboutCROWNE AT SUNIGA - FDP230023 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSE. SUNIGA RD E. VINE DR. N . L E M A Y A V E . CONIFER ST. Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 CS1 CO V E R S T E E T 1 Original Field Survery: Majestic Surveying, LLC Project No. 2021454-B Date: October 2022 NOVEMBER 2023 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH BENCHMARK: #1 City of Fort Collins Benchmark 43-97 Elevation=4960.11 (NAVD88) BENCHMARK: #1 City of Fort Collins Benchmark 12-07 Elevation=4947.86 (NAVD88) Basis of Bearings The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East, and monumented as shown on the Plat. The Northwest and Northeast Corners of said section being #6 rebar with 3 1 4" aluminum caps, both stamped with PLS 17497. PROJECT BENCHMARKS: CROWNE AT SUNIGA PROJECT TEAM: Terence Hoaglund, RLA P.O. Box 1889 Fort Collins, Colorado 80522-1889 (970) 472-9125 Crowne Partners, Inc. Alan Z. Engel, President 505 North 20th Street, Suite 1150 Birmingham, AL 35203 Northern Engineering Services, Inc. Blaine Mathisen 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 PLANNER/ LANDSCAPE ARCHITECT OWNER/APPLICANT SITE ENGINEER GEOTECHNICAL ENGINEER Earth Engineering Company, Inc. David Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 SHEET INDEX A PARCEL OF LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 7 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 SITE SURVEYOR TYPICAL SECTIONS 1 CS1 COVER SHEET 2 - 3 CS2 - CS3 GENERAL & CONSTRUCTION NOTES 4 EX1 EXISTING CONDITIONS & DEMOLITION PLAN 5 HC1 HORIZONTAL CONTROL PLAN UTILITY SHEETS 6 OU1 OVERALL UTILITY PLAN 7 SS1 SANITARY LINE A PLAN & PROFILE 8 SS2 SANITARY LINE B PLAN & PROFILE 9 SS3 SANITARY SERVICE (BUILDING 6000) PLAN & PROFILE 10 WT1 WATER LINE A PLAN & PROFILE 11 - 12 WT2 - WT3 WATER LINE B PLAN & PROFILE STORM DRAIN SHEETS 13 ST1 STORM LINE A PLAN & PROFILE 14 - 16 ST2 - ST4 STORM LINE B&Q PLAN & PROFILE 17 - 18 ST5 - ST6 STORM LINE C PLAN & PROFILE 19 - 20 ST7 - ST8 STORM LINE C1&P PLAN & PROFILE 21 ST9 STORM LINE D&E PLAN & PROFILE 22 - 23 ST10 - ST11 STORM LINE F&N&G PLAN & PROFILE 24 - 25 ST12 - ST13 STORM LINE H&I&J PLAN & PROFILE 26 - 27 ST14 - ST15 STORM LINE K&L&M PLAN & PROFILE 28 - 33 RD1 - RD6 ROOF DRAINS PLAN & PROFILE GRADING SHEETS 34 - 35 G1 - G2 GRADING PLAN 36 SUB1 SUB-GRADING PLAN DETAIL SHEETS 37 D1 SANITARY SEWER DETAILS 38 - 39 D2 - D3 WATER DETAILS 40 - 47 D4 - D11 STORM DETAILS 48 - 50 D12 - D14 SITE DETAILS EROSION SHEETS 51 - 53 EC1 - EC3 EROSION CONTROL PLAN INITIAL& INTERM& FINAL 54 EC4 EROSION CONTROL DETAILS DRAINAGE SHEETS 55 DR1 DRAINAGE EXHIBIT 56 BE1 BORING LOCATIONS FINAL CONSTRUCTION PLANS FOR Earth Engineering Consultants, LLC Geotechnical Subsurface Exploration Report Proposed Apartment Complex Developmenet - Graham Property Northeast Corner of 9th Street and Suniga Road” Larimer County, Colorado EEC Project No. 1222009 Date: June 1, 2022 SUBSURFACE EXPLORATION BY: 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 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 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 PROJECT SITE UTILITY COMPANY PHONE NUMBER GAS-----------------Xcel Energy-----------------------------Pat Kreager (970) 225-7840 ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306 CABLE-------------Comcast----------------------------------Marcus Petty (720) 275-0572 TELECOM.--------CenturyLink-------------------------------William Johnson (970) 377-6401 WATER----------- ELCO------------------------------------- Randy Siddens (970) 493-2044 WASTEWATER--City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 APPROVED: City Engineer:Approved Sheets Date Water & Wastewater Utility Approved Sheets Date Stormwater Utility Approved Sheets Date Park Planning and Development Approved Sheets Date Traffic Operations Approved Sheets Date Environmental Planner Approved Sheets Date City of Fort Collins, Colorado UTILITY PLAN APPROVAL APPROVED: APPROVED: APPROVED: APPROVED: APPROVED: Greg Watford, AIA, LEED AP 1280 Hightower Trail Alanta, GA 30350 (770) 864-6664 ARCHITECT UTILITY PLAN REVIEW EAST LARIMER COUNTY WATER DISTRICT CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 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:PRIVATE ROAD 13 ' T R A V E L L A N E PKWY WIDTH VARIES 60' 13 ' T R A V E L L A N E 5' W A L K 5' W A L K 18" VERTICAL OUTFALL CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER PKWY WIDTH VARIES INVERTED CROWN w/ CONCRETE PAN TRACT A 26' FL-FL Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 CS2 CO N S T R U C T I O N N O T E S GE N E R A L & 2 CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R A. GENERAL NOTES 1.All materials, workmanship, and construction of public improvements shall meet or exceed the standards and specifications set forth in the Larimer County Urban Area Street Standards and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or any applicable standards, the most restrictive standard shall apply. All work shall be inspected and approved by the City of Fort Collins. 2.All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. 3.These public improvement construction plans shall be valid for a period of three years from the date of approval by the City of Fort Collins Engineer. Use of these plans after the expiration date will require a new review and approval process by the City of Fort Collins prior to commencement of any work shown in these plans. 4.The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the City of Fort Collins, as beneficiary of said engineer's work, for any errors and omissions contained in these plans, and approval of these plans by the City of Fort Collins Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the City of Fort Collins, and its officers and employees, from and against all liabilities, claims, and demands which may arise from any errors and omissions contained in these plans. 5.All storm sewer construction, as well as power and other "dry" utility installations, shall conform to the City of Fort Collins standards and specifications current at the date of approval of the plans by the City of Fort Collins Engineer. 6.The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the responsibility of the Developer to verify the existence and location of all underground utilities along the route of the work before commencing new construction. The Developer shall be responsible for unknown underground utilities. 7.The Developer shall contact the Utility Notification Center of Colorado (UNCC) at 1-800-922-1987, at least 2 working days prior to beginning excavation or grading, to have all registered utility locations marked. Other unregistered utility entities (i.e. ditch / irrigation company) are to be located by contacting the respective representative. Utility service laterals are also to be located prior to beginning excavation or grading. It shall be the responsibility of the Developer to relocate all existing utilities that conflict with the proposed improvements shown on these plans. 8.The Developer shall be responsible for protecting all utilities during construction and for coordinating with the appropriate utility company for any utility crossings required. 9.If a conflict exists between existing and proposed utilities and/or a design modification is required, the Developer shall coordinate with the engineer to modify the design. Design modification(s) must be approved by the City of Fort Collins prior to beginning construction. 10.The Developer shall coordinate and cooperate with the City of Fort Collins, and all utility companies involved, to assure that the work is accomplished in a timely fashion and with a minimum disruption of service. The Developer shall be responsible for contacting, in advance, all parties affected by any disruption of any utility service as well as the utility companies. 11.No work may commence within any public storm water, sanitary sewer or potable water system until the Developer notifies the utility provider. Notification shall be a minimum of 2 working days prior to commencement of any work. At the discretion of the water utility provider, a pre-construction meeting may be required prior to commencement of any work. 12.The Developer shall sequence installation of utilities in such a manner as to minimize potential utility conflicts. In general, storm sewer and sanitary sewer should be constructed prior to installation of the water lines and dry utilities. 13.The minimum cover over water lines is 4.5 feet and the maximum cover is 5.5 feet unless otherwise noted in the plans and approved by the Water Utility. 14.A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to install utilities or if water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 15.The Developer shall comply with all terms and conditions of the Colorado Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, (303) 692-3590), the Storm Water Management Plan, and the Erosion Control Plan. 16.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 17.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must be submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 18.The City of Fort Collins shall not be responsible for any damages or injuries sustained in this Development as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage unless such damage or injuries are sustained as a result of the City of Fort Collins failure to properly maintain its water, wastewater, and/or storm drainage facilities in the development. 19.All recommendations of the Final Drainage Report Crowne at Suniga, dated November 17, 2023 by Northern Engineering 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 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 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 City of Fort Collins Benchmark 43-97 On the south end of the west headwall of the Lake Canal Bridge at North Lemay Ave., 200 feet south of the intersection of Lemay Ave. and Conifer St. ELEV.=4960.11 City of Fort Collins Benchmark 12-07 South side of Vine Dr. on the south headwall of the bridge over dry creek basin 0.4 miles east of North Lemay Ave. ELEV.=5025.74 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 Unadjusted for their vertical datums. If NGVD29 Unadjusted Datum is required for any purpose, the following equation should be used: NGVD29 Unadjusted = NAVD88 - 3.18' Basis of Bearings The Basis of Bearings is the North line of Section 7-T7N-R68W as bearing North 88° 53' 46" East, and monumented as shown on the Plat. The Northwest and Northeast Corners of said section being #6 rebar with 3 1 4" aluminum caps, both stamped with PLS 17497. 41.All stationing is based on centerline of roadways unless otherwise noted. 42.Damaged curb, gutter and sidewalk existing prior to construction, as well as existing fences, trees, streets, sidewalks, curbs and gutters, landscaping, structures, and improvements destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense, unless otherwise indicated on these plans, prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. 43.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the City of Fort Collins Construction Inspector before any cuts are made. Patching shall be done in accordance with the City of Fort Collins Street Repair Standards. The finished patch shall blend in smoothly into the existing surface. All large patches shall be paved with an asphalt lay-down machine. In streets where more than one cut is made, an overlay of the entire street width, including the patched area, may be required. The determination of need for a complete overlay shall be made by the Larimer County Engineer and/or the City of Fort Collins Inspector at the time the cuts are made. 44.Upon completion of construction, the site shall be cleaned and restored to a condition equal to, or better than, that which existed before construction, or to the grades and condition as required by these plans. 45.Standard Handicap ramps are to be constructed at all curb returns and at all "T" intersections. 46.After acceptance by the City of Fort Collins, public improvements depicted in these plans shall be guaranteed to be free from material and workmanship defects for a minimum period of two years from the date of acceptance. 47.The City of Fort Collins shall not be responsible for the maintenance of roadway and appurtenant improvements, including storm drainage structures and pipes, for the following private streets: N.A. 48.Approved Variances are listed as follows: 1) N/A CONSTRUCTION NOTES A. Grading and Erosion Control Notes 1.The erosion control inspector must be notified at least twenty-four (24) hours prior to any construction on this site. 2.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. 3.All required perimeter silt and construction fencing shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc). All other required erosion control measures shall be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 4.At all times during construction, the Developer shall be responsible for preventing and controlling on-site erosion including keeping the property sufficiently watered so as to minimize wind blown sediment. The Developer shall also be responsible for installing and maintaining all erosion control facilities shown herein. 5.Pre-disturbance vegetation shall be protected and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area(s) required for immediate construction operations, and for the shortest practical period of time. 6.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition by ripping or disking along land contours until mulch, vegetation, or other permanent erosion control BMPs are installed. No soils in areas outside project street rights-of-way shall remain exposed by land disturbing activity for more than thirty (30) days before required temporary or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed, unless otherwise approved by the City/County. 7.In order to minimize erosion potential, all temporary (structural) erosion control measures shall: a.Be inspected at a minimum of once every two (2) weeks and after each significant storm event and repaired or reconstructed as necessary in order to ensure the continued performance of their intended function. b.Remain in place until such time as all the surrounding disturbed areas are sufficiently stabilized as determined by the erosion control inspector. c.Be removed after the site has been sufficiently stabilized as determined by the erosion control inspector. 8.When temporary erosion control measures are removed, the Developer shall be responsible for the clean up and removal of all sediment and debris from all drainage infrastructure and other public facilities. 9.The contractor shall immediately clean up any construction materials inadvertently deposited on existing streets, sidewalks, or other public rights of way, and make sure streets and walkways are cleaned at the end of each working day. 10.All retained sediments, particularly those on paved roadway surfaces, shall be removed and disposed of in a manner and location so as not to cause their release into any waters of the United States. 11.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport by surface roughening, watering, and perimeter silt fencing. Any soil stockpile remaining after thirty (30) days shall be seeded and mulched. 12.The stormwater volume capacity of detention ponds will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the City/County or Homeowners Association (HOA). 13.City Ordinance and Colorado Discharge Permit System (CDPS) requirements make it unlawful to discharge or allow the discharge of any pollutant or contaminated water from construction sites. Pollutants include, but are not limited to discarded building materials, concrete truck washout, chemicals, oil and gas products, litter, and sanitary waste. The developer shall at all times take whatever measures are necessary to assure the proper containment and disposal of pollutants on the site in accordance with any and all applicable local, state, and federal regulations. 14.A designated area shall be provided on site for concrete truck chute washout. The area shall be constructed so as to contain washout material and located at least fifty (50) feet away from any waterway during construction. Upon completion of construction activities the concrete washout material will be removed and properly disposed of prior to the area being restored. 15.Conditions in the field may warrant erosion control measures in addition to what is shown on these plans. The Developer shall implement whatever measures are determined necessary, as directed by the City. 16.For additional information see separate Stormwater Management Plan / Erosion Control Report for CROWNE AT SUNIGA. 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 shall be latex 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.Latex paint 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. 16.Contractor is responsible for removing all anchors, posts, signs and/or delineators in Construction area. Contractor may keep the signs, or call the City Traffic Division to have them removed. 17.No “Reset” anchors, posts, signs, and/or delineators will be accepted. 18.All anchors, posts, signs, and/or delineators shall be new and be consistent with the LCUASS criteria. D. Storm Drainage Notes 1.The City of Fort Collins shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance of onsite drainage facilities shall be the responsibility of the property owner(s). 2.All recommendations of the Final Drainage Report Crowne at Suniga, dated November 17, 2023 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must 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 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. 4.See City of Fort Collins Stormwater Criteria Manual – Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. E. Utility Notes 1.All 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. Tracer wire shall be installed with the HDPE service, and shall extend up the curb stop. The curb stop shall be covered with a metal valve box and "water" lid per City Water Detail 11A. F.INFILL AND REDEVELOPMENT NOTE 1.Despite everyone's best efforts, it is impossible to fully display subsurface information prior to excavation. This is especially true in areas of infill and redevelopment. Unknown subsurface conditions can have cost and schedule implications. Prior to finalizing contract terms, it is strongly recommended that the Owner and General Contractor have a candid discussion to formulate a strategy for dealing with such circumstances when they arise. The process and procures should be in place prior to excavation. Allowances and contingencies can address the cost implications, but additional measures are required to deal with scheduling and factors impacting sequence of work. The Architect, Engineer(s), and Construction Surveyor should be made aware of the protocol for dealing with such unknown subsurface conditions prior to starting work. Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 CS3 CO N S T R U C T I O N N O T E S GE N E R A L & 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 G.STANDARD EROSION CONTROL NOTES (CITY OF FORT COLLINS) General Erosion Control Requirements These notes are a summary for the legal requirements, that are set forth in the Fort Collins Stormwater Criteria Manual (FCSCM), and that any conflict is resolved by the more stringent requirement controlling. 1.The Property Owner, Owner’s Representative, Developer, Design Engineer, General Contractor, Sub-contractors, or similar title for the developing entity (here after referred to as the Developer) has provided these Erosion Control Materials in accordance with Erosion Control Criteria set forth in the Manual as an attempt to identify erosion, sediment, and other potential pollutant sources associated with these Construction Activities and preventing those pollutants from leaving the project site as an illicit discharge. Full City requirements are outlined and clarified in the Manual under Chapter 4: Construction Control Measures and should be used to identify and define what is needed on a project. 2.The Developer shall make themselves thoroughly familiar with the provisions and the content of the specifications laid out in the Manual, the Development Agreement, the Erosion Control Materials compiled for this project, and the following notes as all these materials are applicable to this project. 3.The Developer shall implement and maintain Control Measures for all potential pollutants from the start of land disturbing activities until final stabilization of the construction site. 4.The City Erosion Control Inspector shall be notified at least twenty-four (24) hours prior to the desired start of any construction activities on this site to allow adequate time for on-site confirmation (initial inspection which can take up to two business days after receiving the request) that the site is in fact protected from sediment and pollutants discharges off site. Please contact erosion@fcgov.com early to schedule those Initial Erosion Control Inspections well in advance so that demolition, clearing, grubbing, tree removal, and scraping may begin without delay. Failure to receive an on-site confirmation before construction activities commence is an automatic “Notice of Violation” and can result in further enforcement actions. 5.The Developer shall proactively provide all appropriate Control Measures to prevent damage to adjacent downstream and leeward properties. This includes but is not limited to: trees, shrubs, lawns, walks, pavements, roadways, structures, creeks, wetlands, streams, rivers, and utilities that are not designed for removal, relocation, or replacement in the course of construction. 6.At all times the Developer shall be responsible to ensure adequate Control Measures are designed, selected, installed, maintain, repaired, replaced, and ultimately removed in order to prevent and control erosion suspension, sediment transportation, and pollutant discharge as a result of construction activities associated with this project. 7.All applicable Control Measures based upon the sequencing and/or phasing of the project shall be installed prior to those construction activities commencing. 8.As dynamic conditions (due to the nature, timing, sequence, and phasing of construction) in the field may warrant Control Measures in addition, or different, to what is shown on these plans, the Developer shall at all times be responsible to implement the Control Measures that are most effective with the current state and progress of construction. The Developer shall implement whatever measures are determined necessary, and/or as directed by the City Erosion Control Inspector. The Developer shall insure that all Erosion Control Plans (Maps) or SWMP documents are updated to reflect the current site conditions, with updates being initialed and dated. These site inspections and site condition updates shall be made available upon request by the City. 9.All listings, provisions, materials, procedures, activities, site work and the like articulated in this or other written site-specific documents (Including but not limited to the erosion control reports, development agreements, landscape, and drainage materials) shall meet or exceed the most restrictive language for City, County, State, and Federal regulations with regards to erosion, sediment, pollutant, and other pollution source Control Measures. The Developer shall be responsible to comply with all of these aforementioned laws and regulations. 10.The Developer shall ensure that all appropriate permits (CDPS General Permit Stormwater Discharges Associated with Construction Activity, Dewatering, Clean Water Act, Army Corps of Engineers’ 404 Wetlands Mitigation Permit, etc.) have been attained prior to the relevant activity has begun. These permits or copies shall be made available upon request by the City. 11.The Developer shall furnish all conveniences and assistances to aid the Erosion Control Inspectors of materials, workmanship, records, and self-inspections, etc. of the Control Measures involved in the construction activities. 12.The Developer shall request clarification of all apparent site construction issues that may arise due to inconsistencies in construction plans for the site or site conditions around the selected Control Measures by contacting the Erosion Control Inspector. The Erosion Control Inspector will not be responsible for any explanations, interpretations, or supplementary data provided by others. 13.All Control Measures shall be installed in accordance with the Manual. 14.The City reserves the right to require additional Control Measures as site conditions warrant, to the extent authorized by relevant legal authority. 15.As with any construction standards, occasions may arise where the minimum erosion control standards are either inappropriate or cannot be justified. In these cases, a variance to these standards may be applied for pursuant to the terms, conditions, and procedures of the Manual. 16.Inspection. The contractor shall inspect site pollutant sources and implement Control Measures at a minimum of once every two weeks during construction and within 24 hours following a precipitation event. Documentation of each inspection shall be recorded and retained by the contractor. 17.All temporary Control Measures shall be cleaned, repaired, or reconstructed as necessary in order to assure continual performance of their intended function. 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 drainage way. 18.Any Control Measure may be substituted for another standard Control Measure so long as that Control Measure is equal to, or of greater protection than the original Control Measure that was to be used in that location. (ex. silt fence, for wattles, or for compact berms) Wattle alone on commercial construction sites have shown to be an ineffective substitute for silt fence or compact berms unless it is accompanied by a construction fence to prevent vehicle traffic. 19.Any implementation or replacement of existing Control Measures for a non-standard control, or alternative Control Measure, shall require the review and acceptance by the City erosion control staff before the measure will be allowed to be used on this project. These Control Measures’ details shall be submitted, reviewed and accepted to be in accordance with the Erosion Control Criteria based upon the functionality and effectiveness in accordance with sound engineering and hydrological practices Land disturbance, Stockpiles, and Storage of Soils 20.There shall be no earth-disturbing activity outside the limits designated on the accepted plans. Off road staging areas or stockpiles must be preapproved by the City. Disturbances beyond these limits will be restored to original condition. 21.Pre-disturbance vegetation shall be identified, protected, and retained wherever possible. Removal or disturbance of existing vegetation shall be limited to the area required for immediate construction operations, and for the shortest practical period of time. This should include sequencing and phasing construction activities in a way so that the soil is not exposed for long periods of time by schedule or limit grading to small areas. This should also include when practical advancing the schedule on stabilization activities such that landscaping takes place shortly if not immediately after grading has occurred. Vegetation efforts shall start as soon as possible to return the site to a stabilized condition. Sensitive areas should avoid clearing and grading activities as much possible. 22.All exposed soils or disturbed areas are considered a potential pollutant and shall have Control Measures implemented on the site to prevent materials from leaving the site. 23.All soils exposed during land disturbing activity (stripping, grading, utility installations, stockpiling, filling, etc.) shall be kept in a roughened condition at all times by equipment tracking, scarifying or disking the surface on a contour with a 2 to 4 inch minimum variation in soil surface until mulch, vegetation, and/or other permanent erosion control is installed. 24.No soil stockpile shall exceed ten (10) feet in height. All soil stockpiles shall be protected from sediment transport through the use of surface roughening, watering, and down gradient perimeter controls. All soil stockpiles shall be protected from sediment transport by wind in accordance with Municipal Code §12-150. All stockpiles shall be flattened to meet grade or removed from site as soon as practical, and no later than the completion of construction activities or abandonment of the project. All off-site stockpile storage locations in City limits shall have a stockpile permit from the City Engineering Department prior to using the area to store material. If frequent access from hardscape to the stockpile is needed a structural tracking Control Measure shall be implemented. 25.All required Control Measures shall be installed prior to any land disturbing activity (stockpiling, stripping, grading, etc.). All of the required erosion Control Measures must be installed at the appropriate time in the construction sequence as indicated in the approved project schedule, construction plans, and erosion control report. 26.All inlets, curb-cuts, culverts, and other storm sewer infrastructure which could be potentially impacted by construction activities shall be protected with Control Measures. Material accumulated from this Control Measure shall be promptly removed and in cases where the protection has failed, the pipes shall be thoroughly cleaned out. 27.All streams, stream corridors, buffers, woodlands, wetlands, or other sensitive areas shall be protected from impact by any construction activity through the use of Control Measures. 28.All exposed dirt shall have perimeter control. Any perimeter controls that drain off or has the ability to be tracked onto the nearby hardscape shall have some form of effective sediment control as the, or as part of the, perimeter control. 29.All exposed slopes should be protected. All exposed steep slopes (Steeper than 3:1 H:V) shall be protected from erosion and sediment transport through use of Control Measures. 30.No soils shall remain exposed by land disturbing activity for more than thirty (30) days after activity has ceased before required temporary seeding or permanent erosion control (e.g. seed/mulch, landscaping, etc.) is installed. This is not just limited to projects that are abandoned; this includes any project that is temporarily halted and no immediate activity is to resume within the next thirty (30) days, unless otherwise approved by the City Erosion Control Inspector. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented with or until temporary seeding or permanent erosion control can be performed. 31.All individual lots shall have effective sediment controls located on the street side and any down gradient side. Typically most lots drain to the front yet on those cases where houses are along a pond or drainage swale have the lot drain in a different direction than the street, those individual lots will need protection on that down gradient side to prevent sediment from leaving the lot. See the Individual Lot Details for further clarification. Vehicle Tracking 32.At all points where vehicles exit or leave the exposed dirt area on to a hardscape or semi hardscape (concrete, asphalt, road base, etc.) shall have installed at least one structural tracking Control Measure to prevent vehicle tracking. All areas not protected by an adequate perimeter control shall be considered a point where vehicles exit the site. Access points should be limited to as few entrances as possible (All perimeter areas shall be protected from tracking activities). 33.In all areas that the structural tracking Control Measures fail to prevent vehicle tracking, collection and proper disposal of that material is required. All inlets located near access points and affected by tracking activities shall be prevented from the introduction of sediment into the drainage system. 34.City Municipal Code §20-62, among other things, prohibits the tracking, dropping, or depositing of soils or any other material onto city streets by or from any source. City Municipal Code, §26-498, among other things, prohibits the discharge of pollutants on public or private property if there is a significant potential for migration of such pollutant. Therefore, all tracked or deposited materials (intentional or inadvertent) are not permitted to remain on the street or gutter and shall be removed and legally disposed of by the Developer in a timely and immediate manner. Dirt ramps installed in the curb-lines are not exempt to these sections of code and shall not be permitted in the street right of way (public or private). 35.If repeated deposit of material occurs on a site, additional structural tracking controls may be required of the Developer by the City Erosion Control Inspector. Loading and Unloading Operations 36.The Developer shall apply Control Measure to limit traffic (site worker or public) impacts and proactively locate material delivered to the site in close proximity to the work area or immediately incorporated in the construction to limit operational impacts to disturbed areas, vehicle tracking, and sediment deposition that could impact water quality. Outdoor Storage or Construction Site Materials, Building Materials, Fertilizers, and Chemicals 37.Any materials of a non-polluting nature (steel, rock, brick, lumber, etc.) shall be inspected for any residue coming off the material during routine inspection and will generally be located where practical at least fifty (50) feet from any permanent or interim drainage ways. 38.Any high environmental impact pollutant materials that have a high likelihood to result in discharge when in contact with stormwater (lubricants, fuels, paints, solvents, detergents, fertilizers, chemical sprays, bags of cement mix, etc.) should not be kept on site where practical. When not practical, they should be stored inside (vehicle, trailer, connex, building, etc.) and out of contact with stormwater or stormwater runoff. Where not available, they shall be stored outside in a raised (high spots or on pallets), covered (plastic or tarped), and sealed (leak proof container) in secondary containment location. The secondary containment or other Control Measure shall be adequately sized, located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. Vehicle and equipment maintenance and fueling 39.Parking, refueling, and maintenance of vehicles and equipment should be limited in one area of the site to minimize possible spills and fuel storage areas. This area shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. All areas shall keep spill kits and supplies close. Significant Dust or Particulate generating Process 40.The property must be actively preventing the emission of fugitive dust at all times during construction and vegetation activities. All land disturbing activities that result in fugitive dust shall be in accordance with Municipal Code §12-150 to reduce the impacts to adjacent properties and community health. All required practices shall be implemented and additional ones shall be followed. These practices include watering the sites and discontinuing construction activities until the wind subsides as determined by any City Inspectors. Concrete truck / equipment washing, including the concrete truck chute and associated fixtures and equipment 41.All concrete and equipment washing shall use structural Control Measures appropriate to the volume of wash and frequency of use. These Control Measures shall be located, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These areas shall be clearly identified and protected from any wash from leaving the Control Measure. If frequent access from hardscape to the Control Measure is to occur, a structural tracking Control Measure shall be implemented. These Control Measures shall be frequently cleaned out. 42.The Developer is responsible for ensuring washing activity is taking place at the appropriate Control Measure and site workers are not washing or dumping wash water on to the dirt or other uncontrolled locations. Dedicated Asphalt and concrete batch plants 43.Dedicated asphalt and concrete batch plants are not acceptable on construction sites within the City of Fort Collins without an expressed written request and plan to reduce pollutants associated with that type of activity and approval by the City of Fort Collins specifically the Erosion Control Inspector. The Developer shall inform the erosion control inspection staff of any dedicated asphalt, or concrete batch plants that is to be used on site. Concrete Saw Cutting Materials 44.Saw cutting material shall be in accordance with Municipal Code §12-150 for air emissions and all water applications to the saw cutting shall prevent material from leaving the immediate site and be collected. These cutting locations, once dried, shall be swept and scraped of all material and shall have proper and legal disposal. Waste Materials Storage and Sanitary Facilities 45.Trash, debris, material salvage, and/or recycling areas shall be, where practical, at least fifty (50) feet from any permanent or interim stormwater structures or drainage ways and shall be monitored as part of the routine inspections. These facilities should be located out of the wind and covered as able. Where not able to cover, locating said areas on the side of other structures to reduce exposure to winds, and follow maximum loading guidelines as marked on the container. The Developer is required to practice good housekeeping to keep the construction site free of litter, construction debris, and leaking containers. 46.Sanitary facilities shall be prevented from tipping through the use of anchoring to the ground or lashing to a stabilized structure. These facilities shall also be located as far as practical from an inlet, curb cut, drainage swale or other drainage conveyances to prevent material transport from leaving the local area. This consists of the facility being located, where practical, at least fifty (50) feet from any permanent or interim drainage ways. Other Site Operations and Potential Spill Areas 47.Spills: For those minor spills that; are less than the State’s reportable quantity for spills, stay within the permitted area, and in no way threaten any stormwater conveyance, notify the City of Fort Collins Utilities by email at erosion@fcgov.com or phone (970) 817-4770. For any significant, major, or hazardous spills, notify the City of Fort Collins Utilities by phone only after Emergency Response (911) has been notified and is on route, County Health Department (LCDHE) has been notified through Larimer County Sheriff Dispatch (970) 416-1985, and the State Spill Hotline Incident Reporting have been contacted 1-877-518-5608. Written documentation shall be provided to the City within 5 days of the event. All spills shall be cleaned up immediately. 48.Selection of “plastic welded” erosion control blankets shall not be used in areas that wildlife, such as snakes, are likely to be located as these have proven to cause entrapment issues. Final stabilization and project completion 49.Any stormwater facilities used as a temporary Control Measure will be restored and storm sewer lines will be cleaned upon completion of the project and before turning the maintenance over to the Owner, Homeowners Association (HOA), or other party responsible for long term maintenance of those facility. 50.All final stabilization specifications shall be done in accordance with the Manual, Chapter 4: Construction Control Measures. 51.All disturbed areas designed to be vegetated shall be amended, seeded & mulched, or landscaped as specified in the landscape plans and per City of Fort Collins standards within 14 working days of final grading. 52.Soil in all vegetated (landscaped or seeded) areas, including parkways and medians shall comply with all requirements set forth in Sections 12-130 through 12-132 of the City Municipal Code, as well as Section 3.8.21 for the City Land Use Code. 53.All seeding shall refer to landscaping plans or the Erosion Control Plans for species mixture and application rates and depths requirements. 54.All seed shall be drilled where practical to a depth based upon the seed type. Broadcast seeding shall be applied at double the rate as prescribed for drill seeding and shall be lightly hand raked after application. Hydroseeding may be substituted for drill seeding on slopes steeper than 3(H):1(V) or on other areas not practical to drill seed and crimp and mulch. All hydroseeding must be conducted as two separate processes of seeding and tackification. 55.All seeded areas must be mulched within twenty-four (24) after planting. All mulch shall be mechanically crimped and or adequately applied tackifier. The use of crimped mulch or tackifier may require multiple re-applications if not properly installed or have weathered or degraded before vegetation has been established. Areas of embankments having slopes greater than or equal to 3H:1V shall be stabilized with an erosion mat or an approved equal measure to ensure seed will be able to germinate on the steep slopes. During a season when seeding does not produce vegetative cover, another temporary erosion control shall be implemented along with, or until, temporary seeding or permanent erosion control can be performed. 56.The Developer shall warranty and maintain all vegetative measures for two growing seasons after installation or until seventy percent (70%) vegetative cover has been established, whichever is longer and meets all the Criteria outlined in the Fort Collins Stormwater Criteria Manual Chapter 4: Construction Control Measures. 57.The Developer shall maintain, monitor, repair, and replace any and all applicable Control Measures until final stabilization has been obtained. All Control Measures must remain until such time as all upstream contributing pollutant sources have been vegetated or removed from the site. When any Control Measure is removed, the Developer shall be responsible for the cleanup and removal of all sediment and debris from that Control Measure. At the point at which the site has been deemed stabilized and verified by City Erosion Control Inspector, all temporary Control Measures can then be fully removed. All measures shall be removed within 30 days after final stabilization is achieved. 58.The responsible party shall maintain and keep current all payments or related forms of security for the Erosion Control Escrow until 1) stabilization has been reached and 2) all Control Measures and/or BMPs have sediment materials collected and the Control Measure removed from the site. At that time the site will be considered completed and any remaining Erosion Control Escrow shall be returned to the appropriate parties. EAST LARIMER COUNTY WATER DISTRICT GENERAL NOTES FOR CONSTRUCTION Version: 12/2/2021 The following information is condensed from the current "Standard Construction Specifications for Water Mains" (Specification) as adopted by the East Larimer County Water District ('ELCO' or 'District') and is to be considered as such. In the event of any conflict the full District Specification document shall take precedence over these general notes. 1.Standards and Specifications: Construction shall be per the District Specifications in effect at the start of construction. Material or equipment shall be manufactured per the most recent version of applicable industry standards. 2.Locates: Contractor shall coordinate field locates of all existing utilities prior to commencement of any construction and as required notify all affected utility companies prior to commencing construction. Cost of repairs to any utility damaged during District waterline installation shall be the responsibility of the Contractor. 3.Damage to Property: Contractor shall continuously maintain adequate protection from damage of all public and private property through which the work is done and shall be fully responsible for all costs associated with damage to any and all public and private property. 4.Safety: Contractor shall comply with any and all requirements and regulations as set forth by any local, City, County, State or Federal agency having applicable authority. 5.Landscaping Adjacent to District Waterlines: No landscaping (bushes, shrubs, trees or other plantings) that has a mature height of over 3 feet (3-ft) shall be placed within ten feet (10-ft) of any District waterline or appurtenance (distribution main, service line, fire hydrant, meter, etc.). Bushes or shrubs with a mature height of less than 3-ft shall be placed a minimum 5-ft from any District water line, service line or appurtenance. The District shall have the right to remove any landscaping that violates this standard, at any time such landscaping is discovered, and shall not be required to replace the removed landscaping. 6.Design Approval and Construction Start: No construction shall begin without prior design acceptance from ELCO. District shall be notified 48 hours in advance of starting construction or testing to allow for scheduling. 7.Permits: Contractor is responsible for obtaining all permits which may be required. For any permitting where the District must apply for a permit the Contractor shall coordinate, cover the cost and schedule the permit acquisition with the District. 8.Changes During Construction: No verbal authorization for field revision shall be given. All requests for such field revision shall be made in writing with the proposed change indicated on a copy of the signed design drawings. Any field revision approved and installed shall also be accurately documented on the As-Built Drawings. 9.Materials of Construction: a.Pipe: All water line piping shall be Polyvinyl Chloride (PVC), DR 18 (pressure class 235 psi) and manufactured in accordance with AWWA Standard C900-16, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fitting, 4-inch through 60-inch, ", or most recent version. b.Tracer Wire: All water piping shall be installed with a twelve (12) gauge solid copper wire, plastic coated, six hundred (600) volts, taped to top of pipe and surfaced at each hydrant into a tracer wire box. c.Pipe Joints: Pipe joints shall be made using an integral bell with an elastomeric gasket push-on type joint or using machined couplings of a sleeve type with rubber ring gaskets and machined pipe ends to form a push-on type joint. d.Materials and Installation: All materials installed shall be new and free of manufacturer defects or damage. e.Pipe Fittings: All fittings shall be ductile iron mechanical joint and manufactured in accordance with AWWA Standard C153, 250 psi rating. Fittings shall be furnished with fusion bonded epoxy exterior coating and interior lining. All fitting connections to valves, fire hydrants or other MJ type connections shall use foster adaptor type connectors. f.Gate Valves: Gate valves shall conform to AWWA Standard C509 with mechanical joint, 2" open left operating nut and resilient seat. g.Butterfly Valves: Butterfly valves shall be used for all valves 12-inches and larger and conform to AWWA Standard C504 with mechanical joint, 2" open left operating nut with resilient seat. h.Fire Hydrants: Hydrants shall conform to AWWA Standard C502, 1" square open-right operating nut with epoxy coated shoe. i.Pipe, Valve and Fitting Wrap: All ductile iron fittings, valves, fire hydrant shoes and plugs shall be poly-wrapped with 8-mil thick polyethylene plastic wrap, double layered, and ends securely taped prior to backfill. All fitting bolts shall be fluoropolymer coated ('blue bolt' type) with zinc caps installed. 10.Bedding: All pipe shall be bedded in 3/4" washed rock uniformly graded and compacted. Trench shall be excavated to a depth below established grade equal to 1/4 of pipe diameter (min. 4"). 1-1/2" uniformly graded washed rock shall be used for stabilization where needed. Bedding material shall be placed and compacted under and around sides of the pipe per the pipe manufacturer's installation recommendations. 11.Backfill: Backfill of acceptable material shall be placed in 'lifts' of uniform horizontal layers not to exceed 6-inches of compacted depth per lift. Minimum 18" of compacted backfill above pipe must be in place before rolling mechanical equipment type compaction is to be used. Backfill shall be compacted to 95% of optimum density in roadway areas or per road authority's requirements, and 90% in fields or non-road locations. Backfill compaction testing frequency shall be at least one test per 100-lineal feet of pipeline length and at varying depths and locations in accordance with the requirements of the applicable road authority or beginning 1.5-feet above top of pipe and at 1-foot increments to grade. 12.Joint Restraint: All fittings, tees, plugs and fire hydrants shall be provided with foster adaptor type and/or other mechanical joint restraint in accordance with District Specifications or as required per engineer's design. Thrust blocks shall be used only as required per field conditions and as approved or directed by the District field inspector. 13.Concrete: All concrete construction, including thrust blocks, shall be completed utilizing Type 5 or equal cement only. 14.Asphalt Replacement: For asphalt pavement that is cut and has been in place less than two years (according to City or County Engineer's record), the cut shall be a minimum of 20 feet in width and will be replaced to the specified depth by a paving machine. 15.Pipe Cover: Pipe cover of 4-1/2 to 5-1/2 feet over top of pipe shall be maintained throughout the waterline and service line installation, particularly in areas of new grading and drainage swales. Maximum allowable cover shall be 6 feet, unless specifically approved by the District. 16.Connection to Existing System: All connections to existing waterlines shall be completed at the developer's expense. 17.Inspection: The District shall have the authority to assign an inspector who shall inspect, check and verify that any and all work, including all materials to be incorporated in the work, excavation, bedding, backfill, testing and all construction methods and practices of the installed facilities is equal to or better than minimum construction requirements as set forth in the District's Specifications. 18.Testing: All lines shall be pressure tested, chlorinated and flushed by the Contractor in accordance with District Specifications and under the District's supervision. Upon passing chlorination testing, bacteriological testing will be completed by a State certified water quality control laboratory. Copies of all passing test results, including soils compaction in the area of water main construction, shall be provided to the District. 19.Preliminary Acceptance: Preliminary Acceptance shall be issued to the Owner when all project work is complete, tested and operational such that the infrastructure is ready to be accepted by the District. Documentation required prior to issuance of Preliminary Acceptance includes but is not limited to bacteriological test report, flushing report, hydrotest report, compaction testing reports with map of test locations, statement of water line installation costs, As-built drawings and Record Drawings. Following receipt, review and acceptance by the District of these and other documents as may be required per project specifics, the District will issue Preliminary Acceptance. 20.Project As-Built and Record Drawing Requirements: a.As-Built Drawings are compiled and maintained during construction by the Contractor and identify, in red ink, on-site changes to the original design. As-Built Drawings shall be delivered to the District (electronically in PDF format or otherwise as requested by the District) for acceptance and to the project's design engineer for creation of Record Drawings. b.Record Drawings are prepared by the project's design engineer and shall accurately reflect any change made in the field which varies from the accepted construction plans, as noted in the As-Built Drawings, including at a minimum, field dimensions and elevations, horizontal and vertical locations of underground utilities and appurtenances. The Contractor's surveyor shall survey in all fittings, valves, water service curb stops and other appurtenances so as to accurately document and create a final set of Record Drawings with water line, fitting and appurtenance locations that accurately represents the final, installed infrastructure. The Record Drawings shall be reviewed and accepted by the District prior to Preliminary Acceptance of the project. Record Drawings are to be delivered to the District in electronic format as Adobe (PDF), AutoCAD and ArcView shape files (release version to be confirmed with District at time of submittal). 21.Warranty: The Owner/Developer shall warrant all work associated with the waterline installation including, but not limited to the materials, installation workmanship and surface restoration for a period of two (2) years from date of Preliminary Acceptance. During this warranty period the Owner/Developer shall repair any defects in the work and maintain the work area. At the close of the two-year warranty period and upon satisfactory correction of any deficiencies noted, the District shall accept the constructed lines and appurtenances as the sole property and responsibility of the District. 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 60'' W 60'' W 60'' W 60'' W 60'' W T 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 4'' UD 4'' UD 4'' UD 4'' UD 4'' UD 8' ' S S 8' ' S S 10'' SS 10'' SS 10'' SS 10'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W F F F F F F 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS UG E UGE UGE UGE UG E UGE UGE UG E UG E UGE UG E UGE UGE UGE UGE UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W DFC NORTH FIELD LLC 981 LINDENMEIER ROAD W 60" W E E E E E E E E E EEEEE XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 60" W 60" W 60" W 60" W 60" W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO FO FO FO FO FO D D D D D D D D D D 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S EAST SUNIGA ROAD N O R T H L E M A Y A V E N U E LI N D E N M E I E R R O A D GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///// // / /// / /// / // / / // / / / / / / // / / // / // / / /// / // / / //////// /////////////// / ////// /// ///// /// ///// // // // // // // / / // // / / / // / / / / // /// / / // / / / / / // / / / / / / / / / / / /// / / / / / // / / / // // / / / / / // / /// / / / // / // / / // // / / / // / // / / / / / / / / // / / / // / / / / / / / / / / / / / / / / / / / / / / / / / // // / / / / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// 125' ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) EX-SSMH RIM = 4953.71 INV IN = 4947.36 (N) INV OUT = 4947.27 (S) EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-STRM MH RIM = 4952.17 INV IN = 4942.96 (S) INV OUT = 4942.91 (N) EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET GRATE = 4949.87 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) EXISTING CITY OF FORT COLLINS 24" PVC WATER MAIN EXISTING ELCO 12" PVC WATER MAIN REMOVE EXISTING MANHOLE RISER A3 NECCO BACKBONE RIM = 4950.62 BOTTOM OF BOX = 4941.50 EXISTING 2" VERTICAL PIPE REMOVE EX-INLET GRATE = 4947.90 INV OUT = 4947.90 (S) EX-INLET RIM = 4946.67 INV IN = 4941.87 (S) INV OUT = 4941.24 (N) EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) EXISTING UNDERGROUND ELECTRIC EX-INLET EXISTING CENTURY LINK FIBER-OPTIC UNDERGROUND LINE EXISTING FIRE HYDRANT EXISTING GREELEY 60" STEEL WATER LINE EXISTING AIR RELEASE VALVE REMOVE EXISTING 15" RCP FES INV = 4952.9 REMOVE EXISTING 15" RCP FES INV = 4952.9 REMOVE APPROXIMATELY 24' LF OF EXITING 15" RCP STORM DRAIN @ 0.00% REMOVE APPROXIMATELY 65 SF OF EXISTING RIP RAP REMOVE APPROXIMATELY 75 SF OF EXISTING DRIVE ENTRANCE & REPLACE w/ 30" VERTICAL CURB & GUTTER REMOVE APPROXIMATELY 2640 LF OF EXISTING FENCE 500-YEAR FLOODPLAIN EX-SSMH RIM = 4953.53 INV IN = 4948.36 (W) INV IN = 4947.38 (N) INV OUT = 4947.38 (S) APPROXIMATELY 25 LF OF 18" RCP EXISTING NECCO BACKBONE STORM LINE A4 EX-SSMH RIM = 4954.03 INV IN = 4948.61 (W) NV IN = 4947.74 (N) INV OUT = 4947.74 (S) APPROXIMATELY 19.21 LF OF EXITING 15" PVC SANITARY SEWER @ 0.10% EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% REMOVE APPROXIMATELY 10 LF OF 18" RCP 20 5 . 3 L F 1 8 " P V C @ 0 . 1 1 % 56 9 . 8 L F 1 8 " P V C @ 0 . 0 3 % 38 2 . 0 L F 1 5 " C L A Y @ 0 . 1 3 % 21 7 . 5 L F 1 5 " C L A Y @ 0 . 1 1 % EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) EX-SSMH RIM=4952.65 INV IN=4946.90 (N) INV IN=4947.48 (W) 8" INV OUT=4946.80 (S) EXISTING YIELD SIGN REMOVE EXISTING STOP SIGN REMOVE & REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT REMOVE & REPLACE APPROXIMATELY 1067 SF OF EXISTING ASPHALT REMOVE & REPLACE APPROXIMATELY 353 SF OF EXISTING ASPHALT SAW CUT SAW CUT SAW CUT REMOVE APPROXIMATELY 70' OF EXISTING 30" VERTICAL CURB & GUTTER REMOVE APPROXIMATELY 102 SF OF EXISTING SIDEWALK FOR PROPOSED PRIVATE STREET CONNECTION REMOVE APPROXIMATELY 30' OF EXISTING RAISED CURB & GUTTER. REMOVE APPROXIMATELY 3283 SF OF EXISTING ASPHALT & REPLACE WITH A RAISED MEDIAN SAW CUT REMOVE APPROXIMATELY 150 SF OF CONCRETE RUN DOWN REMOVE & REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT SAW CUT REMOVE & REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT SAW CUT APPROXIMATELY 93 LF OF 24" RCP SB-5 SB-6 APPROXIMATE LOCATION OF SUPPLEMENTAL BORING-5. GROUND WATER DEPTH WAS FOUND TO BE 8' BELOW EXISTING SURFACE. (SEE SUPPLEMENTAL GEOTECHNICAL SUBSURFACE EXPLORATION REPORT BY EEC.) (4951.030) (4950.133) APPROXIMATE LOCATION OF SUPPLEMENTAL BORING-6. GROUND WATER DEPTH WAS FOUND TO BE 8.25' BELOW EXISTING SURFACE. (SEE SUPPLEMENTAL GEOTECHNICAL SUBSURFACE EXPLORATION REPORT BY EEC.) EX1 DE M O L I T I O N P L A N EX I S T I N G C O N D I T I O N S & 4 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 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 EXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL 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 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. 6.LIMITS OF STREET REMOVAL AND REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE MADE IN ACCORDANCE WITH CITY STANDARDS EXISTING OVERHEAD UTILITY OHE EXISTING CONCRETE TO BE REMOVED NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 KEYMAP BUILDING 1000 E E E E E E G G G G XXXX XXXXX DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G T DFC NORTH FIELD LLC 981 LINDENMEIER ROAD EAST SUNIGA ROAD N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE LI N D E N M E I E R R O A D BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 R20' R3' R3' R3' R51' R20' R3' (TYP.) R10' (TYP.) R3' (TYP.) R20' R3' (TYP.) R20' (TYP.) R20' (TYP.) R3' (TYP.) R3' (TYP.) R3' (TYP.) R20' R3' R10' (TYP.) R20' R10' R2.5'R152' R178' R3' R25' R3' R3' R3' R10' R10' R3' R10' R20' R3' R3' R10' R20' R3' (TYP.) R10' (TYP.) R3' (TYP.) R3' R3' (TYP.) R10' (TYP.) R3' (TYP.) R5' R30' R15' R15' R10' R3' (TYP.) R10' 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 5' S I D E W A L K 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 5' S I D E W A L K 6' S I D E W A L K 5' S I D E W A L K 6 ' S I D E W A L K 5' SI D E W A L K E X I S T I N G 6 ' S I D E W A L K 17'8' 17' 9' 19' 9' 17' 9' R30' R50' R25' R3' (TYP.) 17' 8' 17' 8' 17'9' 19'9' 19' 11' 17'9' 17' 17'9' 17' 8' 9' 17' 17' 8' 9' 17' 9' 17' 17'8' 8'23' 23'8' 23'8' 23'8' 23'8' 17' 9' 17'9' 15' 8.5' 19' 9' 19' 9' 19' 9' 17' 9' 9' 17' 19' 12' 19' 8' 17' 19' 9' 19' 9' 19' 9' 26' D, U, EA EASEMENT 17'9' 26' D, U, EA EASEMENT 26' FL-FL DOG PARK 30' UTILITY EASEMENT E X I S T I N G 6 ' S I D E W A L K 26' D, U, EA EASEMENT R3' (TYP.) 23' 6' S I D E W A L K 5' S I D E W A L K R3' (TYP.) R10' (TYP.)R3' (TYP.) 5 ' S I D E W A L K 26' D, U, EA EASEMENT R3' (TYP.) 6' SIDEWALK BIKE RACK (TYP.) ADA PARKING (TYP.) 10' CONCRETE PAN 10' CONCRETE PAN 5' SIDEWALK BIKE RACK (TYP.) BIKE RACK (TYP.) ADA PARKING (TYP.) ADA PARKING (TYP.) ADA PARKING (TYP.) 2 2 2 2 2 2 3 3 125' ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) 26' FL-FL 24' FL-FL 24' FL-FL24' FL-FL 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT D, U, EA EASEMENT R3' (TYP.) 500-YR FLOODPLAIN DRAINAGE EASEMENT (WIDTH VARIES) D D D D D D DD D D D D D D D D D D D D D D D D D D D D D S D S S S S S 11' 2 2.5' OF ADDITIONAL ROW 20' FL-FL APPROXIMATELY 30' OF 30" VERTICAL CURB & GUTTER REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT REPLACE APPROXIMATELY 1067 SF OF EXISTING ASPHALT REPLACE APPROXIMATELY 353 SF OF EXISTING ASPHALT 10' UTILITY EASEMENT (UE) 10' UE 10' UE UTILITY EASEMENT (WIDTH VARIES) 10' UE 10' UE UTILITY EASEMENT (WIDTH VARIES) UTILITY EASEMENT (WIDTH VARIES) BIKE RACK (TYP.) VERTICAL CURB & GUTTER ALONG 9TH STREET TO BE BUILT BY NORTHFIELD DEVLOPMENT. PLEASE SEE NORTHFIELD PLANS FOR DETAILS. 5 R3' COMMUNITY POOL R20' R20'R20' R25' R6' APPROXIMATELY 198' OF RAISED MEDIAN 4' CONCRETE CULVERT & CONCRETE RUNDOWN 15.19' R945.66' R1106.1' 30' DRAINAGE EASEMENT STREET LIGHT (TYP.) GAS METER (TYP.) REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT & CURB & GUTTER REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT 17'9' ADA PARKING (TYP.) 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT R2'R25' R25' TRACT A D, U, EA TRACT A D, U, EA 10' UE 12' 12' 19' 24' 25' 26' R20' COVERED PARKING STALLS 28' COVERED PARKING STALLS COVERED PARKING STALLS 15' 24' 24' 4 4 1 1 1 1 11 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 HC1 HO R I Z O N T A L C O N T R O L P L A N 5 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 ) 0 1 INCH = 50 FEET 50 50 100 150 SITE SIGN LEGEND 1 RESERVED PARKING 2 P0TS 3 4 FIRE LANE NO PARKING STANDARD FIRE LANE SIGN DETAIL (FORT COLLINS ONLY) BY ORDER OF THE FIRE MARSHAL EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.PAVEMENT MARKINGS SHALL BE PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 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 LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 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 LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS) 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.ALL ATTACHED SIDEWALKS ARE 6' MEASURED FROM FLOW LINE UNLESS OTHERWISE NOTED. 8.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 9.ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 10.ALL PARKING STRIPE SHALL BE 4" WHITE OR PER MUTCD. 11.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 12.LIMITS OF STREET REMOVAL AND REPAIR ARE APPROXIMATE. FINAL LIMITS TO BE DETERMINED IN THE FIELD BY CITY ENGINEERING INSPECTOR AT THE TIME THE STREET CUTS ARE MADE. ALL REPAIRS TO BE MADE IN ACCORDANCE WITH CITY STANDARDS. 13.FIRE LANES SHALL BE FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 18" OUTFALL VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT LIGHT DUTY PAVING 18" INFLOW VERTICAL CURB & GUTTER LEGEND: CONCRETE PAVING EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) HEAVY DUTY PAVING STANDARD ACCESS RAMP S DIRECTIONAL ACCESS RAMP D 5 KEYMAP 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 60'' W 60'' W 60'' W 60'' W 60'' W T 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 42'' W 4'' UD 4'' UD 4'' UD 4'' UD 4'' UD 8' ' S S 8' ' S S 10'' SS 10'' SS 10'' SS 10'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W F F F F F F 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS UG E UGE UGE UGE UG E UGE UGE UG E UG E UGE UG E UGE UGE UGE UGE UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UG E UG E UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W W 60" W E E E E E E E E E EEEEE 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 60" W 60" W 60" W 60" W 60" W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO FO FO FO FO FO D D D D D D D D D 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E E E E E E G G G G XXXX XXXXX DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W S S S S S S F F F S E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E EE E E E E F W 8" W 8" W 8" W8" W8" W8" W8" W 8" W F W FW E E EE E E E E EEE MONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ON OTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTEU CTILEIRO N RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPO LLTEUCTILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATERW AYS U TSALPOLYND D D ONOT POLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYN D D D ONOTPOLLTEU CTILEIRO NRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPO LLTEUCTILEIRONRAINST OWATERWAYS U TSALPOLY ND D D ONOTPOLLTE UCTILEIRO NRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWA YS U IR TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRONRAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D ONOTP OLLTEUCT ILEI RONRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRO NRAINS TOWATE RWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRO NRAINS TOWATE RWAYS U T SALPOL YND D D ON OTPOLL TEUCTILEIRONRAIN STOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOLY ND D D ON OTPOLL TEUCTILEIRONRAIN STOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOTPOLLT EUCTILEIRONRAIN STOWA TERWAYS U TSALPOLYN D D D ONO TPOLLT E UCTILEIRONRAIN STOWA TERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRON RAINST OWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D O NOTPOL LTE UCTILEIRO N RAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD EAST SUNIGA ROAD N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE LI N D E N M E I E R R O A D EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-STRM MH RIM = 4952.17 INV IN = 4942.96 (S) INV OUT = 4942.91 (N) EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET EX. GRATE = 4949.87 PROP. GRATE = 4955.7 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) EXISTING 2" VERTICAL PIPE STMH INV IN = 4941.48 (W) INV OUT = 4941.28 (S) EX-INLET RIM = 4946.67 INV IN = 4941.87 (S) INV OUT = 4941.24 (N) EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) 125' ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) EX-INLET EXISTING CENTURY LINK FIBER-OPTIC UNDERGROUND LINE EXISTING FIRE HYDRANT 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) EXISTING GREELEY 60" STEEL WATER LINE EXISTING AIR RELEASE VALVE 500-YEAR FLOODPLAIN BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 DOG PARK CONNECT TO EX-SSMH RIM = 4953.71 INV IN = 4947.36 (N) INV OUT = 4947.27 (S) EX-SSMH RIM = 4952.70 INV IN = 4947.11 (N) INV OUT = 4947.01 (S) EX-SSMH RIM = 4953.53 INV IN = 4948.36 (W) INV IN = 4947.38 (N) INV OUT = 4947.38 (S) EX-SSMH RIM = 4954.03 INV IN = 4948.61 (W) NV IN = 4947.74 (N) INV OUT = 4947.74 (S) APPROXIMATELY 19.21 LF OF EXITING 15" PVC SANITARY SEWER @ 0.10% AREA INLET (TYP.) STORM DRAIN MANHOLE (TYP.) 30' UTILITY EASEMENT WATER QUALITY BASIN w/ WEIR FIRE SERVICE (TYP.) WATER SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SEWER MANHOLE (TYP.) CONNECT TO EXISTING 12" ELCO WATER LINE CONNECT TO EXISTING 15" SANITARY SEWER INSTALL MANHOLE ELECTRICAL TRANSFORMER (TYP.) EXISTING CITY OF FORT COLLINS 24" PVC WATER MAINEXISTING ELCO 12" PVC WATER MAIN EXISTING FIRE HYDRANT FIRE HYDRANT (TYP.) EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' FL-FL 26' FL-FL 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT D, U, EA EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 20 5 . 3 L F 1 8 " P V C @ 0 . 1 1 % 56 9 . 8 L F 1 8 " P V C @ 0 . 0 3 % 38 2 . 0 L F 1 5 " C L A Y @ 0 . 1 3 % 21 7 . 5 L F 1 5 " C L A Y @ 0 . 1 1 % EX-SSMH RIM=4952.65 INV IN=4946.90 (N) INV IN=4947.48 (W) 8" INV OUT=4946.80 (S) EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) WATER SERVICE (TYP.) WATER METER (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) STORM DRAIN FOR ROOF LEADER CONNECTIONS FIRE HYDRANT (TYP.) 2.5' ADDITIONAL ROW 2.5' ADDITIONAL ROW 10' MIN. SEPARATION ELECTRICAL TRANSFORMER (TYP.) STORM DRAIN FOR ROOF LEADER CONNECTIONS STORM DRAIN FOR ROOF LEADER CONNECTIONS 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) STORM DRAIN FOR ROOF LEADER CONNECTIONS VERTICAL CURB & GUTTER ALONG 9TH STREET TO BE BUILT BY NORTHFIELD DEVLOPMENT. PLEASE SEE NORTHFIELD PLANS FOR DETAILS. 10' UTILITY EASEMENT (UE) 10' UE 10' UE 10' UE UTILITY EASEMENT (WIDTH VARIES) 10' UE 10' UE UTILITY EASEMENT (WIDTH VARIES) UTILITY EASEMENT (TYPICAL ALL TRANSFORMERS) 10' UE ELECTRIC LINE (TYP.) 4' CONCRETE CULVERT & RUNDOWN. CONNECT TO EXISTING 12" ELCO WATER LINE CONNECT TO EXISTING 12" ELCO WATER LINE WATER QUALITY BASIN w/ WEIR 24" RCP STORM DRAIN 18" RCP STORM DRAIN STORMTECH MC-7200 SYSTEM ISOLATOR ROW CHAMBERS = 86 ISOLATOR ROW END CAPS = 4 NON-ISOLATOR ROW CHAMBERS = 444 NON-ISOLATOR ROW END CAPS = 60 TOTAL NUMBER OF CHAMBERS = 530 TOTAL NUMBER OF END CAPS = 64 FIRE SERVICE (TYP.) STORM DRAIN FOR ROOF LEADER CONNECTIONS AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT EXISTING NECCO BACKBONE STORM LINE A4 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA TRACT A D, U, EA 12" WATER MAIN STUB & CAP 10' UE TRAFFIC RATED CURB STOP TRAFFIC RATED CURB STOP FIRE SERVICE (TYP.) WATER SERVICE (TYP.) 10' 9.76' 6' 6' 6' 16.48'10.15' 12.78' SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 WATER LINE B SEE SHEET WT2 SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ST2 STORM LINE B SEE SHEET ST3 STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 STORM LINE C1 SEE SHEET ST7 STORM LINE P SEE SHEET ST7 STORM LINE E SEE SHEET ST9 STORM LINE D SEE SHEET ST9 STORM LINE F SEE SHEET ST10 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE N SEE SHEET ST10 SANITARY LINE B SEE SHEET SS2 SANITARY SERVICE BUILDING (6000) SEE SHEET SS3 STORM LINE L SEE SHEET ST14 10' Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 OU1 OV E R A L L U T I L I T Y P L A N 6 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 ) 0 1 INCH = 50 FEET 50 50 100 150 8" SS 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 EAST LARIMER COUNTY WATER DISTRICT, WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN 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 MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 9.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. 10.ALL WATER SERVICES SHALL BE 2" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE 8" W EXISTING WATER MAIN PROPOSED 8" 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 TF EXISTING FIBER-OPTIC PEDESTAL PROPOSED TRANSFORMER 12" WPROPOSED 12" WATER MAIN FPROPOSED FIRE SERVICE EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) KEYMAP 8' ' S S 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W F F F F 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS 8' ' S S UG E UGE UGE UGE UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE UGE UG E UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W E 24 " W 24 " W 24 " W 24 " W FO FO FO D 15 " S S 15 " S S 15 " S S 18 " S S 18 " S S E E E G XXXX DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W S S F F S E E E E E E E E E E E E E E E E E E E F EE E TF TF TF TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATER WAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATERW AYS U TSALPOLYND D D ONO TPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U IR TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINS TOWATER WAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONR AINSTO WATERWAY S U TSALPOLYND D D ONOT POLLTE UCTILEIRO NRAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD 125' ROW 303.41 LF 8" PVC @ 0.45% N O R T H L E M A Y A V E N U E LI N D E N M E I E R R O A D BUILDING 3000 BUILDING 5000 26' FL-FL 26' FL-FL 2.5' ADDITIONAL ROW 21 7 . 5 L F 1 5 " C L A Y @ 0 . 1 1 % 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA TRACT A D, U, EA EX-SSMH RIM = 4953.71 INV IN = 4947.36 (N) INV OUT = 4947.27 (S) EXISTING UNDERGROUND ELECTRIC EXISTING FIRE HYDRANT EX-SSMH RIM = 4953.53 INV IN = 4948.36 (W) INV IN = 4947.38 (N) INV OUT = 4947.38 (S) APPROXIMATELY 19.21 LF OF EXITING 15" PVC SANITARY SEWER @ 0.10% EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) EXISTING CITY OF FORT COLLINS 24" PVC WATER MAIN EXISTING ELCO 12" PVC WATER MAIN 500-YEAR FLOODPLAIN STORM DRAIN (TYP.) STORM DRAIN MANHOLE (TYP.) WATER SERVICE (TYP.) ELECTRICAL TRANSFORMER (TYP.) EX-SSMH A STA 10+00.00 N: 1462242.01 E: 3123614.53 SSMH A1 STA 13+82.88 N: 1462240.15 E: 3123997.41 37.95 LF 8" PVC @ 0.45% 41.52 LF 8" PVC @ 0.45% 8''X8'' SERVICE TEE (POOL) STA 13+03.41 N: 1462240.54 E: 3123917.94 8''x8'' SERVICE TEE (BLDG 5000) STA 13+44.93 N: 1462240.34 E: 3123959.46 21.00 LF 8" PVC @ 2.00% 48.93 LF 8" PVC @ 2.45% 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 EX - S S M H A ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 3 . 3 ± IN V . I N 4 9 4 7 . 3 6 ( N ) IN V . I N 4 9 4 8 . 9 9 ( E ) IN V . O U T 4 9 4 7 . 2 7 ( S ) 303.41 LF 8" PVC @ 0.45% SS M H A 1 ST A 1 3 + 8 2 . 8 8 RI M 4 9 5 5 . 5 ± IN V . O U T 4 9 5 0 . 7 2 ( W ) 12" PVC WATER STA.=10+30.69 TOP=4947.25 48" RCP STORM STA.=10+84.71 INV.=4943.45 14" 33" 18" 76.43 LF 12" STEEL CASING @ 0.45% 24" PVC WATER STA.=10+58.94 TOP=4946.51 FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 22"37.95 LF 8" PVC @ 0.45% 8' ' x 8 ' ' S E R V I C E T E E ( B L D G 5 0 0 0 ) ST A 1 3 + 4 4 . 9 3 IN V . 4 9 5 0 . 5 5 ( E ) IN V . 4 9 5 0 . 7 1 ( N ) IN V . 4 9 5 0 . 5 5 ( W ) 24" HDPE STORM STA.=12+21.67 INV.=4946.68 6" HDPE STORM STA.=13+13.40 INV.=4948.80 12" PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION 8" PVC STORM STA.=12+04.68 INV.=4947.09 25" NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING HAVE BEEN UPDATED TO REFLECT THIS INFORMATION. 2)SANITARY SEWER SERVICE TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OD STORM LATERAL A4 8' ' X 8 ' ' S E R V I C E T E E ( P O O L ) ST A 1 3 + 0 3 . 4 1 IN V . 4 9 5 0 . 3 6 ( E ) IN V . 4 9 5 0 . 3 6 ( S ) IN V . 4 9 5 0 . 3 6 ( W ) 41.52 LF 8" PVC @ 0.45% SS1 PL A N & P R O F I L E SA N I T A R Y L I N E A 7 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY LINE A Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 8" W EXISTING 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 THE CITY OF FORT COLLINS WASTEWATER DESIGN CRITERIA, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.BLUE BOARD INSULATION IS REQUIRED FOR ANY SANITARY SEWER LINE OR SERVICE THAT HAS LESS THAN 4' OF COVER. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE 8" SS PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED INLET PROPOSED WATER SERVICE PROPOSED 8" WATER MAIN 12" WPROPOSED 12" WATER MAIN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP SS1 SS2 SS3 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 8' ' S S 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 10'' SS 8' ' W 8' ' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W F UG E UG E UG E UGE UGE UGE UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D W E 24 " W 24 " W 24 " W 12 " W 12 " W 12 " W 12 " W FO FO FO D D D D D S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E E G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W S S S E E E E E E E E E E E E F W 8" W 8" W 8" W8" W8" W8" W8" W 8" W FW E E E E E EEE MONITORING WE L L TRAFFIC RATED TF TF TF TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAINS TOWATERW AYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAINS TOWATERW AYS U TSALPOLYND D D ON OTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYND D D O NOTPOLLT EUCTILEIRONRAIN STOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWA YS U TSALPOLYND D D ONOTPOLL TE UCTILEI RONRAINS TOWAT ERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRONRAIN STOWA TERWAYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAIN STOWA TERWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRON RAINS TOWATER WAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRA INSTO WATERWAY S U TSALPOLYND D D ONOTPOLLTE UC TILEIR ONRAINS TOWATE RWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON R AINSTOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAI NSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRA INST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRONRAINSTOWATERWAYS U LI N D E N M E I E R R O A D 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) 56 9 . 8 L F 1 8 " P V C @ 0 . 0 3 % 129.72 LF 8" PVC @ 1.33% 69.24 LF 8" PVC @ 0.45% 284.14 LF 8" PVC @ 0.45% N O R T H L E M A Y A V E N U E BUILDING 1000 BUILDING 2000 30' UTILITY EASEMENT D, U, EA EASEMENT (WIDTH VARIES)2.5' ADDITIONAL ROW 30' ELCO NON-EXCLUSIVE EASEMENT EX-SSMH RIM = 4952.70 INV IN = 4947.11 (N) INV OUT = 4947.01 (S) EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET GRATE = 4947.87 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) EXISTING CITY OF FORT COLLINS 24" PVC WATER MAIN EXISTING ELCO 12" PVC WATER MAIN EXISTING 2" VERTICAL PIPE EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) EXISTING CENTURY LINK FIBER-OPTIC UNDERGROUND LINE EXISTING AIR RELEASE VALVE EXISTING NECCO BACKBONE STORM LINE A4 EX-SSMH RIM=4952.65 INV IN=4946.90 (N) INV IN=4947.48 (W) 8" INV OUT=4946.80 (S) CONNECT TO EXISTING 18" SANITARY SEWER AREA INLET (TYP.) FIRE HYDRANT (TYP.) ELECTRICAL TRANSFORMER (TYP.) SSMH B STA 10+00.00 N: 1462009.92 E: 3123612.72 SSMH B1 STA 12+21.49 N: 1462009.92 E: 3123834.21 SSMH B3 STA 15+80.86 N: 1461940.68 E: 3124124.35 SSMH B2 STA 12+90.73 N: 1461940.68 E: 3123834.21 86.76 LF 8" PVC @ 1.33%6.00 LF 8" PVC @ 0.45% 15.00 LF 8" PVC @ 2.00% 15.00 LF 8" PVC @ 0.50% 5.00 LF 8" PVC @ 1.33% 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SS M H B 2 ST A 1 2 + 9 0 . 7 3 RI M 4 9 5 8 . 1 ± IN V . I N 4 9 5 1 . 1 6 ( E ) IN V . O U T 4 9 5 0 . 9 6 ( N ) 284.14 LF 8" PVC @ 0.45% SS M H B 3 ST A 1 5 + 8 0 . 8 6 RI M 4 9 5 7 . 5 ± IN V . O U T 4 9 5 2 . 4 7 ( W ) SS M H B 1 ST A 1 2 + 2 1 . 4 9 RI M 4 9 5 6 . 1 ± IN V . I N 4 9 5 0 . 6 5 ( S ) IN V . O U T 4 9 5 0 . 4 5 ( W ) 69.24 LF 8" PVC @ 0.45% SS M H B ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 2 . 6 ± IN V . I N 4 9 4 6 . 7 9 ( N ) IN V . I N 4 9 4 7 . 5 1 ( E ) IN V . O U T 4 9 4 6 . 7 9 ( S ) 48" RCP STORM STA.=10+86.05 INV.=4942.60 12" PVC WATER STA.=10+30.42 TOP=4947.09 13"19" 32" 24" PVC WATER STA.=10+60.12 TOP=4947.18 FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 10" 86.76 LF 8" PVC @ 1.33% 8' ' X 8 ' ' S E R V I C E T E E ( B L D G 3 0 0 0 ) ST A 1 1 + 3 4 . 7 2 IN V . 4 9 4 9 . 3 0 ( E ) IN V . 4 9 4 9 . 3 0 ( N ) IN V . 4 9 4 9 . 3 0 ( W ) 129.72 LF 8" PVC @ 1.33% 8' ' X 8 ' ' S E R V I C E T E E ( B L D G 2 0 0 0 ) ST A 1 5 + 7 4 . 8 6 IN V . 4 9 5 2 . 4 4 ( E ) IN V . 4 9 5 2 . 4 4 ( S ) IN V . 4 9 5 2 . 4 4 ( W ) 6.00 LF 8" PVC @ 0.45% 10" HDPE STORM STA.=10+95.18 INV.=4951.02 12" HDPE STORM STA.=11+86.23 INV.=4952.18 18" 17" PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION 8" PVC STORM STA.=12+06.49 INV.=4948.01 NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING HAVE BEEN UPDATED TO REFLECT THIS INFORMATION. 2)SANITARY SEWER SERVICE TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OD STORM LATERAL A4 5.00 LF 8" PVC @ 1.33% 8' ' X 8 ' ' S E R V I C E T E E ( B L D G 1 0 0 0 ) ST A 1 1 + 2 9 . 7 2 IN V . 4 9 4 9 . 2 3 ( E ) IN V . 4 9 4 9 . 2 3 ( S ) IN V . 4 9 4 9 . 2 3 ( W ) 18" SS2 PL A N & P R O F I L E SA N I T A R Y L I N E B 8 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY LINE B Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 8" W EXISTING 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 THE CITY OF FORT COLLINS WASTEWATER DESIGN CRITERIA, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.BLUE BOARD INSULATION IS REQUIRED FOR ANY SANITARY SEWER LINE OR SERVICE THAT HAS LESS THAN 4' OF COVER. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE 8" SS PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED INLET PROPOSED WATER SERVICE PROPOSED 8" WATER MAIN 12" WPROPOSED 12" WATER MAIN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP SS1 SS2 SS3 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W 2'' W 2'' W 2'' W F F 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS UGE UGE UG E UG E UGE UG E UGE UGE UGE UG E UG E UG E UG E UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE UGE UGE 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W E E E E E E 24 " W 24 " W 24 " W 24 " W FO FO FO FO D 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S E E G G DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDSDSDS 8" W 8" W 8" W 8" W S F E E E E E E EE W TF TF TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRONRAI NSTOWATER WAYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAIN STOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D ON OTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWA YS U N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE 38 2 . 0 L F 1 5 " C L A Y @ 0 . 1 3 % 21 7 . 5 L F 1 5 " C L A Y @ 0 . 1 1 % 118.35 LF 4" PVC @ 2.00% LI N D E N M E I E R R O A D BUILDING 6000 STORM DRAIN MANHOLE (TYP.) 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 2.5' ADDITIONAL ROW 30' ELCO NON-EXCLUSIVE EASEMENT EX-SSMH RIM = 4954.03 INV IN = 4948.61 (W) NV IN = 4947.74 (N) INV OUT = 4947.74 (S)EXISTING CITY OF FORT COLLINS 24" PVC WATER MAIN EXISTING ELCO 12" PVC WATER MAIN STORM DRAIN (TYP.) FIRE SERVICE (TYP.) WATER SERVICE (TYP.) WATER METER (TYP.) CONNECT TO EXISTING 15'' SANITARY SEWER STA 10+00.00 N: 1462558.79 E: 3123618.00 SANITARY SERVICE (BUILDING 6000) STA 11+18.35 N: 1462558.22 E: 3123736.35 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 118.35 LF 4" PVC @ 2.00% 48" RCP STORM STA.=10+82.64 INV.=4945.77 12" PVC WATER STA.=10+28.75 TOP=4948.23 CO N N E C T T O E X I S T I N G 1 5 ' ' S A N I T A R Y S E W E R ST A 1 0 + 0 0 . 0 0 IN V . 4 9 4 7 . 8 6 ( N ) IN V . 4 9 4 9 . 3 4 ( E ) IN V . 4 9 4 7 . 8 6 ( S ) SA N I T A R Y S E R V I C E ( B U I L D I N G 6 0 0 0 ) ST A 1 1 + 1 8 . 3 5 IN V . 4 9 5 1 . 7 1 ( W ) 17" NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING HAVE BEEN UPDATED TO REFLECT THIS INFORMATION. 2)SANITARY SEWER SERVICE TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OD STORM LATERAL A4 20"34" 10" FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 24" PVC WATER STA.=10+56.51 TOP=4947.66 37" 8" HDPE STORM STA.=11+05.05 INV.=4949.34 PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION SS3 PL A N & P R O F I L E SA N I T A R Y S E R V I C E ( B U I L D I N G 6 0 0 0 ) 9 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 PROFILE SCALE: SANITARY SERVICE (BUILDING 6000) Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 8" W EXISTING 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 THE CITY OF FORT COLLINS WASTEWATER DESIGN CRITERIA, LATEST EDITION. 3.MANHOLE RIM ELEVATIONS ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 4.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 5.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 6.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 7.BLUE BOARD INSULATION IS REQUIRED FOR ANY SANITARY SEWER LINE OR SERVICE THAT HAS LESS THAN 4' OF COVER. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE 8" SS PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED INLET PROPOSED WATER SERVICE PROPOSED 8" WATER MAIN 12" WPROPOSED 12" WATER MAIN CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP SS1 SS2 SS3 10'' SS 10'' SS 8'' SS 8'' SS 8'' W 8'' W F F 8'' SS 8'' SS UGE UGE 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W E E E E 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 12 " W FO FO FO FO FO FO FO D 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S S 18 " S S 18 " S S 18 " S S E E E E G G G XXXX XXXXX DS DS DS DS DS DSDSDS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W S S S F F S E E E E E E E E E E E E E E E E E E E E E EE E E E E F E E EE E E E E EEE TF TF TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATE RWAYS U TSAL P OLYND D D ONOT POLLTE UCTILEIRON RAINSTO WATERWAYS U TSA LPO LYND D D ONOT POLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWA YS U TSALPOLYN D D D ONOTPOLLTEUCTI LE IRONRAINSTO WATERWAYS U TSALPOLYND D D ONOT POLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYN D D D ONOTP OLLTEUCT ILEI RONRAINSTO WATERWAYS U IR TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINSTO WATERWAYS U TS ALPOL YND D D ON OTPOLL TE UCTI LE IRONRAINS TOWAT ERWAYS U TS ALPOL YND D D ON OTPOLL TEUCTI LE IRONRAINS TOWAT ERWAYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAIN STOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLT EUCTILEIRONRAI NSTOW ATERWAYS U TSALPOLYND D D ONOTPOLLTEUC TILEIR ONRAINS TOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAINS TOWATERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE LI N D E N M E I E R R O A D BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 DOG PARK TRACT A D, U, EA TRACT A D, U, EA STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE E SEE SHEET ST9 STORM LINE D SEE SHEET ST9 STORM LINE F SEE SHEET ST10 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE N SEE SHEET ST10 STORM LINE L SEE SHEET ST14 125' ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 30' UTILITY EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 2' ADDITIONAL ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 10' UE 10' UE 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 10' UE 500-YEAR FLOODPLAIN EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) UTILITY EASEMENT (WIDTH VARIES) STORMTECH MC-7200 SYSTEM EXISTING NECCO BACKBONE STORM LINE A4 STA. 16+07.90 6"x12" TEE w/ MRJ 1 - 6" GV (N) 1 - 12" BFV (E) 1 - FH ASSEMBLY (N) N:1462323.27 E:3124236.61 STA. 10+00.00 12"x12" TEE w/ MRJ 1 - 12" BFV (E) CONNECT TO EXISTING WATER LINE N:1462260.14 E:3123645.31 STA. 10+12.16 BEGIN WATER LINE LOWERING N:1462260.14 E:3123657.47 STA. 10+73.65 END WATER LINE LOWERING N:1462260.14 E:3123718.96 STA. 12+03.74 END WATER LINE LOWERING N:1462260.14 E:3123849.05 STA. 13+00.00 1 - 12" BFV N:1462260.14 E:3123945.31 STA. 12+50.00 1 - 12" ARV N:1462260.14 E:3123895.31 STA. 14+75.99 22.50° BEND w/ MRJ N:1462260.14 E:3124121.30 STA. 11+25.00 1 - 12" ARV N:1462260.14 E:3123770.31 STA. 11+73.90 8"x12" TEE w/ MRJ 1 - 12" BFV (W) 2 - 8" GV (N,S) N:1462260.14 E:3123819.21 STA. 11+76.33 BEGIN WATER LINE LOWERING N:1462260.14 E:3123821.64 STA. 15+03.18 6"x12" TEE w/ MRJ 1 - 6" GV (S) N:1462270.10 E:3124146.60 STA. 15+15.28 11.25° BEND w/ MRJ N:1462274.54 E:3124157.85 STA. 16+16.45 CAPPED WATER LINE END N:1462327.77 E:3124243.89 4925 4930 4935 4940 4945 4950 4955 4960 4965 4970 4925 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 12" PVC 12" PVC 12" PVC 12" P V C 12" PVC 12" PVC 12" PVC ST A . 1 0 + 1 2 . 2 44 . 8 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 5 0 ST A . 1 0 + 1 9 . 0 45 ° V E R T I C A L B E N D T. O . P . = 4 9 4 1 . 6 1 ST A . 1 0 + 6 4 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 1 . 6 1 ST A . 1 0 + 7 3 . 7 44 . 9 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 8 8 ST A . 1 4 + 8 1 . 8 0. 6 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 9 6 ST A . 1 4 + 9 9 . 1 0. 4 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 9 6 ST A . 1 1 + 8 1 . 7 45 . 2 ° D E F L E C T I O N T. O . P . = 4 9 4 5 . 1 4 ST A . 1 2 + 0 0 . 1 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 5 . 1 4 ST A . 1 2 + 0 3 . 7 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 8 1 ST A . 1 1 + 2 5 . 0 0. 6 ° D E F L E C T I O N T. O . P . = 4 9 5 1 . 0 0 ST A . 1 1 + 7 6 . 3 44 . 9 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 5 8 50.0' DEF. ST A . 1 5 + 3 9 . 2 3 T. O . P . = 4 9 4 6 . 6 8 ST A . 1 5 + 8 9 . 2 3 T. O . P . = 4 9 4 5 . 5 4 (@ 0.7°) 100.0' DEF. ST A . 1 2 + 4 0 . 9 4 T. O . P . = 4 9 4 8 . 8 1 ST A . 1 3 + 4 0 . 9 4 T. O . P . = 4 9 4 8 . 3 3 (@ 0.1°) 12" HDPE STA.=14+90.46 INV.=4947.69 6" HDPE STA.=14+25.69 INV.=4949.24 6" HDPE STA.=12+82.63 INV.=4950.37 24" HDPE STA.=11+90.89 INV.=4946.8148" RCP STA.=10+53.97 INV.=4943.52 24" PVC STA.=10+28.11 INV.=4946.45 7" 20" 19" 18" 18" 268 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 0 + 0 0 . 0 0 EN D M E C H . R E S T R A I N T ST A : 1 2 + 6 7 . 7 4 148 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 4 + 6 8 . 0 2 EN D M E C H . R E S T R A I N T ST A : 1 6 + 1 6 . 4 5 49 4 8 . 6 0 49 4 1 . 6 1 49 4 1 . 6 1 49 5 0 . 8 9 49 5 0 . 9 4 49 5 1 . 0 0 49 5 0 . 7 9 49 5 0 . 5 9 49 4 5 . 1 4 49 4 8 . 8 1 49 4 8 . 8 1 49 4 8 . 7 6 49 4 8 . 6 4 49 4 8 . 4 7 49 4 8 . 2 4 49 4 8 . 0 0 49 4 7 . 7 6 49 4 7 . 5 1 49 4 7 . 2 7 49 4 7 . 0 3 49 4 6 . 9 6 49 4 6 . 7 8 49 4 6 . 5 7 49 4 6 . 0 2 49 4 5 . 1 3 PROPOSED GROUND TOP OF PIPE 8" PVC STA.=13+14.15 INV.=4951.20 32" Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 WT1 PL A N & P R O F I L E WA T E R L I N E A 10 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: WATER LINE A 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 LARIMER COUNTY WATER DISTRICT WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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 THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV KEYMAP WT1 8'' SS 8'' SS 8'' SS 8'' W 8'' W F F 8'' SS 8'' SS UGE UGE 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W E E E 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 12 " W FO FO FO FO FO FO FO D 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 18 " S S 18 " S S 18 " S S E E E E G G XXXX XXXXX DS DS DS DS DS DSDSDS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12" W 12" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W W W S S S F F F S E E E E E E E E E E E E E E E E E E EE E E E E F W E EE E E E E EEE TF TF TF TF TF TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATER WAYS U TSALPOLYND D D ONOTPOLL TE UCTILEIRONRAIN STOWATERW AYS U TSALPOLYND D D ONO TPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D ONO TPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATE RWAYS U IR TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOL LTEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOL LTEUCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRA INSTOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRON RAINST OWATER WAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONR AINSTO WATERWAY S U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYND D D ONOT POLLTE UCTILEIRO N RAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD N O R T H L E M A Y A V E N U E LI N D E N M E I E R R O A D BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 DOG PARK TRACT A D, U, EA TRACT A D, U, EA 500-YEAR FLOODPLAIN EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) UTILITY EASEMENT (WIDTH VARIES) EXISTING NECCO BACKBONE STORM LINE A4 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 2' ADDITIONAL ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 10' UE 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 10' UE STA. 10+00.00 8"x12" TEE w/ MRJ 1 - 8" GV (E) 1 - 12" GV (N) CONNECTED TO EXISTING 12" WATER LINE N:1462455.16 E:3123646.25 STA. 10+34.67 BEGIN WATER LINE LOWERING N:1462455.12 E:3123680.92 STA. 11+72.96 8"x8" TEE w/ MRJ 1 - 8" GV (S) N:1462454.96 E:3123819.21 STA. 12+08.14 6"x8" TEE w/MRJ 1 - 6" GV (E) 1 - 8" GV (N) 1 - FH ASSEMBLY N:1462419.79 E:3123819.21 STA. 12+58.40 6"x8" TEE w/ MRJ 1 - 6" GV (E) 1 - 8" GV (S) N:1462369.52 E:3123819.24 STA. 11+95.22 END WATER LINE LOWERING N:1462432.70 E:3123819.21 STA. 13+67.79 8"x12" TEE w/ MRJ 1 - 12" BFV (W) 2 - 8" GV (N,S) N:1462260.14 E:3123819.21 STA. 14+11.44 END WATER LINE LOWERING N:1462216.48 E:3123819.21 STA. 13+75.85 BEGIN WATER LINE LOWERING N:1462252.07 E:3123819.21 STA. 14+63.15 6"x8" TEE w/ MRJ 1 - 6" GV (W) N:1462164.77 E:3123819.21 STA. 15+56.90 BEGIN WATER LINE LOWERING N:1462071.02 E:3123819.21 STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE D SEE SHEET ST9 STORM LINE F SEE SHEET ST10 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE N SEE SHEET ST10 STORM LINE L SEE SHEET ST14 FIRE SERVICE CONNECTION TO BUILDING PER MEP. FIRE SERVICE CONNECTION TO BUILDING PER MEP. 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 49 4 9 . 9 0 49 4 6 . 8 0 49 4 9 . 7 1 49 5 1 . 1 0 49 4 7 . 7 8 49 4 9 . 9 0 49 4 3 . 1 4 49 4 6 . 9 6 49 4 6 . 6 6 49 4 6 . 5 2 49 4 6 . 3 9 49 5 0 . 2 9 49 5 0 . 7 6 49 5 1 . 0 3 49 5 0 . 9 6 49 5 0 . 7 4 49 5 0 . 5 1 49 5 0 . 0 4 49 4 9 . 9 8 49 4 9 . 9 2 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC8" PVC 8 " P V C ST A . 1 0 + 6 6 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 3 . 1 4 ST A . 1 0 + 7 0 . 3 45 . 2 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 9 9 ST A . 1 1 + 7 3 . 7 0. 3 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 3 9 ST A . 1 1 + 9 2 . 0 45 . 1 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 3 9 ST A . 1 1 + 9 5 . 2 44 . 4 ° D E F L E C T I O N T. O . P . = 4 9 4 9 . 6 0 ST A . 1 4 + 1 1 . 4 45 . 1 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 0 7 ST A . 1 3 + 7 8 . 6 45 . 3 ° D E F L E C T I O N T. O . P . = 4 9 4 7 . 7 8 ST A . 1 4 + 0 9 . 2 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 7 . 7 8 ST A . 1 3 + 7 5 . 9 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 5 1 ST A . 1 0 + 9 8 . 7 0. 1 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 8 0 ST A . 1 0 + 3 4 . 7 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 9 . 9 0 ST A . 1 0 + 4 1 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 3 . 1 4 100.0' DEF. ST A . 1 2 + 2 3 . 7 6 T. O . P . = 4 9 5 0 . 2 6 ST A . 1 3 + 2 3 . 7 6 T. O . P . = 4 9 5 0 . 9 7 (@ 0.4°) 8" PVC STA.=13+86.91 INV.=4949.92 8" HDPE STA.=14+00.81 INV.=4949.34 48" RCP STA.=10+53.91 INV.=4945.05 24" HDPE STA.=11+82.85 INV.=4948.05 6" HDPE STA.=11+40.87 INV.=4949.94 6" HDPE STA.=10+99.12 INV.=4949.54 8" HDPE STA.=10+75.42 INV.=4948.78 21" 32" 18" 18" 25" 268 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 0 + 0 0 . 0 0 EN D M E C H . R E S T R A I N T ST A : 1 2 + 6 8 . 4 0 142 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 3 + 3 1 . 0 4 EN D M E C H . R E S T R A I N T ST A : 1 4 + 7 3 . 1 5 PROPOSED GROUND TOP OF PIPE 18" Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 WT2 PL A N & P R O F I L E WA T E R L I N E B 11 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: LINE MATCH STA 15+00 WATER LINE B ST A MA T C H L I N E SE E S H E E T 15 + 0 0 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 LARIMER COUNTY WATER DISTRICT WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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 THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV KEYMAP WT 3 WT2 WT3 12'' W 12'' W 12'' W 60'' W 60'' W 4'' UD 4'' UD 8' ' S S 8' ' S S 10'' SS 10'' SS 8' ' W 8' ' W 8' ' W 8' ' W 8' ' W UGE UGE UGE 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 12 ' ' W W 60" W EEEEE 24 " W 24 " W 24 " W 24 " W 60" W 60" W 60" W 60" W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO D D D S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E E E E G XXXX XXXXX DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W S S S S F S E E E E E E E E E E E E E E E E E E E E E E E F W 8" W 8" W 8" W8" W8" W8" W8" W 8" W FW E E EE E E E E EEE MONITORI N G W E L L TRAFFIC R A T E D TF TF TF TF TF TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYND D D O NOTPOLLTEUCTILEIRONRAI NSTOWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAINS TOWATERW AYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAIN STOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D O NOTPOLLT EUCTILEIRONRA INSTOWATE RWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRONRAINS TOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYND D D O NOTPOLLT EUCTILEIRONRAI NSTOWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTOWATER WAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWA YS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOWA TERWAYS U TSALPOLYN D D D ONO TPOLLTE UCTILEIRONRAI NSTOWA TERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTO WATERW AYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INST OWATERWA YS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONR AINSTO WATERWAY S U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWAT ERWAYS U TSALPOLYND D D ONOT POLLTEU CTILEIRO NRAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD EAST SUNIGA ROAD BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-STRM MH RIM = 4952.17 INV IN = 4942.96 (S) INV OUT = 4942.91 (N) EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET EX. GRATE = 4949.87 PROP. GRATE = 4955.7 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) 500-YEAR FLOODPLAIN EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% UTILITY EASEMENT (WIDTH VARIES) 4' CONCRETE CULVERT & RUNDOWN. STORMTECH MC-7200 SYSTEM 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) 30' UTILITY EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT D, U, EA EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 2' ADDITIONAL ROW 10' UTILITY EASEMENT (UE) 10' UE 10' UE 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 10' UE STA. 14+11.44 END WATER LINE LOWERING N:1462216.48 E:3123819.21STA. 14+63.15 6"x8" TEE w/ MRJ 1 - 6" GV (W) N:1462164.77 E:3123819.21 STA. 15+56.90 BEGIN WATER LINE LOWERING N:1462071.02 E:3123819.21 STA. 16+29.70 END WATER LINE LOWERING N:1461998.22 E:3123819.21 STA. 16+97.24 90.00° BEND w/ MRJ N:1461930.68 E:3123819.21 STA. 17+76.93 6"x8" TEE w/ MRJ 1 - 8" GV (W) N:1461930.68 E:3123898.90 STA. 18+55.34 6"x8" TEE w/ MRJ 1 - 8" GV (E) 1 - FH ASSEMBLY N:1461930.68 E:3123977.30 STA. 19+04.62 BEGIN WATER LINE LOWERING N:1461889.43 E:3123985.36 STA. 18+78.37 6"x8" TEE w/ MRJ 1 - 6" GV (E) N:1461915.68 E:3123985.34 STA. 18+63.37 90.00° BEND w/ MRJ 1 - 8" GV (S) N:1461930.68 E:3123985.34 STA. 22+74.21 90.00° BEND w/ MRJ N:1461789.60 E:3123710.49 STA. 19+99.22 90.00° BEND w/ MRJ N:1461794.84 E:3123985.43 STA. 23+01.68 90.00° BEND w/ MRJ N:1461817.07 E:3123709.96 STA. 23+68.43 8"x12" TEE w/ MRJ 1 - 8" GV (E) 1 - 12" GV (S) CONNECT TO EXISTING 12" WATER LINE N:1461817.27 E:3123643.21 SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ST2 STORM LINE B SEE SHEET ST2 STORM LINE I SEE SHEET ST12 STORM LINE K SEE SHEET ST14 STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE C1 SEE SHEET ST7 STORM LINE P SEE SHEET ST7 STORM LINE E SEE SHEET ST9 STORM LINE D SEE SHEET ST9 STORM LINE L SEE SHEET ST14 FIRE SERVICE CONNECTION TO BUILDING PER MEP. FIRE SERVICE CONNECTION TO BUILDING PER MEP. 4930 4935 4940 4945 4950 4955 4960 4965 4970 4930 4935 4940 4945 4950 4955 4960 4965 4970 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 49 4 8 . 7 0 49 5 2 . 8 6 49 5 2 . 0 3 49 5 0 . 9 9 49 4 7 . 8 4 49 4 7 . 4 1 49 4 7 . 8 0 49 4 8 . 6 9 49 4 9 . 8 0 49 4 9 . 7 4 49 4 5 . 9 0 49 4 8 . 7 0 49 5 2 . 4 3 49 5 2 . 7 4 49 5 2 . 7 9 49 5 2 . 5 5 49 5 2 . 2 9 49 5 1 . 7 7 49 5 1 . 5 1 49 5 1 . 2 5 49 4 8 . 1 8 49 4 8 . 1 8 49 4 8 . 0 2 49 4 7 . 6 6 49 4 7 . 5 3 49 4 7 . 4 4 49 4 7 . 4 3 49 4 7 . 5 0 49 4 7 . 6 2 49 4 8 . 0 2 49 4 8 . 2 4 49 4 8 . 4 7 49 4 8 . 7 1 49 4 8 . 7 1 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC 8" PVC ST A . 1 6 + 2 9 . 7 44 . 4 ° D E F L E C T I O N T. O . P . = 4 9 5 2 . 0 4 ST A . 1 9 + 0 4 . 6 44 . 7 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 9 4 ST A . 1 5 + 8 1 . 9 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 0 ST A . 1 5 + 7 9 . 1 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 5 . 9 0 ST A . 1 5 + 6 0 . 7 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 5 . 9 0 ST A . 1 5 + 5 6 . 9 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 9 . 7 2 ST A . 1 6 + 2 6 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 0 ST A . 1 9 + 0 7 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 1 8 ST A . 1 9 + 5 4 . 0 0. 4 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 1 8 ST A . 2 3 + 5 3 . 8 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 9 1 ST A . 2 3 + 0 1 . 7 0. 5 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 1 ST A . 2 3 + 5 2 . 0 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 1 100.0' DEF. ST A . 1 6 + 3 7 . 3 5 T. O . P . = 4 9 5 2 . 2 0 ST A . 1 7 + 3 7 . 3 5 T. O . P . = 4 9 5 2 . 6 9 (@ 0.4°) 200.0' DEF. ST A . 2 0 + 1 2 . 6 6 T. O . P . = 4 9 4 7 . 7 4 ST A . 2 2 + 1 2 . 6 6 T. O . P . = 4 9 4 7 . 9 1 (@ 0.1°) 48" RCP STA.=23+14.10 INV.=4942.10 12" HDPE STA.=19+45.37 INV.=4949.78 6" HDPE STA.=19+15.38 INV.=4950.38 6" HDPE STA.=19+21.66 INV.=4950.41 24" HDPE STA.=15+66.65 INV.=4947.56 8" PVC STA.=16+18.01 INV.=4950.25 18" 18" 18" 26" 17" 212 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 5 + 1 1 . 9 1 EN D M E C H . R E S T R A I N T ST A : 1 7 + 2 4 . 2 4 20 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 7 + 6 6 . 9 3 EN D M E C H . R E S T R A I N T ST A : 1 7 + 8 6 . 9 3 79 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 8 + 3 6 . 3 7 EN D M E C H . R E S T R A I N T ST A : 1 9 + 1 5 . 3 8 54 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 1 9 + 7 2 . 2 2 EN D M E C H . R E S T R A I N T ST A : 2 0 + 2 6 . 2 2 121 FT OF MECH RESTRAINT BE G I N M E C H . R E S T R A I N T ST A : 2 2 + 4 7 . 2 1 EN D M E C H . R E S T R A I N T ST A : 2 3 + 6 8 . 4 3 PROPOSED GROUND TOP OF PIPE 24" PVC STA.=23+39.52 INV.=4944.40 17" Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 WT3 PL A N & P R O F I L E WA T E R L I N E B 12 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: WATER LINE B 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 LARIMER COUNTY WATER DISTRICT WATER DISTRIBUTION SYSTEM DESIGN CRITERIA MANUAL, LATEST EDITION, EXCEPT FOR THE STANDARDS RELATED TO THE WATER SERVICES, WHICH SHALL BE PER THE CITY OF FORT COLLINS STANDARDS, EXCEPT THAT NO MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL DEFLECTIONS. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A (MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE COVER) FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.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 THE CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV KEYMAP LINE MATCH STA 15+00 ST A MA T C H L I N E SE E S H E E T WT 2 15 + 0 0 WT2 WT3 E E E E EEEEEEEEE D D E E DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DS DS DS DS DS DS G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W SE E E E E E E E E E E E E E F W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W FW E E MONITORI N G W E L L TRAFFIC R A T E D TF TF T SALPOL YND D D O NOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCT ILE IRONRAI NSTOW ATERWA YS U TSALPOLYN D D D O NOT POLL TE UCTILE IRO N RAINSTO WATE RWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAY S U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILEIRON RA INSTO WATERWAYS U TSALPOLYN D D D ON OTPOLLT E UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLL TE UC TILEIR ON RAIN STOWA TERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRAI NSTOW ATERWAYS U TSALPOLYND D D O NOTPO LLTE UCTILEIRON RAINST OWATER WAYS U 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) BUILDING 1000 BUILDING 2000 EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% 26' D, U, EA EASEMENT D, U, EA EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 10' UE 10' UE 10' UE EXISTING 18" RCP STORM DRAIN 30' ELCO NON-EXCLUSIVE EASEMENT 123.08 LF 12" HDPE @ 0.35% 126.48 LF 12" HDPE @ 0.36% 277.81 LF 12" HDPE @ 0.40% EX-13.41 LF 18" HDPE @ 0.37% SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ST2 STORM LINE B SEE SHEET ST3 STORM LINE K SEE SHEET ST14 STORM LINE C1 SEE SHEET ST7 BASIN A5 STA 15+50.77 N: 1461950.68 E: 3124175.37 BASIN A4 100-yr Orifice STA 15+30.78 N: 1461930.68 E: 3124175.42 BASIN A3 STA 14+07.70 N: 1461930.68 E: 3124052.34 BASIN A2 STA 12+81.21 N: 1461804.20 E: 3124052.11 STMH A1 STA 10+03.41 N: 1461804.80 E: 3124329.92 UNDERDRAIN CO-1 INV. =4944.85 (E) OUTFALL A STA 9+90.00 N: 1461791.39 E: 3124330.19 20 . 0 0 L F 15 " H D P E @ 0 . 3 5 % 4935 4940 4945 4950 4955 4960 4965 4970 4935 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ST M H A 1 ST A 1 0 + 0 3 . 4 1 RI M 4 9 5 2 . 9 ± IN V . I N 4 9 4 1 . 8 8 ( W ) IN V . O U T 4 9 4 1 . 3 8 ( S ) BA S I N A 2 ST A 1 2 + 8 1 . 2 1 RI M 4 9 5 5 . 8 ± IN V . I N 4 9 4 3 . 0 9 ( N ) IN V . O U T 4 9 4 2 . 9 9 ( E ) BA S I N A 3 ST A 1 4 + 0 7 . 7 0 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 4 3 . 6 4 ( E ) IN V . O U T 4 9 4 3 . 5 4 ( S ) BA S I N A 5 ST A 1 5 + 5 0 . 7 7 RI M 4 9 5 8 . 0 ± IN V . I N 4 9 4 4 . 9 9 ( N ) IN V . I N 4 9 4 4 . 2 4 ( W ) IN V . O U T 4 9 4 4 . 2 4 ( S ) 277.81 LF 12" HDPE @ 0.40% EX-13.41 LF 18" HDPE @ 0.37% 123.08 LF 12" HDPE @ 0.35% 126.48 LF 12" HDPE @ 0.36% EXISTING GROUND PROPOSED GROUND SUBGRADE GROUNDWATER BA S I N A 4 1 0 0 - y r O r i f i c e ST A 1 5 + 3 0 . 7 8 RI M 4 9 5 7 . 8 ± IN V . I N 4 9 4 4 . 1 7 ( N ) IN V . O U T 4 9 4 4 . 0 7 ( W ) OU T F A L L A ST A 9 + 9 0 . 0 0 HGL EGL 24" HDPE STA.=13+81.69 INV.=4948.17 41" EXISTING NECCO BACKBONE STRM LINE A1 12'x4' RCBC INV.=4940.91 20.00 LF 15" HDPE @ 0.35% STORM-TECH SYSTEM (DESIGNED BY OTHERS) 29" Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST1 PL A N & P R O F I L E ST O R M T E C H O U T F A L L A 13 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 PROFILE SCALE: STORMTECH OUTFALL A 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP ST1 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+5010+0011+0012+0013+00 ST M H B 2 ST A 1 0 + 3 4 . 3 4 RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) IN L E T B 3 ST A 1 0 + 7 4 . 1 8 FL . E L 4 9 5 5 . 4 ± IN V . I N 4 9 4 7 . 4 4 ( N E ) IN V . I N 4 9 4 6 . 4 4 ( S E ) IN V . O U T 4 9 4 5 . 9 4 ( N W ) BA S I N B 4 ST A 1 0 + 9 3 . 5 2 RI M 4 9 5 5 . 9 ± IN V . I N 4 9 4 6 . 6 4 ( S ) IN V . O U T 4 9 4 6 . 5 4 ( N W ) TE E B 5 ST A 1 1 + 3 8 . 3 3 IN V . 4 9 4 6 . 8 6 ( S ) IN V . 4 9 4 7 . 6 1 ( E ) IN V . 4 9 4 6 . 8 6 ( N ) BA S I N B 8 ST A 1 2 + 0 8 . 3 6 RI M 4 9 5 8 . 5 ± IN V . I N 4 9 4 7 . 3 1 ( W ) IN V . I N 4 9 4 8 . 8 1 ( S ) IN V . I N 4 9 4 8 . 8 1 ( S E ) IN V . I N 4 9 4 8 . 6 4 ( E ) IN V . O U T 4 9 4 7 . 2 1 ( N ) TE E B 7 ST A 1 1 + 8 1 . 7 6 IN V . 4 9 4 7 . 0 8 ( S ) IN V . 4 9 4 7 . 9 8 ( E ) IN V . 4 9 4 7 . 0 8 ( N ) TE E B 6 ST A 1 1 + 6 9 . 8 5 IN V . 4 9 4 7 . 0 2 ( S ) IN V . 4 9 4 7 . 9 2 ( E ) IN V . 4 9 4 7 . 0 2 ( N ) TE E B 1 0 ST A 1 2 + 5 8 . 5 1 IN V . 4 9 4 7 . 5 6 ( W ) IN V . 4 9 4 8 . 4 6 ( S ) IN V . 4 9 4 7 . 5 6 ( E ) TE E B 9 ST A 1 2 + 3 3 . 6 4 IN V . 4 9 4 8 . 3 4 ( S ) IN V . 4 9 4 7 . 4 4 ( W ) IN V . 4 9 4 7 . 4 4 ( E ) ST M H B W Q W E I R ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 5 . 9 ± IN V . I N 4 9 4 4 . 7 0 ( N ) IN V . O U T 4 9 4 5 . 2 0 ( S ) TE E B 1 1 ST A 1 2 + 8 6 . 6 3 IN V . 4 9 4 7 . 7 0 ( W ) IN V . 4 9 4 8 . 6 0 ( S ) IN V . 4 9 4 7 . 7 0 ( E ) 28.11 LF 24" HDPE @ 0.50% EXISTING GROUND PROPOSED GROUND 11.91 LF 24" HDPE @ 0.50% 31.52 LF 24" HDPE @ 0.50% 44.81 LF 24" HDPE @ 0.50% 19.34 LF 24" HDPE @ 0.50% 39.84 LF 30" HDPE @ 0.35% 26.10 LF 30" HDPE @ 0.35% 24.87 LF 24" HDPE @ 0.50% 25.28 LF 24" HDPE @ 0.50% 26.60 LF 24" HDPE @ 0.50% EGL HGL STROM-TECH SYSTEM (DESIGNED BY OTHERS) BA S I N B 1 ST A 1 0 + 0 8 . 2 5 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 5 . 2 1 ( N E ) IN V . O U T 4 9 4 4 . 7 1 ( S ) 8.25 LF 12" HDPE @ 0.20% E E X X XXXXXXXX DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DS G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W SE E E E E E E E E E E F W 8" W 8" W 8" W FW E E E E E E E E E E EE E EEE TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRONR AINST OWATER WAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRAI NSTOW ATERWA YS U TSALPOLYND D D ONOT POLLT EUCTILEIRON RAI NSTO WATERWA YS U TSALPOLYN D D D ONOTP OLL TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTP OLL TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRONRAIN STOWA TERWAYS U BUILDING 1000 BUILDING 2000 26' D, U, EA EASEMENT 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 10' UE SANITARY LINE B SEE SHEET SS2 DRAINAGE EASEMENT (WIDTH VARIES) STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE M SEE SHEET ST15 STMH B WQ WEIR STA 10+00.00 N: 1462054.43 E: 3124175.37 STMH B2 STA 10+34.34 N: 1462073.47 E: 3124199.13 INLET B3 STA 10+74.18 N: 1462037.15 E: 3124215.51 BASIN B4 STA 10+93.52 N: 1462019.52 E: 3124223.46 TEE B5 STA 11+38.33 N: 1461974.71 E: 3124223.46 INLET B5-1 INV. =4950.76 (W) INLET B8-1 INV. OUT=4951.57 (W) FG=4957.93 BASIN B8 STA 12+08.36 N: 1461904.68 E: 3124223.46 TEE B11 STA 12+86.63 N: 1461904.68 E: 3124145.19 INLET B11-1 INV. =4949.19 (N) 26' D, U, EA EASEMENT 8.25 LF 12" HDPE @ 0.20% 26.10 L F 30" H D P E @ 0.35 % 3 9 . 8 4 L F 3 0 " H D P E @ 0 . 3 5 % 19.34 LF 24" HDPE @ 0.50% 44.81 LF 24" HDPE @ 0.50% 31.52 LF 24" HDPE @ 0.50% 11.91 LF 24" HDPE @ 0.50% 26.60 LF 24" HDPE @ 0.50% 25.28 LF 24" HDPE @ 0.50% 24.87 LF 24" HDPE @ 0.50% 28.12 LF 24" HDPE @ 0.50% 7.40 LF 8" HDPE @ 8.00% 36.58 LF 8" HDPE @ 8.00% 39.37 LF 8" HDPE @ 8.00% BASIN B1 STA 10+08.25 N: 1462062.68 E: 3124175.37 STORM LINE Q SEE SHEET ST4 PROFILE SCALE: LI N E MA T C H ST A 13 + 0 0 STORM DRAIN B Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST2 PL A N & P R O F I L E ST O R M D R A I N B 14 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY ST A MA T C H L I N E SE E S H E E T ST 3 13 + 0 0 KEYMAP ST4ST3 ST2 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 13+0014+0015+0016+0017+0018+00 12" HDPE STORM STA.=13+79.53 INV.=4943.45 8" PVC WATER STA.=15+02.43 TOP=4948.18 TE E B 1 2 ST A 1 3 + 7 4 . 4 8 IN V . 4 9 4 8 . 6 4 ( S ) IN V . 4 9 4 8 . 1 4 ( W ) IN V . 4 9 4 8 . 1 4 ( E ) BA S I N B 1 3 ST A 1 4 + 3 6 . 4 8 RI M 4 9 5 6 . 3 ± IN V . I N 4 9 4 8 . 9 5 ( S ) IN V . O U T 4 9 4 8 . 4 5 ( E ) IN L E T B 1 6 ST A 1 4 + 9 2 . 4 9 FL . E L 4 9 5 5 . 1 ± IN V . I N 4 9 4 9 . 7 3 ( W ) IN V . O U T 4 9 4 9 . 2 3 ( N ) BA S I N B 1 7 ST A 1 5 + 2 4 . 7 3 RI M 4 9 5 6 . 3 ± IN V . I N 4 9 4 9 . 9 9 ( S ) IN V . O U T 4 9 4 9 . 8 9 ( E ) BA S I N B 2 0 ST A 1 5 + 6 9 . 0 0 RI M 4 9 5 3 . 9 ± IN V . I N 4 9 5 0 . 3 8 ( W ) IN V . O U T 4 9 5 0 . 2 1 ( N ) BA S I N B 3 0 ST A 1 7 + 6 6 . 3 5 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 5 3 . 6 0 ( N ) IN V . O U T 4 9 5 2 . 3 5 ( E ) TE E B 2 9 ST A 1 7 + 4 1 . 3 8 IN V . 4 9 5 2 . 1 0 ( W ) IN V . 4 9 5 2 . 2 7 ( N ) IN V . 4 9 5 2 . 1 0 ( E ) TE E B 2 8 ST A 1 7 + 2 3 . 1 8 IN V . 4 9 5 1 . 9 2 ( W ) IN V . 4 9 5 2 . 0 9 ( N ) IN V . 4 9 5 1 . 9 2 ( E ) TE E B 2 7 ST A 1 6 + 9 9 . 0 0 IN V . 4 9 5 1 . 6 8 ( W ) IN V . 4 9 5 1 . 8 5 ( N ) IN V . 4 9 5 1 . 6 8 ( E ) TE E B 2 6 ST A 1 6 + 6 9 . 9 1 IN V . 4 9 5 1 . 3 9 ( W ) IN V . 4 9 5 1 . 5 6 ( N ) IN V . 4 9 5 1 . 3 9 ( E ) TE E B 2 5 ST A 1 6 + 6 3 . 4 6 IN V . 4 9 5 1 . 3 2 ( W ) IN V . 4 9 5 1 . 4 9 ( N ) IN V . 4 9 5 1 . 3 2 ( E ) TE E B 2 4 ST A 1 6 + 4 5 . 3 8 IN V . 4 9 5 1 . 1 4 ( W ) IN V . 4 9 5 1 . 3 1 ( N ) IN V . 4 9 5 1 . 1 4 ( E ) TE E B 2 2 ST A 1 6 + 2 8 . 7 4 IN V . 4 9 5 0 . 9 7 ( W ) IN V . 4 9 5 1 . 1 5 ( N ) IN V . 4 9 5 0 . 9 7 ( E ) TE E B 2 3 ST A 1 6 + 3 3 . 7 5 IN V . 4 9 5 1 . 0 2 ( W ) IN V . 4 9 5 1 . 2 0 ( N ) IN V . 4 9 5 1 . 0 2 ( E ) TE E B 2 1 ST A 1 5 + 9 2 . 0 4 IN V . 4 9 5 0 . 6 1 ( W ) IN V . 4 9 5 0 . 7 8 ( N ) IN V . 4 9 5 0 . 6 1 ( E ) TE E B 1 5 ST A 1 4 + 6 8 . 7 8 IN V . 4 9 4 9 . 1 1 ( S ) IN V . 4 9 4 9 . 6 1 ( W ) IN V . 4 9 4 9 . 1 1 ( N ) TE E B 1 4 ST A 1 4 + 6 2 . 5 0 IN V . 4 9 4 9 . 0 8 ( S ) IN V . 4 9 4 9 . 5 8 ( W ) IN V . 4 9 4 9 . 0 8 ( N ) TE E B 1 9 ST A 1 5 + 4 5 . 3 8 IN V . 4 9 5 0 . 0 9 ( S ) IN V . 4 9 5 0 . 3 9 ( W ) IN V . 4 9 5 0 . 0 9 ( N ) TE E B 1 8 ST A 1 5 + 3 6 . 2 2 IN V . 4 9 5 0 . 0 5 ( S ) IN V . 4 9 5 0 . 3 5 ( W ) IN V . 4 9 5 0 . 0 5 ( N ) EXISTING GROUND PROPOSED GROUND 24.96 LF 10" HDPE @ 1.00% 18.20 LF 10" HDPE @ 1.00% 24.17 LF 10" HDPE @ 1.00% 29.10 LF 10" HDPE @ 1.00% 6.45 LF 10" HDPE @ 1.00% 18.07 LF 10" HDPE @ 1.00% 11.63 LF 10" HDPE @ 1.00% 5.01 LF 10" HDPE @ 1.00% 36.71 LF 10" HDPE @ 1.00% 23.03 LF 10" HDPE @ 1.00% 23.63 LF 12" HDPE @ 0.50% 9.16 LF 12" HDPE @ 0.50% 11.48 LF 12" HDPE @ 0.50% 32.25 LF 12" HDPE @ 0.50% 23.71 LF 18" HDPE @ 0.50% 6.28 LF 18" HDPE @ 0.50% 26.01 LF 18" HDPE @ 0.50% 62.00 LF 24" HDPE @ 0.50%87.85 LF 24" HDPE @ 0.50% EGL HGL 41" 52" 18" 8" PVC STA.=13+13.48 INV.=4954.37 42'' W 42'' W 42'' W W 60" W EEEEEEEEE / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W D D E DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W S S E E E E E E E E E E E E E E F W 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W8" W 8" W8" W FW MONITO R I N G W E L L TRAFFIC R A T E D TF TF TSALPOLYND D D ONOTPOLLTE UCTILEIRONR A INSTO WATER WAYS U TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLY ND D D O NOTPO LLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOT POLL TE UCTILE IRON RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRO NRAINST OWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRO NRAINST OWATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRON RA INSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAI NSTOW ATERWAYS U EAST SUNIGA ROAD LI N D E N M E I E R R O A D EX-STRM MH RIM = 4952.17 INV IN = 4942.96 (S) INV OUT = 4942.91 (N) EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET EX. GRATE = 4949.87 PROP. GRATE = 4955.7 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) BUILDING 1000 BUILDING 2000 EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% D, U, EA EASEMENT (WIDTH VARIES) 2' ADDITIONAL ROW 10' UTILITY EASEMENT (UE) 10' UE4' CONCRETE CULVERT & RUNDOWN. 30' ELCO NON-EXCLUSIVE EASEMENT SANITARY LINE B SEE SHEET SS2 (WIDTH VARIES) 10' UE STORMTECH OUTFALL A SEE SHEET ST1 STORM LINE C1 SEE SHEET ST7 STORM LINE Q SEE SHEET ST4 STORM LINE P SEE SHEET ST7 BASIN B13 STA 14+36.48 N: 1461904.68 E: 3123995.34 TEE B12 STA 13+74.48 N: 1461904.68 E: 3124057.34 INLET B16 STA 14+92.49 N: 1461848.68 E: 3123995.34 BASIN B17 STA 15+24.73 N: 1461848.68 E: 3123963.09 BASIN B20 STA 15+69.00 N: 1461804.41 E: 3123963.09 BASIN B30 STA 17+66.35 N: 1461800.66 E: 3123765.78 26' D, U, EA EASEMENT 87.85 LF 24" HDPE @ 0.50%62.00 LF 24" HDPE @ 0.50% 23.71 LF 18" HDPE @ 0.50% 26 . 0 1 L F 18 " H D P E @ 0 . 5 0 % 6.28 LF 18" HDPE @ 0.50% 32.25 LF 12" HDPE @ 0.50% 11.48 LF 12" HDPE @ 0.50% 9.16 LF 12" HDPE @ 0.50% 23.63 LF 12" HDPE @ 0.50% 23.03 LF 10" HDPE @ 1.00% 36.71 LF 10" HDPE @ 1.00% 5.01 LF 10" HDPE @ 1.00% 11.63 LF 10" HDPE @ 1.00% 18.07 LF 10" HDPE @ 1.00% 6.45 LF 10" HDPE @ 1.00% 29.10 LF 10" HDPE @ 1.00% 24.17 LF 10" HDPE @ 1.00% 18.20 LF 10" HDPE @ 1.00% 24.96 LF 10" HDPE @ 1.00% PROFILE SCALE: LI N E MA T C H ST A 13 + 0 0 STORM DRAIN B Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST3 PL A N & P R O F I L E ST O R M D R A I N B 15 NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY ST A MA T C H L I N E SE E S H E E T 13 + 0 0 ST 2 KEYMAP ST4ST3 ST2 EEEEE 60" W 60" W 60" W 60" W E DS DS DS DS DS DS DS G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W SE E E E E E F W 8" W 8" W 8" W 8" W 8" W8" W TF TSALPOLYN D D D O NOT POLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT SANITARY LINE B SEE SHEET SS2 DRAINAGE EASEMENT (WIDTH VARIES) TEE B12 STA 10+00.00 N: 1461904.68 E: 3124057.34 INLET Q2 STA 10+56.00 N: 1461848.68 E: 3124057.34 10' UE STORMTECH OUTFALL A SEE SHEET ST1 26' D, U, EA EASEMENT STORM LINE B SEE SHEET ST3 27.27 LF 12" HDPE @ 3.00% 28.73 LF 12" HDPE @ 3.00% 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 IN L E T Q 2 ST A 1 0 + 5 6 . 0 0 FL . E L 4 9 5 5 . 1 ± IN V . I N 4 9 5 0 . 8 6 ( E ) IN V . O U T 4 9 5 0 . 3 2 ( N ) TE E B 1 2 ST A 1 3 + 7 4 . 4 8 IN V . 4 9 4 8 . 6 4 ( S ) IN V . 4 9 4 8 . 1 4 ( W ) IN V . 4 9 4 8 . 1 4 ( E ) EXISTING GROUND PROPOSED GROUND TE E Q 1 ST A 1 0 + 2 8 . 7 3 IN V . 4 9 4 9 . 5 0 ( S ) IN V . 4 9 4 9 . 7 5 ( E ) IN V . 4 9 4 9 . 5 0 ( N ) 27.27 LF 12" HDPE @ 3.00% 28.73 LF 12" HDPE @ 3.00% EGL HGL Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST4 PL A N & P R O F I L E ST O R M D R A I N Q 16 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 PROFILE SCALE: STORM DRAIN Q 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP ST4ST3 ST2 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 14+50 ST M H C 6 ST A 1 4 + 1 7 . 4 6 RI M 4 9 5 4 . 2 ± IN V . I N 4 9 4 8 . 1 1 ( E ) IN V . I N 4 9 4 8 . 0 0 ( W ) IN V . O U T 4 9 4 8 . 0 1 ( S ) ST M H C 3 ST A 1 2 + 0 3 . 2 5 RI M 4 9 5 5 . 3 ± IN V . I N 4 9 4 6 . 6 2 ( N ) IN V . I N 4 9 4 6 . 7 2 ( E ) IN V . I N 4 9 4 7 . 9 5 ( W ) IN V . O U T 4 9 4 6 . 6 2 ( S ) IN L E T C 2 ST A 1 1 + 1 4 . 2 0 FL . E L 4 9 5 4 . 4 ± IN V . I N 4 9 4 6 . 2 4 ( N ) IN V . I N 4 9 4 6 . 7 3 ( E ) IN V . O U T 4 9 4 6 . 2 4 ( S ) IN L E T C 1 ST A 1 0 + 3 5 . 0 0 FL . E L 4 9 5 4 . 5 ± IN V . I N 4 9 4 5 . 9 6 ( N ) IN V . I N 4 9 4 7 . 2 6 ( W ) IN V . O U T 4 9 4 5 . 9 6 ( E ) 35.00 LF 30" HDPE @ 0.35% 79.20 LF 30" HDPE @ 0.35%89.05 LF 30" HDPE @ 0.43%101.31 LF 24" HDPE @ 0.65% 48.94 LF 24" HDPE @ 0.65% 63.96 LF 24" HDPE @ 0.65% 49.09 LF 24" HDPE @ 0.30% EXISTING GROUND PROPOSED GROUND GROUNDWATER SUBGRADE TE E C 4 ST A 1 3 + 0 4 . 5 6 IN V . 4 9 4 7 . 2 7 ( N ) IN V . 4 9 4 7 . 8 4 ( E ) IN V . 4 9 4 7 . 2 7 ( S ) TE E C 5 ST A 1 3 + 5 3 . 5 0 IN V . 4 9 4 7 . 5 9 ( N ) IN V . 4 9 4 7 . 9 9 ( E ) IN V . 4 9 4 7 . 5 9 ( S ) 8" PVC SANITARY STA.=12+13.33 INV.=4949.99 8" PVC WATER STA.=14+34.46 TOP=4946.39 12" PVC WATER STA.=12+32.53 TOP=4945.14 HGL EGL BA S I N C ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 6 . 0 ± IN V . I N 4 9 4 5 . 8 4 ( W ) IN V . O U T 4 9 4 5 . 8 4 ( S ) 24" 14" 18" 18" E E E X X X X X DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DSDS DSDS BUILDING 3000 26' FL-FL 26' D, U, EA EASEMENT 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA 49.09 LF 24" HDPE @ 0.30% STMH C6 STA 14+17.46 N: 1462445.07 E: 3123836.21 63.96 LF 24" HDPE @ 0.65% TEE C5 STA 13+53.50 N: 1462381.11 E: 3123836.21 34 . 1 8 L F 8" H D P E @ 1 . 5 0 % 48.94 LF 24" HDPE @ 0.65% 101.31 LF 24" HDPE @ 0.65% STMH C3 STA 12+03.25 N: 1462230.86 E: 3123836.20 89.05 LF 30" HDPE @ 0 . 4 3 % 79.20 LF 30" HDPE @ 0.35% 35 . 0 0 L F 30 " H D P E @ 0 . 3 5 % SANITARY LINE A SEE SHEET SS1 INLET C5-1 INV. OUT=4948.50 (W) FG=4957.37 INLET C2 STA 11+14.20 N: 1462142.08 E: 3123829.21 INLET C1 STA 10+35.00 N: 1462062.88 E: 3123829.19 BASIN C STA 10+00.00 N: 1462062.68 E: 3123864.19 8" W8" W8" W8" W8" W8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 12 " W 12 " W 12 " W 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 12 " W 12 " W WF E E E E E E E E E E E E E E E E E E E E E E E E E F E E TF TF TF TF IR TSALPOLYN DD D ONOTPOLL TEU CTILEIRONRAINSTOWATERWA YS U TSALPOLYN DD D O NOTPOLL TEU CTILEIRONRAINSTOWATERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATER WAYS U TSALPOL YN D D D ONOTPOLLTE UCTILEIRONRAINSTOWAT ERWAYS U STORM LINE M SEE SHEET ST15 STORM LINE D SEE SHEET ST9 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 PROFILE SCALE: STORM DRAIN C Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST5 PL A N & P R O F I L E ST O R M D R A I N C 17 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP LINE MATCH STA 14+50 ST A MA T C H L I N E SE E S H E E T ST 2 14 + 5 0 ST5 ST6 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 14+50 15+00 16+00 17+00 18+00 18+50 PROPOSED GROUND GROUNDWATER EXISTING GROUND BA S I N C 2 4 ST A 1 7 + 9 1 . 6 4 RI M 4 9 5 3 . 2 ± IN V . I N 4 9 5 0 . 1 1 ( E ) IN V . O U T 4 9 4 9 . 9 5 ( S ) TE E C 1 9 ST A 1 7 + 0 1 . 6 6 IN V . 4 9 4 9 . 6 3 ( N ) IN V . 4 9 4 9 . 7 1 ( E ) IN V . 4 9 4 9 . 6 3 ( S ) TE E C 2 0 ST A 1 7 + 2 0 . 4 1 IN V . 4 9 4 9 . 7 0 ( N ) IN V . 4 9 4 9 . 7 8 ( E ) IN V . 4 9 4 9 . 7 0 ( S ) 37.17 LF 8" HDPE @ 0.35% TE E C 2 3 ST A 1 7 + 5 4 . 4 7 IN V . 4 9 4 9 . 8 2 ( N ) IN V . 4 9 4 9 . 9 0 ( E ) IN V . 4 9 4 9 . 8 2 ( S ) TE E C 2 2 ST A 1 7 + 4 9 . 7 9 IN V . 4 9 4 9 . 8 0 ( N ) IN V . 4 9 4 9 . 8 8 ( E ) IN V . 4 9 4 9 . 8 0 ( S ) TE E C 2 1 ST A 1 7 + 3 7 . 7 4 IN V . 4 9 4 9 . 7 6 ( N ) IN V . 4 9 4 9 . 8 4 ( E ) IN V . 4 9 4 9 . 7 6 ( S ) TE E C 1 7 ST A 1 6 + 6 0 . 0 7 IN V . 4 9 4 9 . 4 9 ( N ) IN V . 4 9 4 9 . 5 7 ( E ) IN V . 4 9 4 9 . 4 9 ( S ) TE E C 1 8 ST A 1 6 + 8 4 . 5 7 IN V . 4 9 4 9 . 5 7 ( N ) IN V . 4 9 4 9 . 6 5 ( E ) IN V . 4 9 4 9 . 5 7 ( S ) 4" PVC STA.=16+45.31 INV.=4951.44 BA S I N C 1 6 ST A 1 6 + 5 5 . 4 0 RI M 4 9 5 5 . 2 ± IN V . I N 4 9 4 9 . 4 7 ( N ) IN V . O U T 4 9 4 9 . 3 7 ( S ) BA S I N C 1 5 ST A 1 6 + 3 5 . 2 2 RI M 4 9 5 4 . 7 ± IN V . I N 4 9 4 9 . 3 0 ( N ) IN V . O U T 4 9 4 9 . 2 0 ( S ) TE E C 1 4 ST A 1 6 + 3 3 . 3 1 IN V . 4 9 4 9 . 2 0 ( N ) IN V . 4 9 4 9 . 2 8 ( E ) IN V . 4 9 4 9 . 2 0 ( S ) TE E C 1 3 ST A 1 6 + 1 6 . 2 5 IN V . 4 9 4 9 . 1 4 ( N ) IN V . 4 9 4 9 . 2 2 ( E ) IN V . 4 9 4 9 . 1 4 ( S ) IN L E T C 1 2 ST A 1 6 + 0 2 . 8 7 RI M 4 9 5 3 . 9 ± IN V . I N 4 9 4 9 . 0 8 ( N ) IN V . I N 4 9 4 9 . 2 5 ( E ) IN V . O U T 4 9 4 8 . 9 8 ( S ) TE E C 1 1 ST A 1 5 + 8 8 . 9 9 IN V . 4 9 4 8 . 9 4 ( N ) IN V . 4 9 4 9 . 0 2 ( E ) IN V . 4 9 4 8 . 9 4 ( S ) 8" PVC STA.=15+42.01 INV.=4946.47 BA S I N C 1 0 ST A 1 5 + 3 2 . 0 0 RI M 4 9 5 4 . 2 ± IN V . I N 4 9 4 8 . 7 4 ( N ) IN V . O U T 4 9 4 8 . 7 4 ( E ) TE E C 9 ST A 1 5 + 0 8 . 3 0 IN V . 4 9 4 8 . 7 4 ( N ) IN V . 4 9 4 8 . 6 6 ( W ) IN V . 4 9 4 8 . 6 6 ( E ) IN L E T C 8 ST A 1 5 + 0 4 . 2 5 RI M 4 9 5 3 . 5 ± IN V . I N 4 9 4 8 . 6 5 ( W ) IN V . I N 4 9 4 9 . 9 6 ( N ) IN V . O U T 4 9 4 8 . 2 6 ( E ) TE E C 7 ST A 1 4 + 6 6 . 5 5 IN V . 4 9 4 8 . 1 5 ( W ) IN V . 4 9 4 9 . 1 5 ( N ) IN V . 4 9 4 8 . 1 5 ( E ) 37.70 LF 24" HDPE @ 0.30% 4.05 LF 8" HDPE @ 0.35% 23.70 LF 8" HDPE @ 0.35% 56.99 LF 8" HDPE @ 0.34% 13.88 LF 8" HDPE @ 0.34% 13.38 LF 8" HDPE @ 0.41% 17.06 LF 8" HDPE @ 0.35% 20.18 LF 8" HDPE @ 0.35% 4.67 LF 8" HDPE @ 0.35% 24.49 LF 8" HDPE @ 0.35% 18.75 LF 8" HDPE @ 0.35% 17.09 LF 8" HDPE @ 0.35% 4.68 LF 8" HDPE @ 0.35% 12.05 LF 8" HDPE @ 0.35% 17.33 LF 8" HDPE @ 0.35% 1.91 LF 8" HDPE @ 0.35% HGL EGL 19" 13" E E E E G DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS BUILDING 6000 30' ELCO NON-EXCLUSIVE EASEMENT BASIN C24 STA 17+91.64 N: 1462700.27 E: 3123758.16 4.67 LF 8" HDPE @ 0.35% BASIN C16 STA 16+55.40 N: 1462568.28 E: 3123724.42 20.18 LF 8" HDPE @ 0.35% 13.38 LF 8" HDPE @ 0.41% INLET C12 STA 16+02.87 N: 1462515.94 E: 3123721.67 56.99 LF 8" HDPE @ 0.34% BASIN C10 STA 15+32.00 N: 1462445.07 E: 3123721.67 4.05 LF 8" HDPE @ 0.35% INLET C8 STA 15+04.25 N: 1462445.07 E: 3123749.42 17.06 LF 8" HDPE @ 0.35% 17.09 LF 8" HDPE @ 0.35% 18.75 LF 8" HDPE @ 0.35% 17.33 LF 8" HDPE @ 0.35% 37.17 L F 8" HD P E @ 0.3 5 % 4.68 LF 8" HDPE @ 0.35% 12.05 LF 8" HDPE @ 0.35% 23.70 LF 8" HDPE @ 0.35% 37 . 7 0 L F 24 " H D P E @ 0 . 3 0 % 13.88 LF 8" HDPE @ 0.34% 24.49 LF 8" HDPE @ 0.35% 1.91 LF 8" HDPE @ 0.35%BASIN C15 STA 16+35.22 N: 1462548.29 E: 3123721.67 8" W 8" W 8" W 8" W 8" W 8" W S F E E E E E E E F W TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSA LPOLYN DD D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TS ALPOLYN DD D O NOTPOLL TEUCTILEIRONRAINSTOWATERWA Y S U TS ALPOLYN DD D O NOTPOLLTEUCTILEIRONRAINSTOWATERWA YS U TS ALPOLYN DD D O NOTPOLL TEUCTILEIRONRAINSTOWATERWA YS U TSALPOLYN D D D ONOTPOLLTEUCTI LEIRONRAINSTOWATERWAYS U T SALPOLYNDD D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 PROFILE SCALE: STORM DRAIN C Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST6 PL A N & P R O F I L E ST O R M D R A I N C 18 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP LINE MATCH STA 14+50 ST A MA T C H L I N E SE E S H E E T ST 2 14 + 5 0 ST5 ST6 4945 4950 4955 4960 4965 4970 4975 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 EXISTING GROUND PROPOSED GROUND 27.01 LF 12" HDPE @ 1.57% 63.08 LF 12" HDPE @ 2.24% 38.12 LF 24" HDPE @ 3.00% 30.37 LF 24" HDPE @ 2.96% IN L E T C 1 ST A 1 0 + 0 0 . 0 3 FL . E L 4 9 5 4 . 5 ± IN V . I N 4 9 4 5 . 9 6 ( N ) IN V . I N 4 9 4 7 . 2 6 ( W ) IN V . O U T 4 9 4 5 . 9 6 ( E ) BA S I N C 1 - 1 ST A 1 0 + 3 0 . 4 0 RI M 4 9 5 6 . 6 ± IN V . I N 4 9 4 8 . 2 6 ( S ) IN V . I N 4 9 4 8 . 2 6 ( N ) IN V . O U T 4 9 4 8 . 1 6 ( E ) BA S I N C 1 - 2 ST A 1 0 + 6 8 . 5 2 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 5 1 . 9 6 ( S ) IN V . I N 4 9 4 9 . 5 0 ( W ) IN V . O U T 4 9 4 9 . 4 0 ( N ) BA S I N C 1 - 3 ST A 1 1 + 3 1 . 6 0 RI M 4 9 5 9 . 1 ± IN V . I N 4 9 5 3 . 4 7 ( S ) IN V . I N 4 9 5 3 . 6 4 ( W ) IN V . O U T 4 9 5 3 . 3 7 ( N ) IN L E T C 1 - 6 ST A 1 1 + 9 2 . 4 2 FL . E L 4 9 5 8 . 3 ± IN V . I N 4 9 5 4 . 4 5 ( E ) IN V . O U T 4 9 5 4 . 2 8 ( N ) BA S I N C 1 - 1 2 ST A 1 3 + 1 1 . 0 4 FL . E L 4 9 5 8 . 8 ± IN V . I N 4 9 5 5 . 4 8 ( W ) IN V . I N 4 9 5 5 . 4 8 ( E ) IN V . O U T 4 9 5 5 . 1 5 ( N ) 8" PVC SANITARY STA.=10+78.52 INV.=4949.98 IN L E T C 1 - 1 1 ST A 1 3 + 0 3 . 7 5 FL . E L 4 9 5 8 . 7 ± IN V . I N 4 9 5 5 . 1 1 ( S ) IN V . O U T 4 9 5 5 . 0 1 ( W ) 30.01 LF 10" HDPE @ 0.50% 20.62 LF 10" HDPE @ 0.50% 12.12 LF 10" HDPE @ 0.50% 23.87 LF 10" HDPE @ 0.50% 7.30 LF 10" HDPE @ 0.50% 24.72 LF 10" HDPE @ 0.50% 21.86 LF 12" HDPE @ 0.93%11.95 LF 12" HDPE @ 1.57% TE E C 1 - 5 ST A 1 1 + 7 0 . 5 6 IN V . 4 9 5 4 . 0 8 ( S ) IN V . 4 9 5 4 . 3 8 ( W ) IN V . 4 9 5 4 . 0 8 ( N ) TE E C 1 - 4 ST A 1 1 + 5 8 . 6 1 IN V . 4 9 5 3 . 8 9 ( S ) IN V . 4 9 5 4 . 1 9 ( W ) IN V . 4 9 5 3 . 8 9 ( N ) TE E C 1 - 7 ST A 1 2 + 1 3 . 0 4 IN V . 4 9 5 4 . 5 5 ( E ) IN V . 4 9 5 4 . 7 2 ( S ) IN V . 4 9 5 4 . 5 5 ( W ) TE E C 1 - 8 ST A 1 2 + 2 5 . 1 6 IN V . 4 9 5 4 . 6 1 ( E ) IN V . 4 9 5 4 . 7 9 ( S ) IN V . 4 9 5 4 . 6 1 ( W ) TE E C 1 - 9 ST A 1 2 + 4 9 . 0 3 IN V . 4 9 5 4 . 9 0 ( S ) IN V . 4 9 5 4 . 7 3 ( E ) IN V . 4 9 5 4 . 7 3 ( W ) TE E C 1 - 1 0 ST A 1 2 + 7 3 . 7 5 IN V . 4 9 5 4 . 8 6 ( E ) IN V . 4 9 5 5 . 0 3 ( S ) IN V . 4 9 5 4 . 8 6 ( W ) HGL EGL 17" / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W G X XXXXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" SS 8" SS 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S S E E E E E E E E E E E E E E E 8" W 8" W 8" W FW E EEEEE MONITORI N G W E L L TRAFFIC R A T E D TF TF TSALPOLY ND D D O NOTPO LLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOT POLLTEUCTILEIRONRAI NSTOW ATERWA YS U TSALPOLYND D D O NOTPOLLTE UCTILEIRON R AINSTO WATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR A INSTO WATER WAYS U TSALPOLYN D D D O NOT POLL TE UCTILEI RON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON R AINS TO WATERWAY S U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TO WATERWAYS U LI N D E N M E I E R R O A D EX-INLET EX. GRATE = 4949.87 PROP. GRATE = 4955.7 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) BUILDING 1000 BUILDING 3000 30' UTILITY EASEMENT D, U, EA EASEMENT (WIDTH VARIES) 10' UE 10' UE 4' CONCRETE CULVERT & RUNDOWN. SANITARY LINE B SEE SHEET SS2 INLET C1 STA 10+00.03 N: 1462062.88 E: 3123829.19 30.37 LF 24" HDPE @ 2.96% BASIN C1-1 STA 10+30.40 N: 1462058.04 E: 3123799.21 38.12 LF 24" HDPE @ 3.00% BASIN C1-2 STA 10+68.52 N: 1462019.92 E: 3123799.21 63.08 LF 12" HDPE @ 2.24% BASIN C1-3 STA 11+31.60 N: 1461956.86 E: 3123797.57 27.01 LF 12" HDPE @ 1.57% INLET C1-6 STA 11+92.42 N: 1461896.04 E: 3123797.57 BASIN C1-12 STA 13+11.04 N: 1461888.74 E: 3123908.92 STORM LINE E SEE SHEET ST9 STORM LINE P SEE SHEET ST7 7.30 LF 10" HDPE @ 0.50% 30.01 LF 10" HDPE @ 0.50% 24.72 LF 10" HDPE @ 0.50% 23.87 LF 10" HDPE @ 0.50% 12.12 LF 10" HDPE @ 0.50% 20.62 LF 10" HDPE @ 0.50% 21.86 LF 12" HDPE @ 0.93% 11.95 LF 12" HDPE @ 1.57% INLET C1-11 STA 13+03.75 N: 1461896.04 E: 3123908.91 BASIN P11 STA 12+08.10 N: 1461903.08 E: 3123707.44 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST7 PL A N & P R O F I L E ST O R M D R A I N C 1 & P 19 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY PROFILE SCALE: KEYMAP STORM DRAIN C1 ST7 ST8 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO FO FO D S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E G XXXXXXXX DS DS DS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W S S E E E E E E E E E E E E E E 8" W8" W FW EEEEE MONITORI N G W E L L TRAFFIC R A T E D TF TF TSALPOLY ND D D ONOTPOL LTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRAI NSTO WATERWAYS U TSALPOLYND D D ONOTP OLLTE UCTILEIRONR AINSTO WATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEI RON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TO WATE RWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRO N R AINS TO WATERWAYS U LI N D E N M E I E R R O A D EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-INLET EX. GRATE = 4949.87 PROP. GRATE = 4955.7 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) BUILDING 1000 BUILDING 3000 30' UTILITY EASEMENT D, U, EA EASEMENT (WIDTH VARIES) 10' UE 10' UE 4' CONCRETE CULVERT & RUNDOWN. SANITARY LINE B SEE SHEET SS2 BASIN C1-2 STA 10+00.00 N: 1462019.92 E: 3123799.21 8.86 LF 10" HDPE @ 1.50% TEE P1 STA 10+08.86 N: 1462019.92 E: 3123790.35 2.44 LF 8" HDPE @ 8.00% INLET P1-1 STA 10+08.86 N: 1462022.36 E: 3123790.35 16.28 LF 10" HDPE @ 1.50%27.38 LF 10" HDPE @ 0.50% STORM LINE C1 SEE THIS SHEET ST7 STORM LINE E SEE SHEET ST9 10' UE 35.38 LF 10" HDPE @ 1.50%30.74 LF 10" HDPE @ 1.50% 36.09 LF 10" HDPE @ 0.50% 3.59 LF 10" HDPE @ 0.50% 14.59 LF 10" HDPE @ 0.50% 16.03 LF 10" HDPE @ 0.50% 11.97 LF 10" HDPE @ 0.50% 7.19 LF 10" HDPE @ 0.50% INLET C1-11 STA 13+03.75 N: 1461896.04 E: 3123908.91 BASIN P11 STA 12+08.10 N: 1461903.08 E: 3123707.44 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 EXISTING GROUND PROPOSED GROUND BA S I N C 1 - 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 5 1 . 9 6 ( S ) IN V . I N 4 9 4 9 . 5 0 ( W ) IN V . O U T 4 9 4 9 . 4 0 ( N ) 27.38 LF 10" HDPE @ 0.50% 16.28 LF 10" HDPE @ 1.50% 8.86 LF 10" HDPE @ 1.50% 8" PVC SANITARY STA.=11+01.26 INV.=4948.77 TE E P 1 0 ST A 1 1 + 9 6 . 1 3 IN V . 4 9 5 1 . 4 9 ( S ) IN V . 4 9 5 1 . 6 7 ( E ) IN V . 4 9 5 1 . 4 9 ( N ) TE E P 9 ST A 1 1 + 8 8 . 9 4 IN V . 4 9 5 1 . 6 3 ( E ) IN V . 4 9 5 1 . 4 6 ( S ) IN V . 4 9 5 1 . 4 6 ( N ) TE E P 8 ST A 1 1 + 7 2 . 9 1 IN V . 4 9 5 1 . 3 8 ( S ) IN V . 4 9 5 1 . 5 5 ( E ) IN V . 4 9 5 1 . 3 8 ( N ) TE E P 7 ST A 1 1 + 5 8 . 3 2 IN V . 4 9 5 1 . 3 1 ( S ) IN V . 4 9 5 1 . 4 8 ( E ) IN V . 4 9 5 1 . 3 1 ( N ) TE E P 6 ST A 1 1 + 5 4 . 7 3 IN V . 4 9 5 1 . 2 9 ( S ) IN V . 4 9 5 1 . 4 6 ( E ) IN V . 4 9 5 1 . 2 9 ( N ) TE E P 5 ST A 1 1 + 1 8 . 6 4 IN V . 4 9 5 1 . 1 1 ( S ) IN V . 4 9 5 1 . 2 8 ( E ) IN V . 4 9 5 1 . 1 1 ( N ) TE E P 3 ST A 1 0 + 6 0 . 5 2 IN V . 4 9 5 0 . 4 1 ( W ) IN V . 4 9 5 0 . 5 8 ( N ) IN V . 4 9 5 0 . 4 1 ( E ) TE E P 2 ST A 1 0 + 2 5 . 1 4 IN V . 4 9 4 9 . 8 8 ( W ) IN V . 4 9 5 0 . 0 5 ( N ) IN V . 4 9 4 9 . 8 8 ( E ) TE E P 1 ST A 1 0 + 6 8 . 7 5 IN V . 4 9 4 9 . 6 3 ( W ) IN V . 4 9 4 9 . 7 1 ( N ) IN V . 4 9 4 9 . 6 3 ( E ) 35.38 LF 10" HDPE @ 1.50% 30.74 LF 10" HDPE @ 1.50%11.97 LF 10" HDPE @ 0.50% 7.19 LF 10" HDPE @ 0.50% 16.03 LF 10" HDPE @ 0.50% 14.59 LF 10" HDPE @ 0.50% 36.09 LF 10" HDPE @ 0.50% 3.59 LF 10" HDPE @ 0.50% HGL EGL 18" BA S I N P 4 ST A 1 0 + 9 1 . 2 6 RI M 4 9 5 4 . 9 ± IN V . I N 4 9 5 0 . 9 7 ( S ) IN V . I N 4 9 5 0 . 9 7 ( N ) IN V . O U T 4 9 5 0 . 8 7 ( E ) BA S I N P 1 1 ST A 1 2 + 0 8 . 1 0 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 5 1 . 7 3 ( E ) IN V . O U T 4 9 5 1 . 5 5 ( N ) 8" PVC STA.=10+51.76 INV.=4949.35 2" PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST8 PL A N & P R O F I L E ST O R M D R A I N C 1 & P 20 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN P KEYMAP ST7 ST8 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 IN L E T D 1 ST A 1 0 + 3 5 . 8 1 FL . E L 4 9 5 4 . 9 ± IN V . I N 4 9 4 9 . 0 8 ( N ) IN V . O U T 4 9 4 8 . 9 8 ( S ) BA S I N C 1 - 1 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 6 . 6 ± IN V . I N 4 9 4 8 . 2 6 ( S ) IN V . I N 4 9 4 8 . 2 6 ( N ) IN V . O U T 4 9 4 8 . 1 6 ( E ) EXISTING GROUND PROPOSED GROUND 35.81 LF 8" HDPE @ 2.00% 19.41 LF 8" HDPE @ 2.00% TE E D 2 ST A 1 0 + 5 5 . 2 2 IN V . 4 9 4 9 . 4 7 ( N ) IN V . 4 9 4 9 . 5 5 ( W ) IN V . 4 9 4 9 . 4 7 ( S ) TE E D 3 ST A 1 0 + 6 7 . 1 6 IN V . 4 9 4 9 . 7 1 ( N ) IN V . 4 9 4 9 . 7 9 ( W ) IN V . 4 9 4 9 . 7 1 ( S ) TE E D 4 ST A 1 0 + 9 1 . 6 1 IN V . 4 9 5 0 . 2 0 ( N ) IN V . 4 9 5 0 . 2 8 ( W ) IN V . 4 9 5 0 . 2 0 ( S ) 90 ° B E N D D 5 ST A 1 1 + 2 3 . 0 5 RI M 4 9 5 1 . 6 ± IN V . I N 4 9 5 0 . 8 2 ( W ) IN V . O U T 4 9 5 0 . 8 2 ( S ) 11.94 LF 8" HDPE @ 2.00% 24.45 LF 8" HDPE @ 2.00% 31.44 LF 8" HDPE @ 2.00% 8.94 LF 8" HDPE @ 2.00% HGL EGL IN L E T D 6 ST A 1 1 + 3 1 . 9 9 FL . E L 4 9 5 5 . 6 ± IN V . O U T 4 9 5 1 . 0 0 ( E ) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W E G XXXXXX X X XXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS W S F S E E E E E E E E E E E E E E E E E EEEE TF TF TSALPOLYND D D ONOT POLLT EUCTILEIRONRA INSTO WATERW AYS U TSALPOLYND D D O NOTPO LLTE UCTILEIRON R AINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRO N RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IR ON RAINS TO WATERWAYS U TSALPOLYN D D D ONOT POLLT E UCTILEIRONRAI NSTOW ATERWAY S U BUILDING 3000 26' D, U, EA EASEMENT 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT BASIN C1-1 STA 10+00.00 N: 1462058.04 E: 3123799.21 INLET D1 STA 10+35.81 N: 1462093.85 E: 3123799.21 90° BEND D5 STA 11+23.05 N: 1462181.09 E: 3123799.24 35.81 LF 8" HDPE @ 2.00% 19.41 LF 8" HDPE @ 2.00% 8.94 LF 8" HDPE @ 2.00% STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE E THIS SHEET RIGHT INLET D6 STA 11+31.99 N: 1462181.09 E: 3123790.30 11.94 LF 8" HDPE @ 2.00% 31.44 LF 8" HDPE @ 2.00% 24.45 LF 8" HDPE @ 2.00% BASIN E4 STA 11+46.08 N: 1462166.00 E: 3123708.60 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W E G XXXXXX X X XXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G 8" SS 8" SS 8" SS 8" SS 8" SS 8" S S 8" W 8" W 8" W 8" W 8" W 8" W 8" W W S S F E E E E E E E E E E EEEE TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATE RWAYS U TSALPOLYN D D D ON OTPOL LTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRO N RAINSTO WATERW AYS U UCTILEIRO BUILDING 3000 30' UTILITY EASEMENT 26' D, U, EA EASEMENT 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 86.12 LF 10" HDPE @ 0.50% STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE D THIS SHEET LEFT 14.46 LF 10" HDPE @ 0.50% 12.22 LF 10" HDPE @ 0.50% 33.28 LF 10" HDPE @ 0.50% BASIN E4 STA 11+46.08 N: 1462166.00 E: 3123708.60 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 12+50 86.12 LF 10" HDPE @ 0.50% EXISTING GROUND TE E E 1 ST A 1 0 + 8 6 . 1 2 IN V . 4 9 5 1 . 4 0 ( N ) IN V . 4 9 5 1 . 5 7 ( E ) IN V . 4 9 5 1 . 4 0 ( S ) TE E E 3 ST A 1 1 + 1 2 . 8 0 IN V . 4 9 5 1 . 5 3 ( N ) IN V . 4 9 5 1 . 7 0 ( E ) IN V . 4 9 5 1 . 5 3 ( S ) TE E E 2 ST A 1 1 + 0 0 . 5 8 IN V . 4 9 5 1 . 4 7 ( N ) IN V . 4 9 5 1 . 6 4 ( E ) IN V . 4 9 5 1 . 4 7 ( S ) 14.46 LF 10" HDPE @ 0.50% 12.22 LF 10" HDPE @ 0.50% 33.28 LF 10" HDPE @ 0.50% PROPOSED GROUND EGL HGL BA S I N E 4 ST A 1 1 + 4 6 . 0 8 RI M 4 9 5 3 . 6 ± IN V . I N 4 9 5 1 . 8 7 ( E ) IN V . O U T 4 9 5 1 . 7 0 ( S ) PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST9 PL A N & P R O F I L E ST O R M D R A I N S D & E 21 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN ESTORM DRAIN D PROFILE SCALE: KEYMAP RIGHT LEFT 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 ST M H C 3 ST A 9 + 9 9 . 9 9 RI M 4 9 5 5 . 3 ± IN V . I N 4 9 4 6 . 6 2 ( N ) IN V . I N 4 9 4 6 . 7 2 ( E ) IN V . I N 4 9 4 7 . 9 5 ( W ) IN V . O U T 4 9 4 6 . 6 2 ( S ) IN L E T F 3 ST A 1 2 + 1 1 . 7 4 FL . E L 4 9 5 4 . 8 ± IN V . I N 4 9 4 7 . 3 6 ( E ) IN V . O U T 4 9 4 7 . 3 6 ( S W ) BA S I N F 5 ST A 1 3 + 0 3 . 5 4 RI M 4 9 5 4 . 9 ± IN V . I N 4 9 4 8 . 5 2 ( N E ) IN V . I N 4 9 4 7 . 6 4 ( N ) IN V . O U T 4 9 4 7 . 6 3 ( W ) IN L E T F 8 ST A 1 4 + 5 4 . 2 6 FL . E L 4 9 5 1 . 1 ± IN V . O U T 4 9 4 8 . 0 9 ( W ) 42.15 LF 24" HDPE @ 0.30%28.11 LF 24" HDPE @ 0.30% 77.64 LF 12" HDPE @ 0.30% 45.10 LF 12" HDPE @ 0.30% EXISTING GROUND PROPOSED GROUND 12" PVC WATER STA.=13+18.75 TOP=4946.96 27.98 LF 12" HDPE @ 0.30% BA S I N F 7 ST A 1 4 + 0 9 . 1 6 RI M 4 9 5 7 . 4 ± IN V . I N 4 9 4 7 . 9 6 ( E ) IN V . I N 4 9 4 8 . 4 6 ( N W ) IN V . O U T 4 9 4 7 . 9 6 ( S ) TE E F 6 ST A 1 3 + 8 1 . 1 8 IN V . 4 9 4 7 . 8 7 ( N ) IN V . 4 9 4 8 . 1 2 ( W ) IN V . 4 9 4 7 . 8 7 ( S ) 63.69 LF 24" HDPE @ 0.30% 77.87 LF 24" HDPE @ 0.30%91.73 LF 24" HDPE @ 0.30% TE E F 1 ST A 1 0 + 9 1 . 7 2 IN V . 4 9 4 7 . 0 0 ( E ) IN V . 4 9 4 8 . 0 0 ( N ) IN V . 4 9 4 7 . 0 0 ( W ) BA S I N F 2 ST A 1 1 + 6 9 . 5 9 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 8 . 1 4 ( S ) IN V . I N 4 9 4 7 . 2 3 ( N E ) IN V . O U T 4 9 4 7 . 2 3 ( W ) TE E F 4 ST A 1 2 + 3 9 . 8 5 IN V . 4 9 4 7 . 4 4 ( E ) IN V . 4 9 4 8 . 4 4 ( N ) IN V . 4 9 4 7 . 4 4 ( W ) EGL HGL 8" 8" PVC STA.=10+81.73 INV.=4950.56 17" E E E G DSDS DS DS DSDS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" SS 8" SS 8" SS 8" SS 8" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W W S F S E E E E E E E E E E E E E E E E E E E E E E E E E E F TF TF TF TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERWAYS U TSA LP OLYND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYND D D ONOT POLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYN D D D O NOT POLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON RAINSTO WATERWAYS U BUILDING 4000 BUILDING 5000 DOG PARK 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA STMH C3 STA 9+99.99 N: 1462230.86 E: 3123836.20 42.15 LF 24" HDPE @ 0.30% INLET F3 STA 12+11.74 N: 1462250.14 E: 3124042.89 28.11 LF 24" HDPE @ 0.30% 77 . 6 4 L F 1 2 " H D P E @ 0 . 3 0 % 45.10 LF 12" HDPE @ 0.30% BASIN F7 STA 14+09.16 N: 1462355.85 E: 3124135.19 INLET F8 STA 14+54.26 N: 1462357.17 E: 3124180.27 STORM LINE C SEE SHEET ST5 STORM LINE G SEE SHEET ST11 STORM LINE L SEE SHEET ST14 UTILITY EASEMENT (WIDTH VARIES) 27.98 LF 12" HDPE @ 0.30% 63.69 LF 24" HDPE @ 0.30% 77.87 LF 24" HDPE @ 0.30% 91.73 LF 24" HDPE @ 0.30% BASIN F2 STA 11+69.59 N: 1462230.11 E: 3124005.80 STORM LINE N THIS SHEET RIGHT BASIN G5 STA 11+80.89 N: 1462382.80 E: 3123954.83 PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST10 PL A N & P R O F I L E ST O R M D R A I N S F 22 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN F KEYMAP ST11 ST10 ST11 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 13+50 ST M H C 6 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 4 . 2 ± IN V . I N 4 9 4 8 . 1 1 ( E ) IN V . I N 4 9 4 8 . 0 0 ( W ) IN V . O U T 4 9 4 8 . 0 1 ( S ) BA S I N G 4 ST A 1 1 + 1 8 . 6 2 RI M 4 9 5 5 . 5 ± IN V . I N 4 9 4 9 . 8 0 ( S ) IN V . O U T 4 9 4 9 . 3 0 ( W ) BA S I N G 8 ST A 1 2 + 6 3 . 4 6 RI M 4 9 5 7 . 5 ± IN V . I N 4 9 5 2 . 7 6 ( S E ) IN V . O U T 4 9 5 2 . 4 3 ( W ) IN L E T G 9 ST A 1 2 + 8 4 . 3 1 FL . E L 4 9 5 7 . 0 ± IN V . O U T 4 9 5 3 . 8 0 ( N W ) 9.79 LF 18" HDPE @ 1.00% 43.18 LF 18" HDPE @ 1.00% 62.27 LF 12" HDPE @ 2.73% 13.87 LF 12" HDPE @ 1.00% 20.85 LF 8" HDPE @ 5.00% PROPOSED GROUND EXISTING GROUND 20.16 LF 12" HDPE @ 1.00% TE E G 7 ST A 1 2 + 4 3 . 3 0 IN V . 4 9 5 2 . 2 2 ( E ) IN V . 4 9 5 2 . 5 2 ( S ) IN V . 4 9 5 2 . 1 0 ( W ) TE E G 6 ST A 1 1 + 9 4 . 7 6 IN V . 4 9 5 1 . 7 4 ( E ) IN V . 4 9 5 2 . 0 4 ( S ) IN V . 4 9 5 1 . 7 4 ( W ) 48.54 LF 12" HDPE @ 0.75% 30.60 LF 18" HDPE @ 1.00% 35.05 LF 18" HDPE @ 1.00% TE E G 3 ST A 1 0 + 8 8 . 0 2 IN V . 4 9 4 8 . 9 9 ( E ) IN V . 4 9 4 9 . 7 4 ( S ) IN V . 4 9 4 8 . 9 9 ( W ) TE E G 2 ST A 1 0 + 5 2 . 9 7 IN V . 4 9 4 8 . 6 4 ( E ) IN V . 4 9 4 9 . 3 9 ( S ) IN V . 4 9 4 8 . 6 4 ( W ) TE E G 1 ST A 1 0 + 0 9 . 7 9 IN V . 4 9 4 8 . 5 4 ( N ) IN V . 4 9 4 8 . 2 1 ( E ) IN V . 4 9 4 8 . 2 1 ( W ) EGL HGL BA S I N G 5 ST A 1 1 + 8 0 . 8 9 RI M 4 9 5 7 . 3 ± IN V . I N 4 9 5 1 . 6 0 ( E ) IN V . I N 4 9 5 1 . 6 0 ( S W ) IN V . O U T 4 9 5 1 . 5 0 ( N ) E DS DSDS DS DS DS DS DS DS 8" W 8" W 8" W 8" W 8" W 8" W S E E E E E E E EEEE F TF TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U N O R T H L E M A Y A V E N U E BUILDING 5000 26' D, U, EA EASEMENT 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT STMH C6 STA 10+00.00 N: 1462445.07 E: 3123836.21 TEE G1 STA 10+09.79 N: 1462445.07 E: 3123846.00 9.79 LF 18" HDPE @ 1.00% 43.18 LF 18" HDPE @ 1.00% BASIN G4 STA 11+18.62 N: 1462445.07 E: 3123954.83 62.27 LF 12" HDPE @ 2.73% 13.87 LF 12" HDPE @ 1.00% BASIN G8 STA 12+63.46 N: 1462382.80 E: 3124037.40 20.85 LF 8" HDPE @ 5.00% INLET G9 STA 12+84.31 N: 1462367.90 E: 3124051.98 17.16 LF 8" HDPE @ 3.00% INLET G5-1 INV. =4952.12 (NE) STORM LINE H SEE SHEET ST12 35.05 LF 18" HDPE @ 1.00% 30.60 LF 18" HDPE @ 1.00% 48.54 LF 12" HDPE @ 0.75% 20.16 LF 12" HDPE @ 1.00% BASIN G5 STA 11+80.89 N: 1462382.80 E: 3123954.83 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 11+50 BA S I N F 5 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 4 . 9 ± IN V . I N 4 9 4 8 . 5 2 ( N E ) IN V . I N 4 9 4 7 . 6 4 ( N ) IN V . O U T 4 9 4 7 . 6 3 ( W ) IN L E T N 4 ST A 1 0 + 9 7 . 0 0 FL . E L 4 9 5 1 . 0 ± IN V . O U T 4 9 4 8 . 8 1 ( S W ) 28.65 LF 12" HDPE @ 0.30% EXISTING GROUND PROPOSED GROUND TE E N 1 ST A 1 0 + 2 8 . 6 5 IN V . 4 9 4 8 . 6 1 ( N E ) IN V . 4 9 4 8 . 8 5 ( S E ) IN V . 4 9 4 8 . 6 1 ( S W ) TE E N 2 ST A 1 0 + 3 9 . 5 0 IN V . 4 9 4 8 . 6 4 ( N E ) IN V . 4 9 4 8 . 9 0 ( S E ) IN V . 4 9 4 8 . 6 4 ( S W ) TE E N 3 ST A 1 0 + 6 0 . 8 3 IN V . 4 9 4 8 . 7 0 ( N E ) IN V . 4 9 4 8 . 9 8 ( S E ) IN V . 4 9 4 8 . 7 0 ( S W ) 10.85 LF 12" HDPE @ 0.30% 21.33 LF 12" HDPE @ 0.30% 36.17 LF 12" HDPE @ 0.30% EGL HGL E E E E G DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS 12" W 12" W 12" W 12" W 12" W 12" W 12" W W F E E E E E E E E E TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERWAYS U T SALPOL YND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCT ILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOW ATERWAYS U BUILDING 4000 DOG PARK 26' FL-FL 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA 10' UE BASIN F5 STA 10+00.00 N: 1462250.23 E: 3124134.69 28.65 LF 12" HDPE @ 0.30% INLET N4 STA 10+97.00 N: 1462300.04 E: 3124217.93 STORM LINE F THIS SHEET ST10 STORM LINE G STORM LINE L SEE SHEET ST14 500-YEAR FLOODPLAIN 10.85 LF 12" HDPE @ 0.30% 36.17 LF 12" HDPE @ 0.30% 21.33 LF 12" HDPE @ 0.30% PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST11 PL A N & P R O F I L E ST O R M D R A I N N & G 23 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN G PROFILE SCALE: STORM DRAIN N KEYMAP LEFT ST10 RIGHT E E E E G DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 8" W 8" W 8" W 8" W S F E E E E E E E E EEEE E W TF TF TSALPOLYN D D D ONOTPOLLT EUCTILEIRONRAIN STOW ATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLT EUCTILEIRONRAIN STOW ATERWAYS U TSAL DEIRONR AINSTO WATERW AYS TSAL D EIRON RAINST OWATE RWAYS TSAL DEIRONR AINSTO WATERW AYS TSALPOLYN D D D ON OTPOLLTE UCTILEIRO NRAINS TOWAT ERWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRON RAINS TOWATE RWAYS U 30' UTILITY & DRAINAGE BUILDING 6000 26' D, U, EA EASEMENT 10' UE TEE G1 STA 10+00.00 N: 1462445.07 E: 3123846.00 TEE H1 STA 10+51.04 N: 1462496.11 E: 3123846.08INLET H1-1 INV. =4950.41 (E) INLET H2-1 INV. =4950.48 (E) TEE H2 STA 10+91.85 N: 1462536.92 E: 3123846.14 TEE H5 STA 11+70.27 N: 1462614.42 E: 3123853.68 INLET H7 STA 12+20.46 N: 1462663.13 E: 3123865.80 INLET H5-1 INV. =4950.67 (E) BASIN H11 STA 13+29.38 N: 1462707.36 E: 3123771.99 TEE H9 STA 12+75.59 N: 1462694.37 E: 3123824.19 BASIN H8 STA 12+52.57 N: 1462688.81 E: 3123846.52 BASIN H3 STA 11+39.37 N: 1462584.44 E: 3123846.22 51.04 LF 15" HDPE @ 0.50% 33.50 LF 8" HDPE @ 3.00% 28.58 LF 8" HDPE @ 3.00% 40.81 LF 15" HDPE @ 0.50% 47.52 LF 15" HDPE @ 0.50% 6.16 LF 15" HDPE @ 0.50% 22.57 LF 15" HDPE @ 0.50% 25.25 LF 8" HDPE @ 3.00% 10.62 LF 8" HDPE @ 0.50% 43.18 LF 8" HDPE @ 0.50% 23.01 LF 8" HDPE @ 0.50% 32.11 LF 8" HDPE @ 0.50% 27.63 LF 15" HDPE @ 0.50% 24.73 LF 15" HDPE @ 0.50% 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 12+50 EXISTING GROUND PROPOSED GROUND ST M H B 2 ST A ? ? ? RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) ST M H B 2 ST A ? ? ? RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) ST M H B 2 ST A ? ? ? RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) ST M H B 2 ST A ? ? ? RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) ST M H B 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 5 . 6 ± IN V . I N 4 9 4 7 . 3 0 ( N W ) IN V . I N 4 9 4 5 . 8 1 ( S E ) IN V . O U T 4 9 4 5 . 3 1 ( S W ) BA S I N I 3 ST A 1 0 + 5 4 . 6 4 RI M 4 9 5 5 . 9 ± IN V . I N 4 9 4 9 . 0 4 ( S W ) IN V . I N 4 9 4 9 . 2 1 ( N E ) IN V . O U T 4 9 4 8 . 9 4 ( S E ) IN L E T I 6 ST A 1 1 + 2 8 . 9 4 FL . E L 4 9 5 5 . 2 ± IN V . I N 4 9 5 0 . 8 6 ( S W ) IN V . I N 4 9 5 1 . 0 3 ( N W ) IN V . O U T 4 9 5 0 . 5 3 ( N E ) TE E I 1 ST A 1 0 + 1 7 . 5 2 IN V . 4 9 4 7 . 8 3 ( N W ) IN V . 4 9 4 8 . 0 0 ( N E ) IN V . 4 9 4 7 . 8 3 ( S E ) TE E I 2 ST A 1 0 + 4 6 . 1 1 IN V . 4 9 4 8 . 6 9 ( N W ) IN V . 4 9 4 8 . 8 6 ( N E ) IN V . 4 9 4 8 . 6 9 ( S E ) TE E I 4 ST A 1 0 + 6 4 . 0 2 IN V . 4 9 4 9 . 2 3 ( S W ) IN V . 4 9 4 9 . 5 3 ( N W ) IN V . 4 9 4 9 . 2 3 ( N E ) TE E I 5 ST A 1 0 + 7 6 . 6 7 IN V . 4 9 4 9 . 4 8 ( S W ) IN V . 4 9 4 9 . 7 8 ( N W ) IN V . 4 9 4 9 . 4 8 ( N E ) TE E I 7 ST A 1 1 + 5 3 . 7 6 IN V . 4 9 5 1 . 6 0 ( S W ) IN V . 4 9 5 1 . 6 8 ( N W ) IN V . 4 9 5 1 . 6 0 ( N E ) TE E I 8 ST A 1 1 + 7 6 . 8 9 IN V . 4 9 5 2 . 3 8 ( N W ) IN V . 4 9 5 2 . 3 0 ( S W ) IN V . 4 9 5 2 . 3 0 ( N E ) BA S I N I 9 ST A 1 1 + 8 7 . 5 0 RI M 4 9 5 5 . 6 ± IN V . I N 4 9 5 2 . 7 8 ( N W ) IN V . O U T 4 9 5 2 . 6 2 ( N E ) 23.13 LF 8" HDPE @ 3.00% 10.61 LF 8" HDPE @ 3.00% 24.82 LF 8" HDPE @ 3.00% 52.27 LF 12" HDPE @ 2.00% 12.65 LF 12" HDPE @ 2.00% 9.38 LF 12" HDPE @ 2.00% 8.54 LF 12" HDPE @ 3.00% 28.59 LF 12" HDPE @ 3.00% 17.52 LF 12" HDPE @ 3.00% EGL HGL E E E E DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS W S F E E E E E E E E E E E E E E E E E E E E E E E EE E TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U T SALPOL YND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYND D D ONOT POLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWA TERWAYS U T SALPOL YND D D ONOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U D D OLLTE UCTILE IRON RAIN S TO U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOW ATERWAYS U 500-YEAR FLOODPLAIN BUILDING 4000 26' D, U, EA EASEMENT 10' UE 10' UE DRAINAGE EASEMENT (WIDTH VARIES) INLET I6 STA 11+28.94 N: 1462092.73 E: 3124108.93 BASIN I3 STA 10+54.64 N: 1462123.28 E: 3124176.66 TEE I1 STA 10+17.52 N: 1462089.44 E: 3124191.92 STMH B2 STA 10+00.00 N: 1462073.47 E: 3124199.13 INLET I1-1 INV. =4951.13 (SW) INLET I3-2 INV. =4953.18 (SW) UTILITY EASEMENT (WIDTH VARIES) 39.17 LF 8" HDPE @ 8.00% 17.52 LF 12" HDPE @ 3.00% 28.59 LF 12" HDPE @ 3.00% 8.54 LF 12" HDPE @ 3.00% 37.10 LF 10" HDPE @ 8.00% 9.38 LF 12" HDPE @ 2.00% 12.65 LF 12" HDPE @ 2.00% 3 9 . 8 4 L F 3 0 " H D P E @ 0 . 3 5 % 52.27 LF 12" HDPE @ 2.00% 24.82 LF 8" HDPE @ 3.00% 23.13 LF 8" HDPE @ 3.00% 10.61 LF 8" HDPE @ 3.00% STORM LINE L SEE SHEET ST14 BASIN I9 STA 11+87.50 N: 1462068.64 E: 3124055.55 12.63 LF 10" HDPE @ 8.00% TEE I3-1 STA 10+54.64 N: 1462156.76 E: 3124192.64 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 12+50 51.04 LF 15" HDPE @ 0.50% 40.81 LF 15" HDPE @ 0.50% 47.52 LF 15" HDPE @ 0.50% 6.16 LF 15" HDPE @ 0.50% 22.57 LF 15" HDPE @ 0.50% PROPOSED GROUND 24.73 LF 15" HDPE @ 0.50% 27.63 LF 15" HDPE @ 0.50% EXISTING GROUND EGL HGL TE E G 1 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 4 8 . 5 4 ( N ) IN V . 4 9 4 8 . 2 1 ( E ) IN V . 4 9 4 8 . 2 1 ( W ) IN L E T H 7 ST A 1 2 + 2 0 . 4 6 FL . E L 4 9 5 4 . 4 ± IN V . I N 4 9 5 0 . 3 3 ( N W ) IN V . O U T 4 9 4 9 . 7 5 ( S ) TE E H 1 ST A 1 0 + 5 1 . 0 4 IN V . 4 9 4 8 . 8 0 ( N ) IN V . 4 9 4 9 . 4 0 ( W ) IN V . 4 9 4 8 . 8 0 ( S ) TE E H 2 ST A 1 0 + 9 1 . 8 5 IN V . 4 9 4 9 . 0 0 ( N ) IN V . 4 9 4 9 . 6 2 ( W ) IN V . 4 9 4 9 . 0 0 ( S ) TE E H 4 ST A 1 1 + 4 5 . 5 3 IN V . 4 9 4 9 . 3 7 ( N ) IN V . 4 9 4 9 . 9 9 ( W ) IN V . 4 9 4 9 . 3 7 ( S ) TE E H 6 ST A 1 1 + 9 2 . 8 3 IN V . 4 9 4 9 . 6 1 ( N ) IN V . 4 9 5 0 . 2 1 ( W ) IN V . 4 9 4 9 . 6 1 ( S ) TE E H 5 ST A 1 1 + 7 0 . 2 7 IN V . 4 9 4 9 . 4 9 ( N ) IN V . 4 9 4 9 . 9 1 ( W ) IN V . 4 9 4 9 . 4 9 ( S ) BA S I N H 3 ST A 1 1 + 3 9 . 3 7 RI M 4 9 5 4 . 8 ± IN V . I N 4 9 4 9 . 3 4 ( N ) IN V . I N 4 9 5 0 . 0 9 ( W ) IN V . O U T 4 9 4 9 . 2 4 ( S ) PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST12 PL A N & P R O F I L E ST O R M D R A I N S H & I 24 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN ISTORM DRAIN H PROFILE SCALE: KEYMAP ST13 RIGHT LEFT 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 EXISTING GROUND PROPOSED GROUND IN L E T B 3 ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 5 5 . 4 ± IN V . I N 4 9 4 7 . 4 4 ( N E ) IN V . I N 4 9 4 6 . 4 4 ( S E ) IN V . O U T 4 9 4 5 . 9 4 ( N W ) IN L E T J 3 ST A 1 0 + 6 8 . 1 7 FL . E L 4 9 5 5 . 0 ± IN V . I N 4 9 4 7 . 7 9 ( N E ) IN V . O U T 4 9 4 7 . 7 9 ( S W ) BA S I N J 7 ST A 1 1 + 2 2 . 1 7 RI M 4 9 5 1 . 2 ± IN V . I N 4 9 4 8 . 2 2 ( N W ) IN V . O U T 4 9 4 8 . 0 6 ( S W ) BA S I N J 1 5 ST A 1 3 + 1 2 . 3 7 RI M 4 9 5 2 . 9 ± IN V . I N 4 9 4 9 . 5 1 ( S W ) IN V . O U T 4 9 4 9 . 1 7 ( S E ) 48.39 LF 12" HDPE @ 0.50% 7.91 LF 12" HDPE @ 0.50% 11.87 LF 12" HDPE @ 0.50% TE E J 2 ST A 1 0 + 5 6 . 3 0 IN V . 4 9 4 7 . 7 3 ( N E ) IN V . 4 9 4 7 . 8 5 ( N W ) IN V . 4 9 4 7 . 7 3 ( S W ) TE E J 1 ST A 1 0 + 4 8 . 3 9 IN V . 4 9 4 7 . 6 9 ( N E ) IN V . 4 9 4 7 . 9 9 ( N W ) IN V . 4 9 4 7 . 6 9 ( S W ) TE E J 6 ST A 1 1 + 0 6 . 7 8 IN V . 4 9 4 8 . 0 6 ( S E ) IN V . 4 9 4 7 . 9 8 ( N E ) IN V . 4 9 4 7 . 9 8 ( S W ) 24.17 LF 12" HDPE @ 0.50%7.60 LF 12" HDPE @ 0.50% 6.84 LF 12" HDPE @ 0.50% TE E J 5 ST A 1 0 + 9 9 . 9 4 IN V . 4 9 4 7 . 9 4 ( N E ) IN V . 4 9 4 8 . 2 4 ( N W ) IN V . 4 9 4 7 . 9 4 ( S W ) TE E J 4 ST A 1 0 + 9 2 . 3 4 IN V . 4 9 4 7 . 9 1 ( N E ) IN V . 4 9 4 8 . 2 1 ( N W ) IN V . 4 9 4 7 . 9 1 ( S W ) 51.91 LF 10" HDPE @ 0.50% 13.36 LF 10" HDPE @ 0.50% 13.69 LF 10" HDPE @ 0.50%29.64 LF 10" HDPE @ 0.50% 19.39 LF 10" HDPE @ 0.50% 21.90 LF 10" HDPE @ 0.50% 11.71 LF 10" HDPE @ 0.50% 28.60 LF 10" HDPE @ 0.50% TE E J 1 4 ST A 1 2 + 9 0 . 4 7 IN V . 4 9 4 9 . 0 6 ( N W ) IN V . 4 9 4 9 . 2 3 ( S W ) IN V . 4 9 4 9 . 0 6 ( S E ) TE E J 1 3 ST A 1 2 + 7 8 . 7 6 IN V . 4 9 4 9 . 0 0 ( N W ) IN V . 4 9 4 9 . 1 8 ( S W ) IN V . 4 9 4 9 . 0 0 ( S E ) TE E J 1 2 ST A 1 2 + 5 0 . 1 6 IN V . 4 9 4 8 . 8 6 ( N W ) IN V . 4 9 4 9 . 0 3 ( S W ) IN V . 4 9 4 8 . 8 6 ( S E ) TE E J 1 1 ST A 1 2 + 3 0 . 7 7 IN V . 4 9 4 8 . 7 6 ( N W ) IN V . 4 9 4 8 . 9 4 ( S W ) IN V . 4 9 4 8 . 7 6 ( S E ) TE E J 9 ST A 1 1 + 8 7 . 4 4 IN V . 4 9 4 8 . 7 2 ( S W ) IN V . 4 9 4 8 . 5 5 ( N W ) IN V . 4 9 4 8 . 5 5 ( S E ) TE E J 8 ST A 1 1 + 7 4 . 0 8 IN V . 4 9 4 8 . 4 8 ( N W ) IN V . 4 9 4 8 . 6 5 ( S W ) IN V . 4 9 4 8 . 4 8 ( S E ) TE E J 1 0 ST A 1 2 + 0 1 . 1 3 IN V . 4 9 4 8 . 6 2 ( N W ) IN V . 4 9 4 8 . 7 9 ( S W ) IN V . 4 9 4 8 . 6 2 ( S E ) EGL HGL 15.39 LF 12" HDPE @ 0.50% E E E E E E E E E G DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS 12" W 12" W W F E E E E E E E E E E E E E E E E E E TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRON RA INSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONO TPOLLTE UCTILE IRON R AINS TO WATERWAY S U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYND D D O NOTPO LLTE UCTILEIRON RAINST OWATER WAYS U TSAL P OLYND D D O NOTPOLLTE UCTILEIRON RAINS TOWATE RWAYS U 125' ROW 500-YEAR FLOODPLAIN BUILDING 4000 10' UE 10' UE INLET B3 STA 10+00.00 N: 1462037.15 E: 3124215.51 INLET J3 STA 10+68.17 N: 1462065.18 E: 3124277.65 BASIN J7 STA 11+22.17 N: 1462087.39 E: 3124326.87 TEE J6 STA 11+06.78 N: 1462081.06 E: 3124312.84 BASIN J15 STA 13+12.37 N: 1462260.71 E: 3124248.54 N O R T H L E M A Y A V E N U E 48.39 L F 12" H D P E @ 0.50 % 7.91 LF 12" HDPE @ 0.50% 11.87 LF 12" HDPE @ 0.50% 24.17 LF 12" HDPE @ 0.50% 7.60 LF 12" HDPE @ 0.50% 6.84 LF 12" HDPE @ 0.50% 15.39 LF 12" HDPE @ 0.50% 51.91 LF 10" HDPE @ 0.50% 13.36 LF 10" HDPE @ 0.50%13.69 LF 10" HDPE @ 0.50% 29.64 LF 10" HDPE @ 0.50% 19.39 LF 10" HDPE @ 0.50% 28.60 LF 10" HDPE @ 0.50% 11.71 LF 10" HDPE @ 0.50% 21.90 LF 10" HDPE @ 0.50% STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST10 STORM LINE I SEE SHEET ST12 12.63 LF 10" HDPE @ 8.00% TEE I3-1 STA 10+54.64 N: 1462156.76 E: 3124192.64 PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST13 PL A N & P R O F I L E ST O R M D R A I N J 25 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN J KEYMAP ST13 ST12 ST12 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 14+00 15+00 BA S I N K 7 ST A 1 3 + 9 0 . 1 0 RI M 4 9 5 5 . 4 ± IN V . I N 4 9 5 2 . 9 8 ( N ) IN V . O U T 4 9 5 2 . 8 1 ( E ) BA S I N K 1 ST A 1 0 + 7 8 . 0 5 RI M 4 9 5 1 . 8 ± IN V . I N 4 9 4 8 . 9 4 ( S ) IN V . O U T 4 9 4 8 . 8 4 ( N W ) EXISTING GROUND PROPOSED GROUND TE E J 6 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 4 8 . 0 6 ( S E ) IN V . 4 9 4 7 . 9 8 ( N E ) IN V . 4 9 4 7 . 9 8 ( S W ) 78.05 LF 10" HDPE @ 1.00% 109.29 LF 10" HDPE @ 1.00% TE E K 2 ST A 1 1 + 8 7 . 3 4 IN V . 4 9 5 0 . 0 3 ( S ) IN V . 4 9 5 0 . 2 0 ( W ) IN V . 4 9 5 0 . 0 3 ( N ) TE E K 3 ST A 1 2 + 2 0 . 4 7 IN V . 4 9 5 0 . 3 6 ( S ) IN V . 4 9 5 0 . 5 3 ( W ) IN V . 4 9 5 0 . 3 6 ( N ) TE E K 4 ST A 1 2 + 3 6 . 9 1 IN V . 4 9 5 0 . 5 3 ( S ) IN V . 4 9 5 0 . 7 0 ( W ) IN V . 4 9 5 0 . 5 3 ( N ) 36.25 LF 10" HDPE @ 1.00% 16.44 LF 10" HDPE @ 1.00% 33.13 LF 10" HDPE @ 1.00% BA S I N K 5 ST A 1 2 + 7 3 . 1 6 RI M 4 9 5 4 . 1 ± IN V . I N 4 9 5 1 . 0 6 ( W ) IN V . O U T 4 9 5 0 . 8 9 ( N ) 102.27 LF 8" HDPE @ 1 . 5 0 % TE E K 6 ST A 1 3 + 7 5 . 4 3 IN V . 4 9 5 2 . 5 9 ( W ) IN V . 4 9 5 2 . 6 7 ( N ) IN V . 4 9 5 2 . 5 9 ( E ) 14.67 LF 8" HDPE @ 1.50% EGL HGL E E E E E E E E TF TSALPOLYND D D ONOTPOLLTE UCTILEIRON RA INSTO WATERW AYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TEU CTILEIRO NRAINS TOWA TERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTO WATERW AYS U E E E E E D D E DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) 15.00 SLOPE & UTILITY EASEMENT (REC. #20180037021) BUILDING 2000 10.00 UE BASIN K7 STA 13+90.10 N: 1461814.80 E: 3124228.00 BASIN K5 STA 12+73.16 N: 1461814.80 E: 3124344.94 BASIN K1 STA 10+78.05 N: 1462009.91 E: 3124344.94 TEE J6 STA 10+00.00 N: 1462081.06 E: 3124312.84 7 8 . 0 5 L F 1 0 " H D P E @ 1 . 0 0 % 109.29 LF 10" HDPE @ 1.00% 33.13 LF 10" HDPE @ 1.00% 16.44 LF 10" HDPE @ 1.00% 36.25 LF 10" HDPE @ 1.00% 102.27 LF 8" HDPE @ 1.50% 14.67 LF 8" HDPE @ 1.50% PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST14 PL A N & P R O F I L E ST O R M D R A I N S K 26 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN K KEYMAP ST14 ST15 ST15 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 13+00 IN L E T C 2 ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 5 4 . 4 ± IN V . I N 4 9 4 6 . 2 4 ( N ) IN V . I N 4 9 4 6 . 7 3 ( E ) IN V . O U T 4 9 4 6 . 2 4 ( S ) 47.71 LF 12" HDPE @ 3.03% IN L E T M 1 ST A 1 0 + 4 7 . 7 1 FL . E L 4 9 5 6 . 1 ± IN V . I N 4 9 4 8 . 2 8 ( E ) IN V . O U T 4 9 4 8 . 1 8 ( W ) PROPOSED GROUND 98.24 LF 12" HDPE @ 3.00%24.45 LF 12" HDPE @ 2.00% 13.14 LF 12" HDPE @ 2.00% 19.57 LF 12" HDPE @ 2.00% 24.01 LF 12" HDPE @ 2.00% BA S I N M 6 ST A 1 2 + 2 7 . 1 2 RI M 4 9 5 6 . 5 ± IN V . I N 4 9 5 3 . 5 5 ( N E ) IN V . O U T 4 9 5 3 . 0 5 ( N W ) IN L E T M 4 ST A 1 1 + 8 3 . 5 4 RI M 4 9 5 6 . 8 ± IN V . I N 4 9 5 2 . 1 8 ( S E ) IN V . O U T 4 9 5 2 . 0 8 ( N ) IN L E T M 2 ST A 1 1 + 4 5 . 9 5 RI M 4 9 5 7 . 5 ± IN V . I N 4 9 5 1 . 3 3 ( S ) IN V . I N 4 9 5 1 . 3 3 ( E ) IN V . O U T 4 9 5 1 . 2 3 ( W ) TE E M 3 ST A 1 1 + 7 0 . 4 0 IN V . 4 9 5 1 . 8 2 ( S ) IN V . 4 9 5 2 . 1 2 ( E ) IN V . 4 9 5 1 . 8 2 ( N ) TE E M 5 ST A 1 2 + 0 3 . 1 2 IN V . 4 9 5 2 . 5 7 ( S E ) IN V . 4 9 5 2 . 8 7 ( N E ) IN V . 4 9 5 2 . 5 7 ( N W ) EGL HGL EXISTING GROUND 8" W 8" W 8" W 8" W W S F E E E E E E E E EE E EEEEE TF TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWAT ERWAYS U TS ALPOL YND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRA INSTO WATERWA YS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINS TOWATERWAYS U E X X XXXXXXXX X X X XXXXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS DS DS 26.00 D, U, EA EASEMENT 10.00 UE 30.00 ELCO NON-EXCLUSIVE EASEMENT INLET C2 STA 10+00.00 N: 1462142.08 E: 3123829.21 47.71 LF 12" H D P E @ 3 . 0 3 % INLET M1 STA 10+47.71 N: 1462148.68 E: 3123876.46 24.45 LF 12" HDPE @ 2.00% 13.14 LF 12" HDPE @ 2.00% 19.57 LF 12" HDPE @ 2.00% 24.01 LF 12" HDPE @ 2.00% INLET M4 STA 11+83.54 N: 1462111.09 E: 3123974.70 INLET M2 STA 11+45.95 N: 1462148.68 E: 3123974.70 98.24 LF 12" HDPE @ 3.00% BASIN M6 STA 12+27.12 N: 1462083.99 E: 3124008.83 STORM LINE D SEE SHEET ST98" SS 12" W 12" W 12" W 12" W 12" W 12" W 12" W 12" W W S S F E E E E E E E E E E E E E E E E E E TF TSA LP OLYND D D O NOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWA TERWAYS U TSA LP OLYND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOTPOL LTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRONR AINSTO WATER WAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON RAINSTO WATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON RAINS TO WATERWA YS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTOWATER WAYS U E X X X DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 500-YEAR FLOODPLAIN BUILDING 4000 TRACT A D, U, EA 10.00 UE 4 9 . 0 7 L F 8 " H D P E @ 1 . 7 4 % BASIN L1 STA 10+49.08 N: 1462184.66 E: 3124024.29 12.30 LF 8" HDPE @ 4.19% BASIN L7 STA 11+46.09 N: 1462219.99 E: 3124114.64 12.07 LF 8" HDPE @ 4.19% 22.26 L F 8" HD P E @ 4.19 % 15.51 LF 8" HDPE @ 4.19% 20.45 LF 8" HDPE @ 4.18% 14.42 L F 8" HD P E @ 4.19 % 5.56 LF 6" HDPE @ 3.00% STORM LINE M SEE SHEET ST15 STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST10 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 BA S I N L 1 ST A 1 0 + 4 9 . 0 8 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 4 9 . 0 9 ( E ) IN V . I N 4 9 4 9 . 0 9 ( S ) IN V . O U T 4 9 4 9 . 0 0 ( N ) 49.07 LF 8" HDPE @ 1.74% 12.30 LF 8" HDPE @ 4.19% BA S I N L 7 ST A 1 1 + 4 6 . 0 9 RI M 4 9 5 6 . 7 ± IN V . I N 4 9 5 3 . 2 5 ( E ) IN V . O U T 4 9 5 3 . 1 5 ( W ) EXISTING GROUND PROPOSED GROUND BA S I N F 2 ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 8 . 1 4 ( S ) IN V . I N 4 9 4 7 . 2 3 ( N E ) IN V . O U T 4 9 4 7 . 2 3 ( W ) TE E L 2 ST A 1 0 + 6 1 . 3 8 IN V . 4 9 4 9 . 6 1 ( E ) IN V . 4 9 4 9 . 6 9 ( S ) IN V . 4 9 4 9 . 6 1 ( W ) TE E L 3 ST A 1 0 + 7 3 . 4 5 IN V . 4 9 5 0 . 1 1 ( E ) IN V . 4 9 5 0 . 1 9 ( S ) IN V . 4 9 5 0 . 1 1 ( W ) TE E L 4 ST A 1 0 + 9 5 . 7 1 IN V . 4 9 5 1 . 0 4 ( E ) IN V . 4 9 5 1 . 1 2 ( S ) IN V . 4 9 5 1 . 0 4 ( W ) TE E L 6 ST A 1 1 + 3 1 . 6 7 IN V . 4 9 5 2 . 5 5 ( E ) IN V . 4 9 5 2 . 6 3 ( S ) IN V . 4 9 5 2 . 5 5 ( W ) TE E L 5 ST A 1 1 + 1 1 . 2 1 IN V . 4 9 5 1 . 6 9 ( E ) IN V . 4 9 5 1 . 7 7 ( S ) IN V . 4 9 5 1 . 6 9 ( W ) 12.07 LF 8" HDPE @ 4.19% 22.26 LF 8" HDPE @ 4.19% 15.51 LF 8" HDPE @ 4.19% 20.45 LF 8" HDPE @ 4.18% 14.42 LF 8" HDPE @ 4.19%EGL HGL PROFILE SCALE: Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 ST15 PL A N & P R O F I L E ST O R M D R A I N L & M 27 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 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY STORM DRAIN M KEYMAP PROFILE SCALE: STORM DRAIN L ST14 LEFT RIGHT 12'' W 12'' W 12'' W 10'' SS 10'' SS UGE UGE UGE UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D W 60" W 60" W 60" W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO D D D S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E G DS DS DS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDMONITO R I N G W E L L TRAFFIC R A T E D TF TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAI NSTOWA TERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAY S U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INSTOWATERWAYS U TSALPOLYN D D D O NOT POLL TE UCT ILE I RON RA INS TO WA TERWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILE IRON RAINSTOWATER WAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WAT ERWAYS U TSALPOLYN D D D O NOT POLL TE UC TILEIRO N RAINS TO WATERWAYS U TSALPOLYN D D D O NOT POL LT E UCTI LE IRON RAIN ST O WAT ERWAYS U ROOF STUB B30-1 INV. OUT=4955.32 (S) FG=4958.78 ROOF STUB B29-1 INV. OUT=4953.95 (S) FG=4958.77 ROOF STUB B28-1 INV. OUT=4953.78 (S) FG=4958.84 ROOF STUB B27-1 INV. OUT=4953.47 (S) FG=4958.77 BASIN B30 INV. IN=4953.60 (N) INV. OUT=4952.35 (E) FG=4955.71 TEE B29 INV. IN=4952.10 (W) INV. IN=4952.27 (N) INV. OUT=4952.10 (E) FG=4955.62 TEE B27 INV. IN=4951.68 (W) INV. IN=4951.85 (N) INV. OUT=4951.68 (E) FG=4955.72 TEE B26 INV. IN=4951.39 (W) INV. IN=4951.56 (N) INV. OUT=4951.39 (E) FG=4955.81 TEE B25 INV. IN=4951.32 (W) INV. IN=4951.49 (N) INV. OUT=4951.32 (E) FG=4955.85 TEE B24 INV. IN=4951.14 (W) INV. IN=4951.31 (N) INV. OUT=4951.14 (E) FG=4955.90 TEE B23 INV. IN=4951.02 (W) INV. IN=4951.20 (N) INV. OUT=4951.02 (E) FG=4956.01 TEE B22 INV. IN=4950.97 (W) INV. IN=4951.15 (N) INV. OUT=4950.97 (E) FG=4956.21 TEE B21 INV. IN=4950.61 (W) INV. IN=4950.78 (N) INV. OUT=4950.61 (E) FG=4956.34 ROOF STUB B21-1 INV. OUT=4951.86 (S) FG=4958.86 ROOF STUB B22-1 INV. OUT=4952.29 (S) FG=4958.87 ROOF STUB B23-1 INV. OUT=4953.46 (S) FG=4958.89 ROOF STUB B24-1 INV. OUT=4952.86 (S) FG=4958.86 ROOF STUB B25-1 INV. OUT=4953.05 (S) FG=4958.83 ROOF STUB B26-1 INV. OUT=4952.97 (S) FG=4958.50 TEE B15 INV. IN=4949.11 (S) INV. IN=4949.61 (W) INV. OUT=4949.11 (N) FG=4955.60 TEE B14 INV. IN=4949.08 (S) INV. IN=4949.58 (W) INV. OUT=4949.08 (N) FG=4955.74 ROOF STUB B14-1 INV. OUT=4953.95 (E) FG=4959.06 ROOF STUB B15-1 INV. OUT=4953.83 (E) FG=4958.87 ROOF STUB C1-12-1 INV. OUT=4955.82 (W) FG=4958.85 4.25 LF 6" HDPE @ 8.00% BASIN C1-12 INV. IN=4955.48 (W) INV. IN=4955.48 (E) INV. OUT=4955.15 (N) FG=4958.85 15.50 LF 6" HDPE @ 3.00% ROOF STUB C1-13 INV. OUT=4955.94 (E) FG=4959.52 INLET C1-11 INV. IN=4955.11 (S) INV. OUT=4955.01 (W) FG=4958.67 4.32 LF 6" HDPE @ 8.01% ROOF STUB C1-10-1 INV. OUT=4955.38 (N) FG=4958.98 TEE C1-10 INV. IN=4954.86 (E) INV. IN=4955.03 (S) INV. OUT=4954.86 (W) FG=4958.84 ROOF STUB C1-9-1 INV. OUT=4955.31 (N) FG=4958.98 TEE C1-9 INV. IN=4954.90 (S) INV. IN=4954.73 (E) INV. OUT=4954.73 (W) FG=4958.87 5.10 LF 6" HDPE @ 8.01% ROOF STUB C1-8-1 INV. OUT=4955.48 (N) FG=4958.97 TEE C1-8 INV. IN=4954.61 (E) INV. IN=4954.79 (S) INV. OUT=4954.61 (W) FG=4958.82 8.56 LF 6" HDPE @ 8.01%ROOF STUB C1-7-1 INV. OUT=4955.41 (N) FG=4958.98 TEE C1-7 INV. IN=4954.55 (E) INV. IN=4954.72 (S) INV. OUT=4954.55 (W) FG=4958.87 8.59 LF 6" HDPE @ 8.01% ROOF STUB P11-1 INV. OUT=4952.67 (W) FG=4957.80 11.70 LF 6" HDPE @ 8.00% BASIN P11 INV. IN=4951.73 (E) INV. OUT=4951.55 (N) FG=4955.70 ROOF STUB P10-1 INV. OUT=4952.89 (W) FG=4958.66 15.22 LF 6" HDPE @ 8.00% ROOF STUB P9-1 INV. OUT=4952.87 (W) FG=4958.71 15.45 LF 6" HDPE @ 8.00% TEE P9 INV. IN=4951.63 (E) INV. IN=4951.46 (S) INV. OUT=4951.46 (N) FG=4956.16 TEE P10 INV. IN=4951.49 (S) INV. IN=4951.67 (E) INV. OUT=4951.49 (N) FG=4956.01 ROOF STUB P6-1 INV. OUT=4952.27 (W) FG=4958.70 ROOF STUB P7-1 INV. OUT=4953.42 (W) FG=4958.85 24.20 LF 6" HDPE @ 8.00% 10.08 LF 6" HDPE @ 8.00% TEE P7 INV. IN=4951.31 (S) INV. IN=4951.48 (E) INV. OUT=4951.31 (N) FG=4956.64 TEE P6 INV. IN=4951.29 (S) INV. IN=4951.46 (E) INV. OUT=4951.29 (N) FG=4956.88 TEE P8 INV. IN=4951.38 (S) INV. IN=4951.55 (E) INV. OUT=4951.38 (N) FG=4956.27 TEE C1-5 INV. IN=4954.08 (S) INV. IN=4954.38 (W) INV. OUT=4954.08 (N) FG=4958.81 9.55 LF 6" HDPE @ 8.00% ROOF STUB C1-5-1 INV. OUT=4955.14 (E) FG=4958.99 TEE C1-4 INV. IN=4953.89 (S) INV. IN=4954.19 (W) INV. OUT=4953.89 (N) FG=4958.78 9.62 LF 6" HDPE @ 8.00% ROOF STUB C1-4-1 INV. OUT=4954.96 (E) FG=4958.99 BASIN C1-3 INV. IN=4953.47 (S) INV. IN=4953.64 (W) INV. OUT=4953.37 (N) FG=4959.06 9.98 LF 6" HDPE @ 8.00% ROOF STUB C1-3-1 INV. OUT=4954.44 (E) FG=4959.19 ROOF STUB P5-1 INV. OUT=4952.04 (W) FG=4958.42 9.51 LF 6" HDPE @ 8.00% TEE P5 INV. IN=4951.11 (S) INV. IN=4951.28 (E) INV. OUT=4951.11 (N) FG=4956.96 TEE B19 INV. IN=4950.09 (S) INV. IN=4950.39 (W) INV. OUT=4950.09 (N) FG=4956.54 TEE B18 INV. IN=4950.05 (S) INV. IN=4950.35 (W) INV. OUT=4950.05 (N) FG=4956.43 ROOF STUB B19-1 INV. OUT=4952.16 (E) FG=4958.89 ROOF STUB B18-1 INV. OUT=4951.99 (E) FG=4958.88 15.09 LF 6" HDPE @ 8.00% ROOF STUB P8-1 INV. OUT=4952.76 (W) FG=4958.66 STORM LINE B SEE SHEET ST3 STORM LINE C1 SEE SHEET ST7 STORM LINE P SEE SHEET ST7 STORM LINE E SEE SHEET ST9 21 . 5 3 L F 6" H D P E @ 8 . 0 0 % 21 . 0 2 L F 6" H D P E @ 8 . 0 0 % 21 . 1 0 L F 6" H D P E @ 8 . 0 0 % 20 . 2 2 L F 6" H D P E @ 8 . 0 0 % 17 . 6 2 L F 6" H D P E @ 8 . 0 0 % 19 . 4 9 L F 6" H D P E @ 8 . 0 0 % 19 . 3 2 L F 6" H D P E @ 8 . 0 0 % 19 . 3 2 L F 6" H D P E @ 8 . 0 0 % 14 . 1 9 L F 6" H D P E @ 8 . 0 0 % 28 . 2 1 L F 6 " H D P E @ 8 . 0 0 % 13 . 5 0 L F 6" H D P E @ 7 . 9 9 % 22.09 LF 6" HDPE @ 8.00% 20.50 LF 6" HDPE @ 8.00% 52.72 LF 6" HDPE @ 8.00% 54.64 LF 6" HDPE @ 8.00% RD1 PL A N S H E E T S RO O F D R A I N 28 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W 60" W D D D D E DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INSTOWATERW AYS U TSALPOLYN D D D O NOT POL L TE UCT ILE IRON RA INS T O WAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D O NOT POLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POL L TE UCTI LE IRON RA INS T O WAT ERWAYS U TSALPOLYN D D D O NOTPOL L TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERW AYS U TEE K6 INV. IN=4952.59 (W) INV. IN=4952.67 (N) INV. OUT=4952.59 (E) FG=4955.36 BASIN K7 INV. IN=4952.98 (N) INV. OUT=4952.81 (E) FG=4955.41 ROOF STUB K6-1 INV. OUT=4953.89 (S) FG=4958.39 ROOF STUB K7-1 INV. OUT=4954.20 (S) FG=4958.39 TEE K2 INV. IN=4950.03 (S) INV. IN=4950.20 (W) INV. OUT=4950.03 (N) FG=4955.35 ROOF STUB K2-1 INV. OUT=4951.42 (E) FG=4958.40 TEE K3 INV. IN=4950.36 (S) INV. IN=4950.53 (W) INV. OUT=4950.36 (N) FG=4955.49 ROOF STUB K3-1 INV. OUT=4951.75 (E) FG=4958.43 TEE K4 INV. IN=4950.53 (S) INV. IN=4950.70 (W) INV. OUT=4950.53 (N) FG=4955.35 ROOF STUB K4-1 INV. OUT=4951.92 (E) FG=4958.32 ROOF STUB Q2-1 INV. OUT=4955.07 (W) FG=4958.48 INLET Q2 INV. IN=4950.86 (E) INV. OUT=4950.32 (N) FG=4955.10 TEE Q1 INV. IN=4949.50 (S) INV. IN=4949.75 (E) INV. OUT=4949.50 (N) FG=4955.68 ROOF STUB Q1-1 INV. OUT=4953.95 (W) FG=4958.48 INLET B8-1 INV. OUT=4951.57 (W) FG=4957.93 BASIN B8 INV. IN=4947.31 (W) INV. IN=4948.81 (S) INV. IN=4948.81 (SE) INV. IN=4948.64 (E) INV. OUT=4947.21 (N) FG=4958.48 ROOF STUB B8-2 INV. OUT=4949.96 (NW) FG=4958.64 ROOF STUB B8-3 INV. OUT=4949.61 (N) FG=4958.63 ROOF STUB B9-1 INV. OUT=4948.86 (N) FG=4958.64 TEE B9 INV. IN=4948.34 (S) INV. IN=4947.44 (W) INV. OUT=4947.44 (E) FG=4958.50 ROOF STUB B10-1 INV. OUT=4948.90 (N) FG=4958.63 TEE B10 INV. IN=4947.56 (W) INV. IN=4948.46 (S) INV. OUT=4947.56 (E) FG=4958.49 INLET B11-1 INV. OUT=4949.19 (N) FG=4958.25 TEE B11 INV. IN=4947.70 (W) INV. IN=4948.60 (S) INV. OUT=4947.70 (E) FG=4958.57 ROOF STUB B7-1 INV. OUT=4951.26 (W) FG=4958.63 ROOF STUB B6-1 INV. OUT=4951.20 (W) FG=4958.61 TEE B7 INV. IN=4947.08 (S) INV. IN=4947.98 (E) INV. OUT=4947.08 (N) FG=4958.13 TEE B6 INV. IN=4947.02 (S) INV. IN=4947.92 (E) INV. OUT=4947.02 (N) FG=4958.00 INLET B5-1 INV. OUT=4950.76 (W) FG=4958.29 TEE B5 INV. IN=4946.86 (S) INV. IN=4947.61 (E) INV. OUT=4946.86 (N) FG=4957.13 STORM LINE Q SEE SHEET ST2 STORM LINE K SEE SHEET ST14 52.58 LF 6" HDPE @ 8.00% 52.54 LF 6" HDPE @ 8.00% 7.40 LF 8" HDPE @ 8.00% 15 . 3 1 L F 6" H D P E @ 8 . 0 0 % 15 . 2 7 L F 6" H D P E @ 8 . 0 0 % 15.21 LF 6" HDPE @ 8.00% 15.21 LF 6" HDPE @ 8.00% 15.21 LF 6" HDPE @ 8.00% 5.46 LF 6" HDPE @ 8.01% 6.46 LF 6" HDPE @ 8.01% 10.02 LF 6" HDPE @ 8.00% 14.32 LF 6" HDPE @ 8.00% 36.58 LF 8" HDPE @ 8.00% 40.97 LF 6" HDPE @ 8.00% 40.98 LF 6" HDPE @ 8.00% 39.37 LF 8" HDPE @ 8.00% 2 2 . 5 8 L F 6 " H D P E @ 8 . 0 0 % 3 6 . 5 5 L F 6 " H D P E @ 5 . 0 0 % RD2 PL A N S H E E T S RO O F D R A I N 29 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 E G X X X XXXXXXX X XXXXXXX DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAY S U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWA TERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAI NSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON R AINS TO WATERW AYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON R AINSTOWATERWAYS U TSALPOLYN D D D O NOTPO LL TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILE IRON RAINSTOWATE RWAYS U TSALPOLYND D D ONOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U TEE J4 INV. IN=4947.91 (NE) INV. IN=4948.21 (NW) INV. OUT=4947.91 (SW) FG=4955.48 ROOF STUB J4-1 INV. OUT=4950.02 (SE) FG=4957.16 ROOF STUB J5-1 INV. OUT=4950.17 (SE) FG=4957.15 TEE J5 INV. IN=4947.94 (NE) INV. IN=4948.24 (NW) INV. OUT=4947.94 (SW) FG=4955.64 TEE J2 INV. IN=4947.73 (NE) INV. IN=4947.85 (NW) INV. OUT=4947.73 (SW) FG=4955.90 TEE J1 INV. IN=4947.69 (NE) INV. IN=4947.99 (NW) INV. OUT=4947.69 (SW) FG=4956.51 ROOF STUB J1-1 INV. OUT=4949.95 (SE) FG=4957.18 ROOF STUB J2-1 INV. OUT=4949.66 (SE) FG=4957.15 TEE J8 INV. IN=4948.48 (NW) INV. IN=4948.65 (SW) INV. OUT=4948.48 (SE) FG=4952.54 ROOF STUB J8-1 INV. OUT=4949.50 (NE) FG=4955.34 TEE J9 INV. IN=4948.72 (SW) INV. IN=4948.55 (NW) INV. OUT=4948.55 (SE) FG=4952.56 ROOF STUB J9-1 INV. OUT=4950.71 (NE) FG=4956.30 TEE J10 INV. IN=4948.62 (NW) INV. IN=4948.79 (SW) INV. OUT=4948.62 (SE) FG=4952.71ROOF STUB J10-1 INV. OUT=4949.75 (NE) FG=4955.85 TEE J11 INV. IN=4948.76 (NW) INV. IN=4948.94 (SW) INV. OUT=4948.76 (SE) FG=4952.75 ROOF STUB J11-1 INV. OUT=4949.90 (NE) FG=4955.85 TEE J12 INV. IN=4948.86 (NW) INV. IN=4949.03 (SW) INV. OUT=4948.86 (SE) FG=4952.75 ROOF STUB J12-1 INV. OUT=4949.99 (NE) FG=4955.86 ROOF STUB J14-1 INV. OUT=4950.46 (NE) FG=4955.88 TEE J14 INV. IN=4949.06 (NW) INV. IN=4949.23 (SW) INV. OUT=4949.06 (SE) FG=4952.42 TEE J13 INV. IN=4949.00 (NW) INV. IN=4949.18 (SW) INV. OUT=4949.00 (SE) FG=4952.64 ROOF STUB J13-1 INV. OUT=4950.13 (NE) FG=4955.84 BASIN J15 INV. IN=4949.51 (SW) INV. OUT=4949.17 (SE) FG=4952.91 ROOF STUB J15-1 INV. OUT=4950.85 (NE) FG=4955.84 ROOF STUB I1-2 INV. OUT=4951.69 (S) FG=4957.17 INLET I1-1 INV. IN=4951.23 (N) INV. OUT=4951.13 (SW) FG=4956.95 TEE I1 INV. IN=4947.83 (NW) INV. IN=4948.00 (NE) INV. OUT=4947.83 (SE) FG=4955.71 ROOF STUB I2-1 INV. OUT=4952.22 (SW) FG=4957.24 ROOF STUB I3-1-1 INV. OUT=4953.94 (NW) FG=4957.19 TEE I2 INV. IN=4948.69 (NW) INV. IN=4948.86 (NE) INV. OUT=4948.69 (SE) FG=4955.83 TEE I3-1 INV. IN=4952.17 (NE) INV. IN=4952.25 (SE) INV. OUT=4952.17 (SW) FG=4957.34 INLET I3-2 INV. OUT=4953.18 (SW) FG=4956.30 TEE I4 INV. IN=4949.23 (SW) INV. IN=4949.53 (NW) INV. OUT=4949.23 (NE) FG=4955.75 TEE I5 INV. IN=4949.48 (SW) INV. IN=4949.78 (NW) INV. OUT=4949.48 (NE) FG=4955.57 ROOF STUB I5-1 INV. OUT=4952.33 (SE) FG=4957.16 ROOF STUB I4-1 INV. OUT=4952.50 (SE) FG=4957.21 BASIN I9 INV. IN=4952.78 (NW) INV. OUT=4952.62 (NE) FG=4955.57 TEE I8 INV. IN=4952.38 (NW) INV. IN=4952.30 (SW) INV. OUT=4952.30 (NE) FG=4955.50 TEE I7 INV. IN=4951.60 (SW) INV. IN=4951.68 (NW) INV. OUT=4951.60 (NE) FG=4955.36 INLET I6 INV. IN=4950.86 (SW) INV. IN=4951.03 (NW) INV. OUT=4950.53 (NE) FG=4955.21 ROOF STUB I9-1 INV. OUT=4954.42 (SE) FG=4957.19 ROOF STUB I8-1 INV. OUT=4954.21 (SE) FG=4957.19 ROOF STUB I7-1 INV. OUT=4954.63 (SE) FG=4957.18 ROOF STUB I6-1 INV. OUT=4953.97 (SE) FG=4957.21 ROOF STUB M6-1 INV. OUT=4954.32 (SW) FG=4957.12 9.65 L F 6" HD P E @ 8.00 % BASIN M6 INV. IN=4953.55 (NE) INV. OUT=4953.05 (NW) FG=4956.55 20. 8 4 L F 6" H D P E @ 8 . 0 0 % ROOF STUB M5-1 INV. OUT=4954.54 (SW) FG=4957.21 ROOF STUB M3-1 INV. OUT=4954.04 (W) FG=4957.21 23.95 LF 6" HDPE @ 8.00%TEE M3 INV. IN=4951.82 (S) INV. IN=4952.12 (E) INV. OUT=4951.82 (N) FG=4957.07 ROOF STUB M2-1 INV. OUT=4952.46 (W) FG=4957.69 14.14 L F 6" HDP E @ 8.00 % INLET M2 INV. IN=4951.33 (S) INV. IN=4951.33 (E) INV. OUT=4951.23 (W) FG=4957.48 ROOF STUB N3-1 INV. OUT=4951.70 (NW) FG=4956.77 3 3 . 9 6 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB N2-1 INV. OUT=4951.83 (NW) FG=4957.18 3 6 . 6 1 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB N1-3 INV. OUT=4950.82 (N) FG=4957.34 1 7 . 9 2 L F 6 " H D P E @ 8 . 0 0 % 8.08 LF 6" HDPE @ 8.00% 11.25° BEND N1-2 INV. IN=4949.39 (S) INV. OUT=4949.80 (N) FG=4956.07 10.05 LF 6" HDPE @ 8.00% 22.50° BEND N1-1 INV. IN=4949.15 (S) INV. OUT=4949.65 (NW) FG=4954.20 TEE N1 INV. IN=4948.61 (NE) INV. IN=4948.85 (SE) INV. OUT=4948.61 (SW) FG=4954.04 TEE N2 INV. IN=4948.64 (NE) INV. IN=4948.90 (SE) INV. OUT=4948.64 (SW) FG=4953.65 TEE N3 INV. IN=4948.70 (NE) INV. IN=4948.98 (SE) INV. OUT=4948.70 (SW) FG=4952.65 ROOF STUB L9 INV. OUT=4953.99 (W) FG=4957.18 19.17 LF 6" HDPE @ 3.00% ROOF STUB L8-1 INV. OUT=4954.10 (N) FG=4957.18 8.51 LF 6" HDPE @ 8.00% TEE L8 INV. IN=4953.42 (E) INV. IN=4953.42 (S) INV. OUT=4953.42 (W) FG=4956.81 ROOF STUB L6-1 INV. OUT=4953.50 (N) FG=4957.18 10.87 LF 6" HDPE @ 8.00% TEE L6 INV. IN=4952.55 (E) INV. IN=4952.63 (S) INV. OUT=4952.55 (W) FG=4956.58 ROOF STUB L4-1 INV. OUT=4952.14 (N) FG=4957.17 ROOF STUB L5-1 INV. OUT=4952.72 (N) FG=4957.18 11.91 LF 6" HDPE @ 8.00% 1 2 . 7 4 L F 6 " H D P E @ 8 . 0 0 % TEE L5 INV. IN=4951.69 (E) INV. IN=4951.77 (S) INV. OUT=4951.69 (W) FG=4956.53 TEE L4 INV. IN=4951.04 (E) INV. IN=4951.12 (S) INV. OUT=4951.04 (W) FG=4955.99 ROOF STUB L1-2 INV. OUT=4951.40 (NW) FG=4957.20 16.94 LF 6" HDPE @ 8.00% BASIN L1-1 INV. IN=4950.04 (SE) INV. OUT=4949.94 (N) FG=4957.74 10.59 LF 6" HDPE @ 7.99% BASIN L1 INV. IN=4949.09 (E) INV. IN=4949.09 (S) INV. OUT=4949.00 (N) FG=4956.88 ROOF STUB L2-1 INV. OUT=4951.04 (N) FG=4957.11 1 6 . 9 3 L F 6 " H D P E @ 8 . 0 0 % TEE L2 INV. IN=4949.61 (E) INV. IN=4949.69 (S) INV. OUT=4949.61 (W) FG=4956.24 ROOF STUB L3-1 INV. OUT=4951.49 (N) FG=4957.19 1 6 . 2 7 L F 6 " H D P E @ 8 . 0 0 % TEE L3 INV. IN=4950.11 (E) INV. IN=4950.19 (S) INV. OUT=4950.11 (W) FG=4956.14 STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST10 STORM LINE L SEE SHEET ST14 2 2 . 6 3 L F 6 " H D P E @ 8 . 0 0 % 2 4 . 4 3 L F 6 " H D P E @ 8 . 0 0 % 2 2 . 5 8 L F 6 " H D P E @ 8 . 0 0 % 2 4 . 1 8 L F 6 " H D P E @ 8 . 0 0 % 5.78 LF 6" HDPE @ 8.00% 42.01 L F 6 " H D P E @ 8 . 0 0 % 12 . 6 3 L F 10 " H D P E @ 8 . 0 0 % 21. 1 8 L F 6" H D P E @ 8 . 0 0 % 10.57 L F 6" HD P E @ 8.00 % 24.89 LF 6" HDPE @ 8.00% 11.94 L F 6" HD P E @ 8.00 % 11.96 L F 6" HD P E @ 8.00 % 11.96 L F 6" HD P E @ 7.99 % 11.87 L F 6" HD P E @ 8.00 % 15.35 L F 6" HD P E @ 8.00 % 16.82 L F 6" HD P E @ 8.00 % 3 2 . 7 7 L F 6 " H D P E @ 5 . 0 0 % 3 6 . 5 5 L F 6 " H D P E @ 5 . 0 0 % 3 6 . 8 3 L F 6 " H D P E @ 8 . 0 0 % 3 6 . 7 9 L F 6 " H D P E @ 8 . 0 0 % 3 7 . 1 1 L F 6 " H D P E @ 8 . 0 0 % 3 1 . 8 3 L F 6 " H D P E @ 8 . 0 0 % RD3 PL A N S H E E T S RO O F D R A I N 30 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO F O FO FO FO FO FO FO D E G XXXX X X X XXXX X DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILE IR ON RA INS TO W ATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IRON RAINS TO WATERW AYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INSTOWA TERWA YS U TEE P1 INV. IN=4949.63 (W) INV. IN=4949.71 (N) INV. OUT=4949.63 (E) FG=4956.25 2.44 LF 8" HDPE @ 8.00% INLET P1-1 INV. OUT=4949.91 (S) FG=4954.76 TEE P2 INV. IN=4949.88 (W) INV. IN=4950.05 (N) INV. OUT=4949.88 (E) FG=4956.25 4.30 LF 6" HDPE @ 7.99% ROOF STUB P2-1 INV. OUT=4950.39 (S) FG=4955.72 TEE P3 INV. IN=4950.41 (W) INV. IN=4950.58 (N) INV. OUT=4950.41 (E) FG=4955.57 4.30 LF 6" HDPE @ 7.99% ROOF STUB P3-1 INV. OUT=4950.92 (S) FG=4955.96 ROOF STUB E1-1 INV. OUT=4952.50 (W) FG=4955.98 11.64 LF 6" HDPE @ 8.00% TEE E1 INV. IN=4951.40 (N) INV. IN=4951.57 (E) INV. OUT=4951.40 (S) FG=4955.26 TEE D2 INV. IN=4949.47 (N) INV. IN=4949.55 (W) INV. OUT=4949.47 (S) FG=4955.62 10.22 LF 6" HDPE @ 8.00% ROOF STUB D2-1 INV. OUT=4950.37 (E) FG=4956.07 TEE D3 INV. IN=4949.71 (N) INV. IN=4949.79 (W) INV. OUT=4949.71 (S) FG=4955.5810.36 LF 6" HDPE @ 8.00% ROOF STUB D3-1 INV. OUT=4950.62 (E) FG=4956.07 ROOF STUB E2-1 INV. OUT=4952.57 (W) FG=4955.98 11.62 LF 6" HDPE @ 8.00% TEE E2 INV. IN=4951.47 (N) INV. IN=4951.64 (E) INV. OUT=4951.47 (S) FG=4955.29 ROOF STUB E3-1 INV. OUT=4952.95 (W) FG=4956.02 15.61 LF 6" HDPE @ 8.00% TEE E3 INV. IN=4951.53 (N) INV. IN=4951.70 (E) INV. OUT=4951.53 (S) FG=4955.32 TEE D4 INV. IN=4950.20 (N) INV. IN=4950.28 (W) INV. OUT=4950.20 (S) FG=4955.69 6.99 LF 6" HDPE @ 8.00% ROOF STUB D4-1 INV. OUT=4950.84 (E) FG=4956.08 ROOF STUB E4-1 INV. OUT=4953.10 (W) FG=4956.02 15.32 LF 6" HDPE @ 8.00% INLET D6 INV. OUT=4951.00 (E) FG=4955.65 8.94 LF 8" HDPE @ 2.00% 90° BEND D5 INV. IN=4950.82 (W) INV. OUT=4950.82 (S) FG=4955.67 STORM LINE C SEE SHEET ST5 STORM LINE M SEE SHEET ST15 STORM LINE P SEE SHEET ST7 STORM LINE E SEE SHEET ST9 STORM LINE D SEE SHEET ST9 ROOF STUB C3-1-1 INV. OUT=4953.33 (N) FG=4956.00 2.37 LF 6" HDPE @ 7.98% BASIN C3-1 INV. IN=4953.14 (W) INV. IN=4953.14 (S) INV. OUT=4953.04 (E) FG=4955.88 2.45 LF 6" HDPE @ 7.99% 90° BEND C3-2 INV. IN=4953.67 (S) INV. OUT=4953.67 (E) FG=4955.90 ROOF STUB C3-3 INV. OUT=4953.87 (N) FG=4956.00 RD4 PL A N S H E E T S RO O F D R A I N 31 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 E G DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS TF TF TF TSALPOLYN D D D ONO T POLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWA YS U TSALPOLYN D D D ONOT POLLT E UCTI LE IRO N RAIN ST OWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D O NOT POL L TE UCTILE IRON RA INS T O WAT ERWAYS U TEE F1 INV. IN=4947.00 (E) INV. IN=4948.00 (N) INV. OUT=4947.00 (W) FG=4956.21 50 . 6 1 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB F1-1 INV. OUT=4952.05 (S) FG=4956.96 TEE F4 INV. IN=4947.44 (E) INV. IN=4948.44 (N) INV. OUT=4947.44 (W) FG=4954.98 30 . 8 7 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB F4-1 INV. OUT=4950.91 (S) FG=4956.18 TEE F6 INV. IN=4947.87 (N) INV. IN=4948.12 (W) INV. OUT=4947.87 (S) FG=4956.7710.32 LF 6" HDPE @ 8.00% ROOF STUB F6-1 INV. OUT=4948.95 (E) FG=4957.76 INLET F8 INV. OUT=4948.09 (W) FG=4951.14 45.10 LF 12" HDPE @ 0.30% 13.51 LF 6" HDPE @ 8.00% BASIN F7 INV. IN=4947.96 (E) INV. IN=4948.46 (NW) INV. OUT=4947.96 (S) FG=4957.38 ROOF STUB F7-1 INV. OUT=4949.54 (SE) FG=4957.84 ROOF STUB C4-2 INV. OUT=4948.75 (NW) FG=4957.68 6.18 LF 6" HDPE @ 5.00%33.60 LF 8" HDPE @ 1.50% INLET C4-1 INV. IN=4948.44 (SE) INV. OUT=4948.34 (W) FG=4956.91 TEE C4 INV. IN=4947.27 (N) INV. IN=4947.84 (E) INV. OUT=4947.27 (S) FG=4956.56 INLET G9 INV. OUT=4953.80 (NW) FG=4956.97 2 0 . 8 5 L F 8 " H D P E @ 5 . 0 0 % BASIN G8 INV. IN=4952.76 (SE) INV. OUT=4952.43 (W) FG=4957.45 INLET G7-1 INV. IN=49554.60 (S) INV. OUT=4954.50 (N) FG=4957.30 14.79 LF 6" HDPE @ 13.41% TEE G7 INV. IN=4952.22 (E) INV. IN=4952.52 (S) INV. OUT=4952.10 (W) FG=4957.45 INLET G5-1 INV. OUT=4952.12 (NE) FG=4956.71 17 . 1 6 L F 8" H D P E @ 3 . 0 0 % ROOF STUB G6-1 INV. OUT=4953.64 (N) FG=4957.89 19 . 9 5 L F 6" H D P E @ 8 . 0 0 % TEE G6 INV. IN=4951.74 (E) INV. IN=4952.04 (S) INV. OUT=4951.74 (W) FG=4957.36 INLET C5-1 INV. OUT=4948.50 (W) FG=4957.3734.18 LF 8" HDPE @ 1.50% TEE C5 INV. IN=4947.59 (N) INV. IN=4947.99 (E) INV. OUT=4947.59 (S) FG=4956.38 27 . 7 3 L F 6" H D P E @ 8 . 0 0 % ROOF STUB G3-1 INV. OUT=4951.96 (N) FG=4957.36 ROOF STUB G2-1 INV. OUT=4951.61 (N) FG=4956.66 27 . 6 9 L F 6" H D P E @ 8 . 0 0 % TEE G3 INV. IN=4948.99 (E) INV. IN=4949.74 (S) INV. OUT=4948.99 (W) FG=4955.21 TEE G2 INV. IN=4948.64 (E) INV. IN=4949.39 (S) INV. OUT=4948.64 (W) FG=4954.80 STORM LINE F SEE SHEET ST10 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE L SEE SHEET ST14 10.01 LF 6" HDPE @ 8.00% ROOF STUB G7-2 INV. OUT=49555.40 (N) FG=4957.82 RD5 PL A N S H E E T S RO O F D R A I N 32 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W D E E G DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS TF TF TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RA INS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ON OTPOLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RA INST OWA TERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAIN STOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TEE C7 INV. IN=4948.15 (W) INV. IN=4949.15 (N) INV. OUT=4948.15 (E) FG=4953.81 27 . 6 4 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB C7-1 INV. OUT=4951.36 (S) FG=4955.32 INLET C8 INV. IN=4948.65 (W) INV. IN=4949.96 (N) INV. OUT=4948.26 (E) FG=4953.50 TEE C9 INV. IN=4948.74 (N) INV. IN=4948.66 (W) INV. OUT=4948.66 (E) FG=4953.64 29.20 LF 6" HDPE @ 8.00% 27 . 6 9 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB C8-1 INV. OUT=4952.17 (S) FG=4955.31 ROOF STUB C9-1 INV. OUT=4951.08 (S) FG=4955.35 TEE H1 INV. IN=4948.80 (N) INV. IN=4949.40 (W) INV. OUT=4948.80 (S) FG=4954.43 33.50 LF 8" HDPE @ 3.00% 7.28 LF 6" HDPE @ 8.00% INLET H1-1 INV. IN=4950.51 (NW) INV. OUT=4950.41 (E) FG=4954.06 ROOF STUB H1-2 INV. OUT=4951.09 (SE) FG=4955.38 TEE H2 INV. IN=4949.00 (N) INV. IN=4949.62 (W) INV. OUT=4949.00 (S) FG=4954.65 28.58 LF 8" HDPE @ 3.00% INLET H2-1 INV. OUT=4950.48 (E) FG=4954.84 34.32 L F 6 " H D P E @ 8 . 0 0 % TEE H4 INV. IN=4949.37 (N) INV. IN=4949.99 (W) INV. OUT=4949.37 (S) FG=4954.7934.75 LF 6" HDPE @ 8 . 0 0 % ROOF STUB H3-1 INV. OUT=4952.87 (E) FG=4955.45 ROOF STUB H4-1 INV. OUT=4952.74 (E) FG=4955.44 TEE H5 INV. IN=4949.49 (N) INV. IN=4949.91 (W) INV. OUT=4949.49 (S) FG=4954.64 25.25 L F 8" HD P E @ 3.0 0 % INLET H5-1 INV. OUT=4950.67 (E) FG=4954.98 TEE H6 INV. IN=4949.61 (N) INV. IN=4950.21 (W) INV. OUT=4949.61 (S) FG=4954.50 33.01 L F 6 " H D P E @ 8 . 0 0 % ROOF STUB H6-1 INV. OUT=4952.85 (E) FG=4955.87 ROOF STUB H9-1 INV. OUT=4951.41 (N) FG=4955.44 9.12 LF 6" HDPE @ 8.00% TEE H9 INV. IN=4950.68 (S) INV. IN=4950.60 (W) INV. OUT=4950.60 (E) FG=4954.53 ROOF STUB H10-1 INV. OUT=4951.63 (N) FG=4955.34 ROOF STUB H11-1 INV. OUT=4951.77 (N) FG=4954.83 9.17 LF 6" HDPE @ 8.00% 9.17 LF 6" HDPE @ 8.00% TEE H10 INV. IN=4950.82 (W) INV. IN=4950.90 (S) INV. OUT=4950.82 (E) FG=4954.50 BASIN H11 INV. IN=4951.04 (S) INV. OUT=4950.87 (E) FG=4953.76 ROOF STUB C24-1 INV. OUT=4950.57 (W) FG=4954.50 5.70 LF 6" HDPE @ 8.01% BASIN C24 INV. IN=4950.11 (E) INV. OUT=4949.95 (S) FG=4953.21 ROOF STUB C23-1 INV. OUT=4950.37 (W) FG=4954.68 5.86 LF 6" HDPE @ 8.00% TEE C23 INV. IN=4949.82 (N) INV. IN=4949.90 (E) INV. OUT=4949.82 (S) FG=4954.22 ROOF STUB C22-1 INV. OUT=4951.48 (W) FG=4955.41 19.99 LF 6" HDPE @ 8.00% TEE C22 INV. IN=4949.80 (N) INV. IN=4949.88 (E) INV. OUT=4949.80 (S) FG=4954.30 ROOF STUB C21-1 INV. OUT=4950.74 (W) FG=4955.31 11.28 LF 6" HDPE @ 8.00% TEE C21 INV. IN=4949.76 (N) INV. IN=4949.84 (E) INV. OUT=4949.76 (S) FG=4954.52 ROOF STUB C20-1 INV. OUT=4950.69 (W) FG=4955.39 11.36 LF 6" HDPE @ 8.00% TEE C20 INV. IN=4949.70 (N) INV. IN=4949.78 (E) INV. OUT=4949.70 (S) FG=4954.72 ROOF STUB C19-1 INV. OUT=4950.62 (W) FG=4955.38 ROOF STUB C18-1 INV. OUT=4950.56 (W) FG=4955.37 11.43 LF 6" HDPE @ 8.00% 11.36 LF 6" HDPE @ 8.00% TEE C19 INV. IN=4949.63 (N) INV. IN=4949.71 (E) INV. OUT=4949.63 (S) FG=4954.76 ROOF STUB C17-1 INV. OUT=4950.40 (W) FG=4955.44 10.41 LF 6" HDPE @ 7.99% TEE C17 INV. IN=4949.49 (N) INV. IN=4949.57 (E) INV. OUT=4949.49 (S) FG=4955.23 TEE C18 INV. IN=4949.57 (N) INV. IN=4949.65 (E) INV. OUT=4949.57 (S) FG=4954.96 ROOF STUB C11-1 INV. OUT=4949.82 (W) FG=4955.28 ROOF STUB C12-1 INV. OUT=4951.15 (W) FG=4955.39 ROOF STUB C13-1 INV. OUT=4950.33 (W) FG=4955.29 13.89 LF 6" HDPE @ 8.00% 23.70 LF 6" HDPE @ 8.04% 10.00 LF 6" HDPE @ 8.00% TEE C11 INV. IN=4948.94 (N) INV. IN=4949.02 (E) INV. OUT=4948.94 (S) FG=4954.48 INLET C12 INV. IN=4949.08 (N) INV. IN=4949.25 (E) INV. OUT=4948.98 (S) FG=4953.94 TEE C13 INV. IN=4949.14 (N) INV. IN=4949.22 (E) INV. OUT=4949.14 (S) FG=4954.28 13.89 LF 6" HDPE @ 8.00% ROOF STUB C14-1 INV. OUT=4950.39 (W) FG=4955.40 TEE C14 INV. IN=4949.20 (N) INV. IN=4949.28 (E) INV. OUT=4949.20 (S) FG=4954.70 STORM LINE H SEE SHEET ST12 RD6 PL A N S H E E T S RO O F D R A I N 33 NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 THE CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). PROPOSED RIGHT OF WAY KEYMAP 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 RD1 RD2 RD3RD4 RD5 RD6 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / D D X X XXXXXXXX X X X XXXXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W TF TF TF TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLY ND D D O NOTPO LLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWA TERWAYS U T SALPOL YND D D O NOTPO LLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IR ON RAINS TO WATERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D ONO TPOLL TE UCT ILE IRONRAIN STOWA TERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRA INSTOW ATERWAY S U TSALPOLYN D D D ONOTPOLL TE UC TILEIR ONRAIN STOWA TERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTO WATERW AYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRA INSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAIN STOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYN D D D O NOT POLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINST OWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTO WATERW AYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRONRA INSTO WATERWAYS U N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE LI N D E N M E I E R R O A D 500-YR FLOODPLAIN 125' ROW 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 5' SI D E W A L K E X I S T I N G 6 ' S I D E W A L K DOG PARK E X I S T I N G 6 ' S I D E W A L K 5 ' S I D E W A L K 10' CONCRETE PAN 10' CONCRETE PAN 26' FL -FL 26' FL-FL 24' FL-FL 24' FL-FL24' FL-FL 5' SIDEWALK FFE=58.47 FFE=57.88 FFE=56.69 FFE=56.12 54.845 5 . 5 0 54.39 54.65 55. 4 6 55.75 56.62 56 . 6 8 5 4 . 9 0 53.94 55.62 56.1254.38 5 4 . 6 5 54.63 55.2 0 5 4 . 9 5 56.13 53.48 56.12 56.93 56.43 56 . 5 3 56 . 3 7 56.48 57. 8 8 57. 8 8 56 . 0 5 55 . 7 6 55. 9 0 56. 4 4 56.25 56.0755.965 5 . 3 3 5 4 . 9 6 5 5 . 0 3 55.16 55 . 2 2 54 . 9 7 5 6 . 1 8 55.1 4 54.84 54 . 8 8 55 . 0 1 5 5 . 9 6 5 5 . 4 1 5 5 . 2 6 5 5 . 1 4 55 . 1 6 5 5 . 9 9 5 6 . 0 7 56. 1 1 56.51 56 . 4 9 56 . 4 5 56 . 1 1 56 . 0 1 56.21 56. 6 2 5 6 . 4 5 56.50 5 3 . 4 8 5 3 . 5 4 5 4 . 6 9 54.5 5 56.02 56.3 1 57.29 57.01 56 . 8 0 56.30 5 6 . 5 2 55.44 5 5 . 1 9 5 5 . 0 4 54.9 6 54 . 9 5 55.38 54 . 3 0 54 . 1 7 5 4 . 4 5 54 . 2 9 54.09 53.88 54 . 3 0 54.4654.71 57.06 56.46 55. 8 8 5 5 . 8 3 56.08 54.5 3 55. 3 0 55. 0 7 55.00 5 4 . 8 6 54 . 5 9 54 . 7 7 55 . 3 0 56.11 55.82 5 5 . 7 0 56 . 0 8 57.3 3 57 . 6 8 57.65 57 . 8 0 57. 6 5 57.68 57.68 57.53 5 6 . 9 6 5 7 . 0 4 57. 0 2 56 . 9 3 56 . 7 9 56. 9 0 5 6 . 9 1 5 6 . 8 3 5 5 . 9 9 5 5 . 9 0 55. 9 2 56.0 5 5 6 . 2 4 5 6 . 1 7 56. 2 0 56.3 0 56.60 56 . 4 1 56 . 5 2 56 . 7 7 57.00 5 6 . 7 4 5 6 . 6 3 56.64 57.1 2 57. 0 2 57 . 1 5 56 . 9 6 5 6 . 7 1 5 6 . 4 2 5 6 . 2 8 5 6 . 2 4 5 6 . 3 4 5 6 . 6 2 56.7 5 56 . 4 7 56.4 2 56.57 56.84 56 . 5 3 56.53 56.82 5 5 . 9 3 5 5 . 7 7 5 5 . 6 3 54.85 55.25 55.10 54.81 54.71 54.69 5 4 . 7 2 55.05 55 . 1 0 55 . 1 0 54.98 54.90 54. 8 4 5 4 . 9 5 5 4 . 9 2 54.83 54. 9 6 5 5 . 3 0 55.04 55.4 7 55.69 55.94 56.83 5 6 . 5 7 5 6 . 5 4 56.84 56.73 56 . 0 5 56.0 5 56 . 2 9 55.41 5 4 . 7 6 54.53 55.2 9 5 4 . 5 7 54 . 8 8 55.0 7 56.0 2 55 . 9 9 56.26 5 6 . 4 6 5 6 . 3 9 5 6 . 2 9 56.2 9 56.3 0 49.12 49.00 50.10 50.01 55 . 5 2 55. 2 6 55.1 4 55.16 56 . 0 2 56 . 1 1 56.2 1 55. 9 0 5 5 . 8 0 5 5 . 6 9 56.0 5 56.16 56.20 56.48 57.22 56.98 56.90 56.37 56.37 5 5 . 4 6 55.36 55.1 1 55. 3 7 5 5 . 2 8 5 5 . 1 8 55.49 55 . 4 0 55 . 4 2 5 5 . 9 2 56.12 56.32 55.84 55.61 55 . 4 1 55 . 5 0 55.60 55. 8 1 5 5 . 6 9 5 5 . 5 6 55 . 6 7 55.6 5 55.75 56. 2 1 5 6 . 1 1 5 6 . 0 1 56.04 5 6 . 1 7 5 6 . 4 3 5 6 . 9 2 56.8 9 56.84 (48.89) (49.21) 52 . 0 5 5 2 . 0 6 (49 . 3 7 ) (49.33) 53.9 2 54.66 (5 3 . 4 2 ) (53.60) 2.3 %2.3 % 2 . 4 % 2 . 3 % 2.2%2.3% 2 . 4 % 2.1 % 2.1% 2.1% 2.1% 4.8% 2.3% 2.1% 2.1% 3.0% 4.8 % 2. 8 % 4.7% 2.8% 2 . 1 % 2.1 % 2 . 1 % 1.1 % 2.0 % 2 . 0 % 2.0 % 1.9% 2.1% 2.1%1.7% 2.4% 5.1 % 2 . 7 % 2.2% 2.1 % 1.7% 1.8% 3 . 0 % 3.0 % 2 . 0 % 2. 1 % 2 . 4 % 2 . 2 % 2.2 % 2.1 % 2 . 0 % 2.2 % 2 . 2 % 10 . 8 % 8.8% 6:1 6:1 6:1 17.8 % 6:1 6:1 6:1 9: 1 6:1 10 : 1 7. 5 % 2 . 6 % 2 . 0 % 2 . 6 % 9.0% 6.3%2.2 % 3.9% 2. 8 % 2.5% 3.4 % 2 . 4 % 2.1% 5.8% 4.9% 1 . 1 % 4 . 8 % 6 . 2 % 25.4% 0. 6 % 0. 6 % 1. 0 % 0.6%0.6%0.5% 5 5 . 6 9 0. 9 % 55 . 9 8 1. 9 % 3. 2 % 5 6 . 3 9 1.0% 2. 0 % 2.0% 55.60 56 . 0 7 0.6% 0. 6 % 1.1%1.1%0.6% 0. 6 % 0. 6 % 1.3% 56.52 0. 6 % 0.8% 5.2% 5.0% 0.8% EXISTING NECCO BACKBONE STORM LINE A4 STORM DRAIN (TYP.) STORM DRAIN MANHOLE (TYP.) 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT 57 . 2 1 57.21 57.21 57.21 57. 8 1 57 . 8 8 57 . 2 1 57. 2 1 57. 2 1 57 . 8 8 57 . 8 8 56.88 56.88 56. 8 8 56. 8 8 54.76 55. 8 8 55 . 8 8 55. 8 8 55.88 55. 3 8 55.38 57. 2 1 57.21 57. 8 8 57. 8 8 57. 2 1 57 . 2 1 57. 2 1 57. 8 8 57. 2 1 57 . 2 1 57 . 2 1 57 . 2 1 57. 2 1 57. 2 1 57.21 8 . 1 % 56.02 5 6 . 0 2 5 6 . 0 2 56 . 0 2 5 6 . 0 2 56.02 5 6 . 0 2 56.0 2 56.0 2 56.0 2 5 6 . 6 9 56.6 9 56.10 55.455 4 . 7 0 55.15 55 . 4 5 5 4 . 7 5 55.4 5 55.0 0 55.45 5 5 . 0 1 55.45 54.75 55.45 5 5 . 4 5 5 4 . 6 2 5 5 . 4 5 55.45 5 5 . 4 5 56.12 56.12 5 6 . 1 1 5 5 . 4 5 55.45 5 5 . 4 5 55.45 54.825 5 . 4 5 54.755 5 . 4 5 5 5 . 4 5 5 5 . 4 5 55.45 56.72 57.17 57.8 0 57 . 4 7 57.4 7 57.8 0 5 7 . 8 9 57.8 9 57 . 8 0 5 8 . 4 7 58.4 7 57.8 0 57.80 57 . 8 0 57.80 5 7 . 8 0 57.8 0 57.8 0 5 7 . 8 0 57.80 57.80 5 7 . 8 0 5 7 . 8 0 57.805 7 . 8 0 57 . 8 0 5 6 . 0 1 57.8 0 57 . 8 0 57.47 57.80 57 . 8 0 56.3 0 5 6 . 0 1 5 4 . 6 0 54.6 2 54.63 54.66 56.7 5 56. 7 3 5 6 . 6 5 56.66 55.65 57.54 57.56 49.69 50.18 50.07 49.98 49.96 50 . 3 0 50.30 50 . 4 4 50.24 55.7 6 55.69 55 . 8 1 56.37 56.41 56.46 5 6 . 4 9 56 . 5 7 5 6 . 4 1 56.42 56.85 54.94 55.03 57.54 5 7 . 5 4 57.17 57.10 57. 8 8 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 54.90 54.95 54. 6 8 54.5 8 54.3 7 56.08 55.98 0. 6 % 2.0% 2.0% 2.0% 2. 0 % 3. 9 % 2 . 2 % 55.97 50.97 5 7 . 8 3 52 . 3 0 (50 . 8 6 ) 0.7% 55. 2 1 4.9% 56.26 5 5 . 9 3 56.98 56.73 5 ' S I D E W A L K 17.6% 9 . 0 % 5.0% 56.91 4.7% 2. 0 % 54.39 2 . 3 % 2.5 % 1.2%2.2% 56.63 2. 0 % 5 3 . 4 7 55 . 1 3 54. 9 3 54.38 4.0% 3.6% 2.2% 51.48 5 1 . 1 4 AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) 2 . 0 % 55.65 3.0% 56. 9 5 2 . 5 % 2.3 % 2 . 2 % 2.1% 2.0% 2.1% 55.41 54. 0 6 TRACT A (D, U, EA) TRACT A D, U, EA 10' UE 57.21 57.88 57 . 2 1 57.21 57 . 2 1 57 . 2 1 57.21 57.21 57.21 1 2 54.9 8 2 1 57. 2 1 56. 7 1 53. 5 0 54. 1 5 55 . 8 8 55.88 55 . 8 8 54.76 57. 2 1 57. 2 1 57. 2 1 3 1 1 3 56. 5 7 55.05 56.46 56.4 6 55.24 57.17 1 55. 5 0 55. 5 0 56.70 56.77 57.39 57. 2 1 56.50 55 . 4 5 55.45 54.70 54.70 53.80 53.80 51.80 51.80 1 49.06 53.75 52.01 4:1 4:1 1 55.3 2 53.51 5 6 . 8 0 2. 6 % 56 . 2 7 57.2 1 53.7 0 5 3 . 5 4 55.09 5 4 . 8 1 55 . 1 0 55.45 55 . 4 5 5 5 . 4 5 55.89 5 5 . 4 5 55.45 5 3 . 1 4 5 3 . 0 9 (52.97) 52.75 52.66 (51.04) (53.02) 5 6 . 1 2 56.12 54.75 54.94 54 . 1 1 1 55. 6 8 1 56.0 2 1 57 . 1 0 57 . 2 1 57.27 5 7 . 4 2 3.3% 1 2 4 57.80 57.67 57.80 57.09 57.80 57.2157.43 57.80 58 . 4 7 58 . 4 7 57.80 57.1 5 56.4 4 56.9 1 5 6 . 6 2 54 . 7 2 54.10 58.47 58.47 57.80 57.8 0 57.80 56 . 9 0 5 5 7 . 8 0 57.8 0 1 1 1 55.01 54.00 55.03 54.80 1 5 5 . 4 5 5 5 . 4 5 2 54.4 2 (53.8 5 ) (53.8 4 ) 55.08 54.78 54.92 5 6 . 4 0 56.25 1 2 51.28 51.45 51.13 51.28 51.45 2.3% 5 6 . 3 9 56.56 56. 9 4 55. 8 2 55. 6 1 55. 4 5 55. 8 5 57.33 57. 3 9 56.48 56. 9 3 55.71 55.50 55. 8 8 54. 2 8 54. 3 4 56.30 55.8 8 54. 3 4 54. 2 8 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 G1 GR A D I N G P L A N 34 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 ) 0 1 INCH = 30 FEET 30 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER 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; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 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: 1CONCRETE STAIRS ID NUMBER (SEE SCHEDULE) KEY NOTES: ADA PEDESTRIAN ACCESS RAMP (SEE DETAILS ON SHEET D13)1 ADA PARKING STALLS (SEE DETAILS ON SHEET D13)2 BIKE RACK (RE: ARCHITECT)3 THICKENED CONCRETE EDGE WITH CURB (SEE DETAIL ON SHEET D14)4 THICKENED CONCRETE EDGE (SEE DETAIL ON SHEET D14)5 MATCH LINE - SEE SHEET G2 KEYMAP G1 G2 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / D D D D D D D D X X XXXXXXXX X X X XXXXXXXX X DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDMONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RA INSTO WATERW AYS U TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLYN D D D ONOTPOL LTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYN D D D ONOT POLL TE UC TILEIR ONRAIN STOW ATERWAY S U TSALPOLYN D D D ON OTPOL LTE UCTILEIRON RAINS TOWAT ERWAYS U TSALPOLYN D D D ONOTPOLL TEU CTILEIRO NRAIN STOW ATERWAY S U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRA INSTO WATERW AYS U TSALPOLYN D D D ONO TPOLL TE UCTILEIRON RAINS TOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATE RWAYS U TS ALPOL YND D D O NOTPOLLTE UCTILEIRON RAINST OWATE RWAYS U TSALPOLYN D D D O NOT POLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAI NSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRO N R AINS TO WATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEI RON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWAT ERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONR AINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAIN STOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILE IRONRAINSTOWATERWAY S U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINST OWATERWA YS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TO WATERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D O NOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RA INSTOWATERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAI NSTOW ATERWAYS U TSALPOLYND D D ONOTP OLLTE UCTILEIRON RAINSTO WATERW AYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONR AINSTO WATERW AYS U EAST SUNIGA ROAD LI N D E N M E I E R R O A D N O R T H L E M A Y A V E N U E 500-YR FLOODPLAIN 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 6' SIDEWALK 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 6' S I D E W A L K 6 ' S I D E W A L K 5' SI D E W A L K DOG PARK E X I S T I N G 6 ' S I D E W A L K 6' S I D E W A L K 5 ' S I D E W A L K 6' SIDEWALK 10' CONCRETE PAN 10' CONCRETE PAN 26' FL -FL 26' FL-FL 5' S I D E W A L K 5' S I D E W A L K 5' SIDEWALK 30'UTILITY EASEMENT FFE=58.47 FFE=57.88 FFE=59.22 FFE=59.58 FFE=56.69 5 4 . 8 4 5 5 . 5 0 54.39 54.65 5 7 . 9 5 57.22 57 . 8 0 56 . 4 1 5 6 . 3 0 55 . 5 9 55.6 8 55.5455.60 55. 4 6 55.75 5 5 . 6 5 55 . 3 6 55.3 0 55.10 55.30 55.1 0 5 4 . 4 4 56.62 56 . 6 8 56.13 53.48 57.0 0 57.00 5 7 . 1 9 5 7 . 8 0 58.28 5 8 . 5 6 58.43 58.4 3 58.5 4 58.8 6 58.8 6 58.19 58.06 58.0 4 58.2 1 58.48 59 . 0 0 57.59 5 7 . 3 6 5 7 . 3 4 56.8 1 5 6 . 8 3 57.48 56 . 0 8 55 . 7 4 55.7 4 55.8 4 5 5 . 8 2 5 4 . 1 7 55.72 5 5 . 7 4 56.06 57.5 1 56 . 8 8 56.6 2 57. 5 3 57 . 7 1 58.23 58.00 5 7 . 9 2 57. 9 4 58.1 1 5 9 . 2 2 5 8 . 9 0 5 8 . 7 7 58 . 0 6 57.94 57.90 57.76 5 8 . 3 2 56. 8 5 56. 4 1 56.2 9 56.28 56. 1 9 5 6 . 5 6 56.12 56.93 56.43 56 . 5 3 56. 3 7 56.48 57. 8 8 57. 8 8 56 . 0 5 55 . 7 6 55 . 8 7 55.66 55. 9 0 5 6 . 2 6 5 6 . 3 0 56 . 1 2 56 . 0 6 56. 4 4 56.25 56.07 5 5 . 7 5 5 6 . 0 4 55.75 56.6 5 56.3 7 56.76 56. 6 9 56.39 56.09 57.6 4 57 . 5 4 5 7 . 5 2 57.57 57.5 4 57. 4 8 5 7 . 5 0 57.60 57.54 5 7 . 4 0 57 . 3 6 57 . 4 3 57.48 5 7 . 4 3 57. 5 0 57.6 1 56 . 7 3 56 . 6 1 56.81 5 7 . 4 6 57 . 4 7 5 6 . 7 4 55 . 6 6 55.6 6 5 5 . 4 8 55.61 55.6 1 55 . 4 9 5 5 . 6 2 58.37 58.20 58. 1 2 58 . 1 8 57.3 7 5 7 . 5 6 5 7 . 7 5 5 7 . 5 4 57 . 0 8 5 7 . 1 0 57.05 56.9 8 5 6 . 3 4 5 6 . 2 9 56. 3 1 56 . 4 1 5 6 . 7 8 56 . 7 9 56.67 56.6 8 5 5 . 7 8 5 5 . 6 8 55. 7 3 55 . 8 5 58 . 4 4 5 8 . 2 2 5 8 . 1 2 5 8 . 2 5 5 7 . 5 1 57.30 57 . 4 7 57 . 7 0 5 6 . 6 0 5 6 . 5 0 55.98 56.09 55 . 3 5 55 . 1 4 5 5 . 6 5 55.59 55.68 55.965 5 . 3 3 5 5 . 0 5 5 4 . 9 6 54.96 5 5 . 0 3 5 5 . 1 6 55 . 2 2 54.9 7 5 5 . 0 4 5 5 . 3 7 5 5 . 9 8 57 . 2 3 58.7 4 59.00 5 6 . 1 8 55 . 1 4 54.84 54 . 8 8 55 . 0 1 5 5 . 9 6 5 5 . 4 1 5 5 . 2 6 55.14 55 . 1 6 5 5 . 9 9 56.07 56. 1 156.51 56 . 4 9 56 . 4 5 56 . 1 1 56 . 0 1 56.21 56. 6 2 5 6 . 4 5 56.50 5 3 . 4 8 5 3 . 5 4 54.69 54 . 5 5 56.02 56.3 1 5 7 . 2 9 5 7 . 0 1 56.8 0 56.30 56.52 5 7 . 0 6 56.46 55. 8 8 55.83 5 6 . 0 8 57 . 8 0 49.12 49.00 50.10 50.01 55.5 2 55. 2 6 55.1 4 5 5 . 1 6 56 . 0 2 56.1 1 56 . 2 1 55. 9 0 5 5 . 8 0 5 5 . 6 9 56.0 5 56.16 56.20 56.48 57.22 56.98 56.90 56.37 56.37 55.46 5 5 . 3 6 55.1 1 55. 3 7 5 5 . 2 8 5 5 . 1 8 55.49 55.4 0 55 . 4 2 55.92 56.12 56.32 55.84 55.61 55 . 4 1 55 . 5 0 55.6055. 8 1 55.69 5 5 . 5 6 55 . 6 7 55 . 6 5 55.7556. 2 1 5 6 . 1 1 5 6 . 0 1 5 6 . 0 4 5 6 . 1 7 56.43 5 6 . 9 2 56.8 9 56.84 (48.89) (49.21) (4 7 . 0 9 ) (52 . 3 3 ) (52 . 0 9 ) (52.03) 52.0 5 52.06 (52 . 2 1 ) (52.17) (50 . 8 0 ) ( 5 0 . 7 4 ) (49 . 2 0 ) (4 9 . 1 4 ) (47 . 4 6 ) (47.42) (49 . 3 7 ) (49.33) (53.42) (5 3 . 6 0 ) 4.7% 2 . 1 % 2.1 % 2 . 1 % 1.1 % 2.0 % 2 . 0 % 2.0 % 1.9% 2.1% 2.1%1.7% 2.4% 5.1 % 4.0% 4.1% 2. 1 % 2.2% 1. 8 % 2. 3 % 2.3 % 1.9%2.6 % 4 . 3 % 3.3% 3. 3 % 4.5% 2 . 0 % 2 . 1 % 2.0% 2.1 % 2 . 1 % 2. 7 % 2 . 3 % 2 . 2 % 2 . 2 % 2 . 3 % 2. 4 % 2 . 7 % 2 . 7 % 2.2% 2 . 6 % 2.1 % 2.1 % 2.0 % 3 . 9 % 1.7% 1.8% 3 . 0 % 3.0 % 2 . 0 % 2. 1 % 2 . 4 % 2 . 2 % 2.2 % 2.1 % 2 . 0 % 2.2 % 2 . 2 % 10 . 8 % 8.8% 2 . 4 % 2.1% 2 . 5 % 5 . 4 % 7.5% 4 . 9 % 5:1 5: 16.5 % 6: 1 8.3% 5.8% 4.9% 1 . 1 % 4 . 8 % 6 . 2 % 25.4% 2. 8 % 0.6%0.6%0.6%0.6% 2. 1 % 2. 1 % 0.6%0.6% 2. 1 % 2. 1 % 3. 0 % 3. 0 % 0.6% 0.6% 0 . 6 % 0. 6 % 0. 6 % 1. 0 % 0.6%0.6%0.5% 55.69 55.26 0. 9 % 55 . 9 8 1. 9 % 56.39 1.0% 2. 0 % 5 5 . 6 0 56 . 0 7 5.2% 5.0% 0.8% EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET GRATE = 4947.87 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) EX-INLET RIM = 4946.67 INV IN = 4941.87 (S) INV OUT = 4941.24 (N) EXISTING NECCO BACKBONE STORM LINE A4 STORM DRAIN (TYP.) WATER QUALITY BASIN w/ WEIR STRM MH CONNECT TO EXISTING 18" RCP INV IN = 4941.48 INV OUT = 4941.28 (S) EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% BOTTOM OF BOX = 4941.04 (S) 26' D, A, U, EA EASEMENT 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT D, U, EA EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) 57 . 2 1 57.21 57.21 57.21 57. 8 1 57 . 8 8 57 . 2 1 57. 2 1 57. 2 1 57 . 8 8 57 . 8 8 56.88 56.88 56. 8 8 56. 8 8 54.76 55. 8 8 55 . 8 8 55 . 8 8 55.88 55. 3 8 55.38 57. 2 1 57. 2 157.21 57. 8 8 57. 8 8 57. 2 1 57 . 2 1 57. 2 1 57. 8 8 57. 2 1 57 . 2 1 57 . 2 1 57 . 2 1 57. 2 1 57. 2 1 57.21 58.22 58.22 58 . 2 2 58.2 2 56.72 56.7 2 5 9 . 2 2 57.2259.21 59.21 58.55 5 8 . 5 5 5 8 . 5 5 58.5 5 58 . 5 5 58.55 58 . 5 5 58.55 59.10 58.5 5 5 8 . 5 5 58.55 58.55 58.5 5 59.2 2 59.2 2 5 8 . 6 4 58.64 58 . 6 4 58.5 5 58.5 5 58 . 5 5 5 8 . 2 2 58 . 9 1 58.2 6 5 8 . 9 1 5 8 . 9 1 58.91 5 8 . 9 1 58.91 58.9 1 59.465 9 . 4 6 5 8 . 9 1 59.5 8 59.58 5 9 . 0 0 5 9 . 0 0 59.00 58.9158.91 58.91 58 . 9 1 58.58 5 8 . 5 8 58 . 5 8 5 8 . 5 8 5 8 . 5 8 58.91 58 . 9 1 58.91 5 8 . 9 1 58.08 58.08 56.08 54.58 54.58 55.6 0 58.91 5 8 . 9 1 58.91 58.9 1 55 . 3 0 6 . 2 % 8 . 1 % 5 6 . 0 2 5 6 . 0 2 56 . 0 2 5 6 . 0 2 56 . 0 2 56.02 56.02 56.02 56 . 0 2 5 6 . 0 2 56.02 56.02 56 . 0 2 56 . 0 2 56 . 0 2 5 6 . 6 9 56 . 6 9 56.10 56.69 56.51 56 . 0 2 5 6 . 0 2 57 . 8 0 57.89 57.8 9 57.8 0 5 8 . 4 7 58.4 7 57 . 8 0 5 7 . 8 0 57.80 5 7 . 8 0 5 7 . 8 0 57.805 7 . 8 0 57.80 57.8 0 56.01 57 . 8 0 57.8 0 57.47 57.80 56 . 3 0 56.0154.60 54 . 6 2 54.63 54.66 56.7 5 56. 7 3 5 6 . 6 5 56.66 55.65 57.54 57.56 49.69 50.18 50.07 49.98 49.96 50 . 3 0 50.30 50 . 4 4 50.24 55 . 7 6 55.69 55.8 1 56.37 56.33 56.41 56.46 5 6 . 4 9 56 . 5 7 56.41 56.30 56.42 56 . 0 0 56.85 5 4 . 9 4 55.03 56.08 5 6 . 1 2 59.25 59 . 0 0 59.31 58.61 5 9 . 0 5 59.5 8 58.10 57 . 9 9 5 7 . 7 7 57.2 9 57. 5 9 5 6 . 6 1 57 . 0 7 5 6 . 6 2 57.99 58.30 57.40 57.10 57.22 57.31 57.54 57.54 57.17 57.10 57.28 57. 8 8 54.95 54. 6 8 54.5 8 54 . 3 7 5 6 . 0 8 5 5 . 9 8 55 . 9 1 0. 6 % 30' DRAINAGE EASEMENT 4' CONCRETE CULVERT & CONCRETE RUNDOWN 52.48 52.58 52.48 52.5 8 (5 0 . 7 5 ) 2.0% 2. 0 % 3. 9 % 2 . 2 % 55.97 50.97 55.36 0.7% 55. 2 1 55. 0 0 56.73 9 . 0 % 56.91 1.2%2.2% 2. 0 % 55.1 3 54. 9 3 54.38 4.0% 3.6% 2.2% 51.48 5 1 . 1 4 2 . 0 % 55.65 3.0% 56. 9 5 3 . 6 % 3 . 3 % 2.1 % 5 7 . 9 4 15 . 1 % 5 4 . 8 6 57.95 STORMTECH MC-7200 SYSTEM ISOLATOR ROW CHAMBERS = 86 ISOLATOR ROW END CAPS = 4 NON-ISOLATOR ROW CHAMBERS = 444 NON-ISOLATOR ROW END CAPS = 60 TOTAL NUMBER OF CHAMBERS = 530 TOTAL NUMBER OF END CAPS = 64 1. 7 % 7.3% 2.0% 58.2 9 ADA PARKING (TYP.) 2.1% 55.41 TRACT A (D, U, EA) TRACT A D, U, EA 10' UE 10' UE 55 . 6 0 58 . 9 1 58.9 1 58 . 9 1 58.91 5 9 . 5 7 59.00 58 . 1 8 55 . 9 7 57 . 8 8 57 . 7 4 57 . 8 6 5 7 . 7 9 5 7 . 0 7 58 . 5 5 5 5 . 9 5 55 . 7 4 5 6 . 3 1 55.75 5 8 . 5 5 58.5 5 5 8 . 5 5 57.92 57.2 2 57.22 58 . 5 5 58.5 5 56.1 1 5 7 . 2 4 58. 2 8 57.21 57.88 57 . 2 1 57.21 57 . 2 1 57. 2 1 57.21 57.21 57.21 1 2 1 54 . 9 6 54 . 9 8 1 1 2 58.91 59 . 5 3 1 3 1 1 1 2 1 3 3 1 2 1 57. 2 1 56. 7 1 53. 5 0 54. 1 5 55 . 8 8 55.88 55 . 8 8 54.76 57. 2 1 57. 2 1 57. 2 1 3 1 1 3 56. 5 7 56.75 5 7 . 0 5 57 . 0 5 55 . 0 0 55.0 0 57.5 8 58 . 9 6 57.58 57.41 5 8 . 1 6 58.5 0 58 . 4 7 56.72 (53 . 0 1 ) 6:1 CONSTRUCT 2' WIDE EARTH COLLAR AROUND MANHOLE STMH A1 (SEE DETAIL) 5 5 . 0 5 56.46 56.4 6 55.24 57.17 1 55. 5 0 55. 5 0 56.70 56.77 57.39 57. 2 1 56.50 55 . 4 5 5 5 . 4 5 54.70 54.70 53.80 53.80 51.80 51.80 1 49.06 53.75 52.01 6: 1 4:1 6:1 4:1 4: 1 4: 1 4 : 1 4:1 5: 1 5: 1 7:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 4:1 6:1 6:1 6: 1 8:1 2.3% 2.9 % 3 58.91 58 . 9 1 55.40 A1 A2 A3 A4 B1 B2 C1 C2 C3 D1 D2 D3 D4D5 1 1 1 1 1 1 55.3 2 5 3 . 5 1 56.80 2. 6 % 56.2 7 1 55. 6 8 1 56.0 2 1 57.1 0 57 . 2 1 57.27 3.3% 1 2 4 57.80 57.67 57.80 57.09 57.80 57.2157.43 57.80 57 . 1 5 56 . 4 4 56.9 1 5 6 . 6 2 54 . 7 2 54.10 57.80 56 . 9 0 1 2 51.28 51.45 51.13 51.28 51.45 2.3% 5 6 . 3 9 56.56 56. 9 4 55. 8 2 55. 6 1 55. 4 5 55. 8 5 57.33 57. 3 9 56.48 56. 9 3 56. 0 3 55.71 55.50 55. 8 8 54. 2 8 54. 3 4 56.30 55.8 8 54. 3 4 54. 2 8 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 G2 GR A D I N G P L A N 35 MATCH LINE - SEE SHEET G1 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 ) 0 1 INCH = 30 FEET 30 30 60 90 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER 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; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 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: 1CONCRETE STAIRS ID NUMBER (SEE SCHEDULE) KEY NOTES: ADA PEDESTRIAN ACCESS RAMP (SEE DETAILS ON SHEET D13)1 ADA PARKING STALLS (SEE DETAILS ON SHEET D13)2 BIKE RACK (RE: ARCHITECT)3 THICKENED CONCRETE EDGE WITH CURB (SEE DETAIL ON SHEET D14)4 THICKENED CONCRETE EDGE (SEE DETAIL ON SHEET D14)5 ID Building No. of Risers Riser Height No. of Treads Tread Width Elevations Top of Steps Bottom of Steps A1 1000 1 6.0 in 0 N/A 4959.45 4958.95 A2 1000 5 7.5 in 4 12.0 in 4958.75 4955.63 A3 1000 3 6.0 in 2 14.0 in 4955.53 4954.03 A4 1000 3 6.0 in 2 14.0 in 4953.86 4952.36 B1 1000 5 6.0 in 4 14.0 in 4956.59 4954.09 B2 1000 5 6.0 in 4 14.0 in 4953.69 4951.19 C1 2000 5 6.0 in 4 14.0 in 4956.67 4954.17 C2 2000 5 6.0 in 4 14.0 in 4953.97 4951.47 C3 2000 4 6.0 in 3 14.0 in 4951.37 4949.37 D1 2000 1 6.0 in 0 N/A 4959.10 4958.60 D2 2000 5 7.5 in 4 12.0 in 4958.40 4955.28 D3 2000 5 7.5 in 4 12.0 in 4955.14 4952.01 D4 2000 4 7.5 in 3 12.0 in 4951.87 4949.37 D5 2000 3 7.0 in 2 12.0 in 4949.23 4947.48 STAIR SCHEDULE: KEYMAP G1 G2 E X XXXXXXXXXXXX X DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD 8" SS 8" SS 8" SS 8" S S 8" S S 8" S S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W SE E E E E E E E E E E E E E E E E E E E E E E E E F W 8" W 8" W 8" W FW E E E E E E E E E E E E E E E EEE E EEEEEEEE MONITORI N G W E L L TRAFFIC R A T E D TF TF TF TSALPOLYN D D D ONOTPOLLT E UCTILEIRONRAINSTOWAT ERWA YS U TSALPOLYN D D D ONOT POL LTE UCT ILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONO TPO LLTE UCTILEIRON RAINST OWA TERWAYS U TSALPOLYN D D D O NOT POLL TE UCTILE IR ON RA INS TO WA TERWAYS U TSALPOLYN D D D O NOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RAINSTOWATER WAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D O NOT PO LL TE UCTIL EI RON RA INS TO WA TERW AYS U TSALPOLYN D D D O N OT POLL TE UCTILEIRON RAINS TOW ATER WAYS U TSALPOLYN D D D O N OT POLL TE UCTIL E IRON RAINS TOW ATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLL TE UCTILEIRONRAINSTOWATE RWAYS U TSALPOLYN D D D ONOT POL LTE UCTILEIRO N RAIN S T O WAT ERW AYS U BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 FIRE HYDRANT (TYP.) 26' D, U, EA EASEMENT 26' D, U, EA EASEMENT D, U, EA EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 10' MIN. SEPARATION STORMTECH MC-7200 SYSTEM ISOLATOR ROW CHAMBERS = 86 ISOLATOR ROW END CAPS = 4 NON-ISOLATOR ROW CHAMBERS = 444 NON-ISOLATOR ROW END CAPS = 60 TOTAL NUMBER OF CHAMBERS = 530 TOTAL NUMBER OF END CAPS = 64 10' UE SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ### STORM LINE I SEE SHEET ST12 SANITARY LINE B SEE SHEET SS2 STMH C WQ WEIR INV. IN=4945.82 (N) FG=4955.01 STMH B WQ WEIR INV. IN=4944.70 (N) INV. OUT=4945.20 (S) FG=4955.93 BASIN A5 INV. IN=4944.99 (N) INV. IN=4944.24 (W) INV. OUT=4944.24 (S) FG=4957.97 305.00 LF 6" PERF. HDPE @ 0.20%UNDERDRAIN CO-1 INV. OUT=4944.85 (E) FG=4945.44 54.7254.72 45.0 9 SG 58.05 44.8 6 SG 57.91 44.2 5 SG 57 . 8 8 44 . 2 4 S G 55 . 8 0 44 . 4 8 S G 0. 3 % SG 0. 3 % S G 0.3% SG 0.3% SG 0. 3 % S G 0. 3 % S G 0. 3 % SG 0.3% S G 0. 3 % SG BASIN B1 INV. IN=4945.21 (NE) INV. OUT=4944.71 (S) FG=4955.75BASIN C INV. IN=4945.84 (W) INV. OUT=4945.84 (S) FG=4956.01 EDGE OF SUBGRADE EDGE OF SUBGRADE 43.10 GW 42.11 GW 4 1 . 8 4 G W 42. 7 9 GW KEYMAP Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SUB1 SU B G R A D E P L A N 36 NORTH ( IN FEET ) 1 inch = ft. Feet06020 20 20 40 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 EXISTING WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING ELECTRIC LINE E PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SERVICE EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY 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.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 5.ALL PROPOSED STORM LINES, INLETS, AND STORMTECH CHAMBERS ARE TO BE PRIVATELY OWNED AND MAINTAINED. 6.PRIOR TO INSTALLING THE STORMTECH CHAMBERS THE CONTRACTOR SHALL CONTACT THE STAMPING ENGINEER TO VERIFY MEANS AND METHODS FOR DRAINAGE CERTIFICATION PURPOSES. 7.EVERY ROW OF STORMTECH CHAMBERS REQUIRES A MINIMUM OF ONE INSPECTION PORT. 8.REFER TO DETAIL SHEETS FOR ADDITIONAL INFORMATION ON STORMTECH CHAMBERS. 9.GROUNDWATER ELEVATIONS COME FROM "SUPPLEMENTAL GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED APARTMENT COMPLEX DEVELOPMENT - CROWNE AT SUNIGA APPROXIMATE 11-ACRE PARCEL - NORTHEAST CORNER OF 9TH STREET AND SUNIGA ROAD" BY EARTH ENGINEERING CONSULTANTS, LLC DATED JUNE 7, 2023. PROPOSED UNDERDRAIN UD PROPOSED STORMTECH ISOLATOR CHAMBERS S PROPOSED STORMTECH CHAMBERS PROPOSED CONTOUR EXISTING CONTOUR PROPOSED SUBGRADE CONTOUR PROPOSED SUBGRADE SPOT ELEVATION PROPOSED SUBGRADE SLOPES SG 47.45 PROPOSED SPOT ELEVATION SG33.43 0.5% 47.45 GROUNDWATER ELEVATION GW SUB1 D1 DE T A I L S SA N I T A R Y 37 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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 0.015 STAINLESS STEEL STRAPS (TO BE USED WITH REDWOOD SKIDS) NOTE: CASING SPACERS MAY BE EITHER REDWOOD OR STAINLESS STEEL WITH POLYMER RUNNERS. TRANSMISSION LINE SUPPORTED BY CASING SPACERS. CASING SEAL CARRIER PIPE STEEL CASING 1/4 IN. MIN. CARRIER PIPE CASING SPACERS BELL OF PIPE STEEL CASING STEEL CASING DETAIL WW-2 ALTERNATE BASE POURED INVERT PRECAST MANHOLE BASE 2 I N . M I N . 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 SIZE 5 F T . M I N . D E P T H CONCRETE 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 I N . M I N . 48 I N . M A X . VA R I A B L E 28 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 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 D2 DE T A I L S WA T E R 38 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 D3 DE T A I L S WA T E R 39 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 D4 DE T A I L S ST O R M 40 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 REV A7003-110-111DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A NYLOPLAST INLINE DRAIN W/ DOME GRATE CONNECTING TO LARGE DIAMETER MAINLINE PIPE USING INSERTA-TEE TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 11-15-16DATE NMHDRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 11-15-16 NMH 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com ©2007 NYLOPLAST MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (CORRUGATED HDPE SHOWN) (B) INTEGRATED DUCTILE IRON DOME GRATE SIZED TO FIT NYLOPLAST INLINE DRAINS VARIOUS INSERTA-TEE SIZES AND ADAPTER TYPES AVAILABLE (ADS N-12 ADAPTER SHOWN) LARGE DIAMETER MAINLINE PIPE (48" ADS N-12 SHOWN)THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 - DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 3 - DIMENSIONS ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY. 4 - DIMENSIONS ARE IN INCHES 5 - SEE DRAWING NO. 7001-110-275 FOR ADS N-12 & HANCOR DUAL WALL BELL INFORMATION & DRAWING NO. 7001-110-364 FOR N-12 HP BELL INFORMATION. NYLOPLAST INLINE DRAIN WITH DOME GRATE CONNECTING TO LARGE DIAMETER MAINLINE PIPE USING INSERTA-TEE NYLOPLAST INSERTA-TEE DETAILS D5 DE T A I L S ST O R M 41 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B NOTE: CONCRETE MANHOLE WQ WEIR TYPICAL WEIR PLAN VIEW NOTES: 1)STRUCTURE SHALL BE PRECAST 2)ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO ORDERING STRUCTURE 3)SEE CONFIGURATION DETAILS FOR LAYOUT AND ELEVATIONS CONFIGURATION DETAILS ORIFICE PLATE ORIFICE OPENING (4 7/8" Ø, BASIN A5) PLATE CENTERED OVER PIPE OPENING IN WALL 12" Ø HOLES FOR 3 8" Ø EXPANSION BOLTS EMBEDDING 2" INTO CONCRETE WALL @ 6" O.C. MIN. 516" THICK GALVANIZED STEEL PLATE D D+4" D+4" ORIFICE INVERT SHALL MATCH PIPE INVERT WEIR SUMMARY TABLE STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FT) STMH C WQ WEIR 5' MANHOLE 4945.82 6.02 STMH B WQ WEIR 4945.20 6.645' MANHOLE REV F7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 9-30-99DATE CJADRAWN 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. 03-11-16 NMH DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. DRAIN BASIN & INLINE DRAIN NON-TRAFFIC INSTALL DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALL DETAIL REV E7001-110-397DWG 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 DRAIN BASIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-25-10DATE EBCDRAWN BY 06-12-18 NMH 8" - 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH DOME GRATE 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO. 7001-110-045. 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. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 36"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. THIS 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.©2013 NYLOPLAST (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 36" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS NOTE: CONTRACTOR TO VERIFY ALL ROOF DRAIN AND DOWN SPOUT CONNECTIONS WITH ARCHITECT. INTEGRATED DUCTILE IRON GRATE DOWNSPOUT ADAPTER INSERTED IN RISER PIPE FINISHED GRADE INJECTION MOLDED WT TEE HDPE PIPE (TYP.) COORDINATE WITH STRUCTURAL TO AVOID FOOTING CONFLICTS INJECTION MOLDED WT 90° BEND GASKET CONNECTION 4" MIN ON 8"-24" 6" MIN ON 30" & 36" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL METING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTMD2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTMD2321. DRAIN BASIN BUILDING FACE TOP SOIL D6 DE T A I L S ST O R M 42 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 REV C0110-110-013DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH INSERTA TEE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 6-3-11DATE EBCDRAWN BY 03-15-16 NMH 5 ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS NYLOPLAST DRAIN BASIN WITH INSERTA TEE THIS 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. 1 - INSERTA TEE ADAPTERS AVAILABLE FOR ALL 8" - 30" STRUCTURE OPTIONS (CUSTOM BASIN, ROAD & HIGHWAY, & CURB INLET) 2 - FRAMES, GRATES, COVERS, HOODS, & BASE PLATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATES 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 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL) & PVC SEWER 5 - ADD-A-BRANCH ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADD-A-BRANCH ADAPTERS SEE DRAWING NO. 0110-110-012 4 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INSERTA TEE GASKET WATER TIGHT JOINT 2 INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 4 VARIOUS TYPES OF INLET & OUTLET INSERTA TEE ADAPTERS AVAILABLE: 4" - 18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC ©2011 NYLOPLAST REV F7001-110-188DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY ( H-20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-4-06DATE EBCDRAWN BY 06-12-18 NMH THIS 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.©2011 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 3 - 36" DRAIN BASIN REQUIRES 36"X30" REDUCING CONE. REDUCING CONE REQUIRES MINIMUM 2.25FT FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" ROAD & HIGHWAY ASPHALT ABOVE CONCRETE SLAB 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY (H-20 LOAD) ASPHALT INSTALLDRAIN BASIN WITH INSERTA TEE QUICK SPEC INSTALL DETAIL REV D7003-110-057DWG 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 INLINE DRAIN WITH DOME GRATE QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-25-10DATE EBCDRAWN BY 03-15-16 NMH MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION INVERT ACCORDING TO PLANS/TAKE OFF NYLOPLAST INLINE DRAIN WITH DOME GRATE 8" - 30" 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 3 - 8" - 30" DOME GRATES HAVE NO LOAD RATING (3) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) THIS 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.©2013 NYLOPLAST (1) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN w/ DOME GRATE QUICK SPEC INSTALL TYPICAL ROOF LEADER CONNECTION WITH DRAIN BASINCONCRETE TRICKLE PAN WITH REINFORCING D7 DE T A I L S ST O R M 43 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 10" STANDARD GRATE ASSEMBLYTYPICAL DRAIN BASIN INSTALLATION OPTIONS 15" PEDESTRIAN GRATE ASSEMBLY REV E7001-110-042DWG 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 - 36 IN TYPICAL INSTALLATION OPTIONS TITLE PROJECT NO./NAME MATERIAL DATE REVISED 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. 11-2-18 NMH DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T TSALPOLYN DUC TI L E I RO N TS AL P O L YN DUC T I L E I R ON DU C T I L E I R O N DO N O T P O L L U T E D R A I N S T O W A T E R W A Y S NY L O P L A S T WHEN ARE DRAIN BASINS USED? 2808AG _ _ X 2810AG _ _ X 2812AG _ _ X 2815AG _ _ X 2818AG _ _ X 2824AG _ _ X 2830AG _ _ X 2836AG _ _ 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" - 36" 2 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°, TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012 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 4 - REDUCING CONES DOWN TO 30" DIAMETER WILL BE REQUIRED FOR 36" DRAIN BASINS. ©2010 NYLOPLAST DUCTILE IRON REV A7001-110-198DWG NO.1 OF 1SHEET1:5SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 10 IN STANDARD GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 3-3-06DATE EBCDRAWN 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. 3-3-06 CJA .44 Ø 10.31 1099CGS ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE HAS A LIGHT DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-041 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL BY RULE. APPROX. DRAIN AREA = 28.28 SQ IN APPROX. WEIGHT = 5.14 LBS 10" STANDARD GRATE 10" INLINE DRAIN TSALPOLYN D U C T I L E I R O N REV B7001-110-207DWG NO.1 OF 1SHEET1:8SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com 15 IN PEDESTRIAN GRATE ASSEMBLY TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 3-7-06DATE EBCDRAWN 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. 3-7-06 CJA .38 1599CGP APPROX. DRAIN AREA = 81.25 SQ IN APPROX. WEIGHT WITH FRAME = 53.70 LBS HINGED GRATE FOR EASY ACCESS ALL DIMENSIONS IN INCHES UNLESS NOTED OTHERWISE GRATE MEETS H-10 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-031 SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL BY RULE. DUCTILE IRON NYLOPLAST DUCTILE IRON DO NOT POLLUTE DRAINS TO WATERWAYS 16.25 16.13 3.43 1.68 H20 LOADING INLINE DRAIN BASIN REV E7001-110-392DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN ( H-10 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 03-14-10DATE EBCDRAWN BY 11-09-20 NMH THIS 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.©2013 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 3 - 36" DRAIN BASINS REQUIRE 36"X30" REDUCING CONE. REDUCING CONE REQUIRES 2.25 FT FROM GRADE TO TOP OF PIPE. 4" MIN ON 12" - 24" 6" MIN ON 30" & 36" ASPHALT ABOVE CONCRETE SLAB 6" MIN THICKNESS GUIDELINE 12" MIN WIDTH GUIDELINE D8 DE T A I L S ST O R M 44 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SECTION B-B DETAIL 1 SECTION A-A PLAN BB A A 2' CONCRETE CHASE 4 INCH INSPECTION PORT 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS MC-7200 4" (100 mm) INSPECTION PORT DETAIL NTS 4" (100 mm) INSERTA TEE PART# 4P26FBSTIP INSERTA TEE TO BE CENTERED IN VALLEY OF CORRUGATIONS PAVEMENT CONCRETE COLLAR CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER PART# 2712AG4IP SOLID COVER: 1299CGC 4" (100 mm) SDR35 PIPE MC-7200 CHAMBER 18" (450 mm) MIN WIDTH CONCRETE SLAB 8" (200 mm) MIN THICKNESS MC-7200 6" (150 mm) INSPECTION PORT DETAIL NTS * THE PART# 2712AG6IPKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LID INSPECTION PORT INSTALLATION MC-7200 CHAMBER 6" (150 mm) SDR35 PIPE CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 12" (300 mm) NYLOPLAST INLINE DRAIN BODY W/SOLID HINGED COVER PART# 2712AG6IP* SOLID COVER: 1299CGC* CONCRETE COLLAR PAVEMENT 6" (150 mm) INSERTA TEE PART# 6P26FBSTIP* INSERTA TEE TO BE CENTERED IN VALLEY OF CORRUGATIONS 6 INCH INSPECTION PORT D9 DE T A I L S ST O R M 45 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 5 DA T E DR W N CH K D DE S C R I P T I O N # # # # # # # # # # # # # # # # # # # # # # # # ACCEPTABLE FILL MATERIALS: STORMTECH MC-7200 CHAMBER SYSTEMS PLEASE NOTE: 1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE". 2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR. 3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. NOTES: 1.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101 2.MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3.THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 4.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5.REQUIREMENTS FOR HANDLING AND INSTALLATION: ·TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. ·TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 3”. ·TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 500 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT D FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/A PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND PREPARATION REQUIREMENTS. C INITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THE TOP OF THE EMBEDMENT STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY BE A PART OF THE 'C' LAYER. GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. AASHTO M145¹ A-1, A-2-4, A-3 OR AASHTO M43¹ 3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10 BEGIN COMPACTIONS AFTER 24" (600 mm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 12" (300 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL GRADED MATERIAL AND 95% RELATIVE DENSITY FOR PROCESSED AGGREGATE MATERIALS. B EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYER ABOVE. CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 A FOUNDATION STONE: FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONE AASHTO M43¹ 3, 4 PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,3 NO COMPACTION REQUIRED. 24" (600 mm) MIN* 7.0' (2.1 m) MAX 12" (300 mm) MIN100" (2540 mm) ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS 12" (300 mm) MIN 12" (300 mm) MIN 9" (230 mm) MIN D C B A *TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, INCREASE COVER TO 30" (750 mm). DEPTH OF STONE TO BE DETERMINED BY SITE DESIGN ENGINEER 9" (230 mm) MIN PERIMETER STONE (SEE NOTE 4) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) MC-7200 END CAP SUBGRADE SOILS (SEE NOTE 3) PAVEMENT LAYER (DESIGNED BY SITE DESIGN ENGINEER) 60" (1524 mm) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. St o r m T e c h Ch a m b e r S y s t e m 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® 804 STORMTECH DETAIL 3 OF 5 3 PLACEHOLDER FOR CUSTOM STORMTECH COVERSHEET SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 5 DA T E DR W N CH K D DE S C R I P T I O N # # # # # # # # # # # # # # # # # # # # # # # # INSPECTION & MAINTENANCE STEP 1)INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A.INSPECTION PORTS (IF PRESENT) A.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG A.4.LOWER A CAMERA INTO ISOLATOR ROW PLUS 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 PLUS ROWS B.1.REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2.USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE i)MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii)FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2)CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A.A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B.APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C.VACUUM STRUCTURE SUMP AS REQUIRED STEP 3)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES 1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2.CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. 24" SUMP DEPTH CATCH BASIN OR MANHOLE MC-7200 ISOLATOR ROW PLUS DETAIL NTS OPTIONAL INSPECTION PORT MC-7200 END CAP 24" (600 mm) HDPE ACCESS PIPE REQUIRED USE FACTORY PARTIAL CUT END CAP PART #: MC7200IEPP24B OR MC7200IEPP24BW STORMTECH HIGHLY RECOMMENDS FLEXSTORM INSERTS IN ANY UPSTREAM STRUCTURES WITH OPEN GRATES COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ONE LAYER OF ADSPLUS175 WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 10.3' (3.1 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS ELEVATED BYPASS MANIFOLD MC-7200 CHAMBER INSTALL FLAMP ON 24" (600 mm) ACCESS PIPE PART #: MC720024RAMP NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER CONCRETE COLLAR PAVEMENT 12" (300 mm) MIN WIDTH CONCRETE SLAB 6" (150 mm) MIN THICKNESS 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS 8" NYLOPLAST INSPECTION PORT BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR NOT REQUIRED FOR UNPAVED APPLICATIONS 4" (100 mm) SDR 35 PIPE 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY St o r m T e c h Ch a m b e r S y s t e m 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® STORMTECH DETAIL 4 OF 5 4 PLACEHOLDER FOR CUSTOM STORMTECH DETAIL D10 DE T A I L S ST O R M 46 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SHEET OF DA T E : PR O J E C T # : DR A W N : CH E C K E D : TH I S D R A W I N G H A S B E E N P R E P A R E D B A S E D O N I N F O R M A T I O N P R O V I D E D T O A D S U N D E R T H E D I R E C T I O N O F T H E S I T E D E S I G N E N G I N E E R O R O T H E R P R O J E C T R E P R E S E N T A T I V E . T H E S I T E D E S I G N E N G I N E E R S H A L L R E V I E W T H I S D R A W I N G P R I O R T O C O N S T R U C T I O N . I T I S T H E U L T I M A T E RE S P O N S I B I L I T Y O F T H E S I T E D E S I G N E N G I N E E R T O E N S U R E T H A T T H E P R O D U C T ( S ) D E P I C T E D A N D A L L A S S O C I A T E D D E T A I L S M E E T A L L A P P L I C A B L E L A W S , R E G U L A T I O N S , A N D P R O J E C T R E Q U I R E M E N T S . 46 4 0 T R U E M A N B L V D HI L L I A R D , O H 4 3 0 2 6 5 DA T E DR W N CH K D DE S C R I P T I O N # # # # # # # # # # # # # # # # # # # # # # # # St o r m T e c h Ch a m b e r S y s t e m 88 8 - 8 9 2 - 2 6 9 4 | WW W . S T O R M T E C H . C O M ® MC-7200 TECHNICAL SPECIFICATION NTS PART #STUB B C MC7200IEPP06T 6" (150 mm)42.54" (1081 mm)--- MC7200IEPP06B ---0.86" (22 mm) MC7200IEPP08T 8" (200 mm)40.50" (1029 mm)--- MC7200IEPP08B ---1.01" (26 mm) MC7200IEPP10T 10" (250 mm)38.37" (975 mm)--- MC7200IEPP10B ---1.33" (34 mm) MC7200IEPP12T 12" (300 mm)35.69" (907 mm)--- MC7200IEPP12B ---1.55" (39 mm) MC7200IEPP15T 15" (375 mm)32.72" (831 mm)--- MC7200IEPP15B ---1.70" (43 mm) MC7200IEPP18T 18" (450 mm) 29.36" (746 mm)---MC7200IEPP18TW MC7200IEPP18B ---1.97" (50 mm) MC7200IEPP18BW MC7200IEPP24T 24" (600 mm) 23.05" (585 mm)---MC7200IEPP24TW MC7200IEPP24B ---2.26" (57 mm) MC7200IEPP24BW MC7200IEPP30BW 30" (750 mm)---2.95" (75 mm) MC7200IEPP36BW 36" (900 mm)---3.25" (83 mm) MC7200IEPP42BW 42" (1050 mm)---3.55" (90 mm) NOTE: ALL DIMENSIONS ARE NOMINAL NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)100.0" X 60.0" X 79.1" (2540 mm X 1524 mm X 2010 mm) CHAMBER STORAGE 175.9 CUBIC FEET (4.98 m³) MINIMUM INSTALLED STORAGE*267.3 CUBIC FEET (7.56 m³) WEIGHT (NOMINAL)205 lbs.(92.9 kg) NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH)90.0" X 61.0" X 32.8" (2286 mm X 1549 mm X 833 mm) END CAP STORAGE 39.5 CUBIC FEET (1.12 m³) MINIMUM INSTALLED STORAGE*115.3 CUBIC FEET (3.26 m³) WEIGHT (NOMINAL)90 lbs.(40.8 kg) *ASSUMES 12" (305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS, 12" (305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY. PARTIAL CUT HOLES AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B" PARTIAL CUT HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" END CAPS WITH A PREFABRICATED WELDED STUB END WITH "W" B C 83.4" (2120 mm) 79.1" (2010 mm) INSTALLED 60.0" (1524 mm) 100.0" (2540 mm)90.0" (2286 mm) 61.0" (1549 mm) 32.8" (833 mm) INSTALLED 38.0" (965 mm) CUSTOM PREFABRICATED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE 12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCATIONS ON THE MC-7200 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN 10" (250 mm). THE INVERT LOCATION IN COLUMN 'B' ARE THE HIGHEST POSSIBLE FOR THE PIPE SIZE. UPPER JOINT CORRUGATION WEB CREST CREST STIFFENING RIB VALLEY STIFFENING RIB BUILD ROW IN THIS DIRECTION LOWER JOINT CORRUGATION FOOT UNDERDRAIN DETAIL NTS A A B B SECTION A-A SECTION B-B NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR SC-740, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS OUTLET MANIFOLD STORMTECH END CAP STORMTECH CHAMBERS STORMTECH CHAMBER STORMTECH END CAP DUAL WALL PERFORATED HDPE UNDERDRAIN ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE FOUNDATION STONE BENEATH CHAMBERS FOUNDATION STONE BENEATH CHAMBERS MC-SERIES END CAP INSERTION DETAIL NTS NOTE: MANIFOLD STUB MUST BE LAID HORIZONTAL FOR A PROPER FIT IN END CAP OPENING. 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB STORMTECH END CAP 12" (300 mm) MIN SEPARATION 12" (300 mm) MIN INSERTION MANIFOLD HEADER MANIFOLD STUB STORMTECH DETAIL 5 OF 5 5 D11 DE T A I L S ST O R M 47 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 Structure Schedule Structure ID Type Grate A2 15" Nyloplast Basin Solid Traffic Rated A3 15" Nyloplast Basin Solid Traffic Rated A4 100-yr Orifice 15" Nyloplast Basin Solid Traffic Rated A5 24" Nyloplast Basin Solid Traffic Rated B WQ WEIR 4' Dia. Manhole Standard Heavy B1 24" Nyloplast Basin Solid Traffic Rated B2 5' Dia. Manhole Standard Heavy B3 Type C Inlet Close Mesh B4 24" Nyloplast Basin Solid Traffic Rated B5-1 8" Nyloplast Basin Dome Grate B8 30" Nyloplast Basin Solid Traffic Rated B11-1 8" Nyloplast Basin Dome Grate B16 Fort Collins Area Inlet Standard B17 15" Nyloplast Basin Solid Grate B20 15" Nyloplast Basin Solid Grate B30 12" Nyloplast Basin Solid Grate C1 Type C Inlet Close Mesh C2 Type C Inlet Close Mesh C3 6' Dia. Manhole Standard Heavy C6 4" Dia. Manhole Standard Heavy C8 Type C Inlet Close Mesh C10 10" Nyloplast Basin Solid Traffic Rated C12 10" Nyloplast Basin Dome Grate C15 10" Nyloplast Basin Solid Grate C16 10" Nyloplast Basin Solid Grate C24 10" Nyloplast Basin Solid Grate C1-1 30" Nyloplast Basin Solid Grate C1-2 24" Nyloplast Basin Solid Grate C1-3 15" Nyloplast Basin Solid Grate C1-6 15" Nyloplast Basin Dome Grate C1-11 12" Nyloplast Basin Dome Grate C3-1 10" Nyloplast Basin Solid Grate C4-1 10" Nyloplast Basin Dome Grate C5-1 8" Nyloplast Basin Dome Grate D1 8" Nyloplast Basin Dome Grate D6 8" Nyloplast Basin Dome Grate E4 10" Nyloplast Basin Solid Grate F2 30" Nyloplast Basin Solid Traffic Rated F3 Type D Inlet Close Mesh F5 30" Nyloplast Basin Solid Traffic Rated F7 15" Nyloplast Basin Solid Grate F8 15" Nyloplast Basin Dome Grate G4 24" Nyloplast Basin Solid Traffic Rated G5 15" Nyloplast Basin Solid Traffic Rated G5-1 8" Nyloplast Basin Dome Grate G8 15" Nyloplast Basin Solid Traffic Rated G9 8" Nyloplast Basin Dome Grate H3 15" Nyloplast Basin Solid Traffic Rated H7 Type R Inlet Standard H8 10" Nyloplast Basin Solid Grate H11 10" Nyloplast Basin Solid Grate H1-1 8" Nyloplast Basin Dome Grate H2-1 8" Nyloplast Basin Dome Grate H5-1 8" Nyloplast Basin Dome Grate I3 15" Nyloplast Basin Solid Traffic Rated I6 Type C Inlet Close Mesh I9 10" Nyloplast Basin Solid Traffic Rated I1-1 8" Nyloplast Basin Dome Grate I3-2 8" Nyloplast Basin Dome Grate J7 15" Nyloplast Basin Solid Grate J15 10" Nyloplast Basin Solid Grate K1 10" Nyloplast Basin Solid Grate K5 12" Nyloplast Basin Solid Grate K7 10" Nyloplast Basin Solid Grate L1 15" Nyloplast Basin Solid Traffic Rated L1-1 10" Nyloplast Basin Solid Grate M1 10" Nyloplast Basin Pedestrian Grate M2 10" Nyloplast Basin Pedestrian Grate M4 10" Nyloplast Basin Pedestrian Grate M6 10" Nyloplast Basin Solid Grate N4 Type D Inlet Close Mesh P4 12" Nyloplast Basin Solid Grate P11 10" Nyloplast Basin Solid Grate Q2 Type C Inlet Close Mesh INLET SCHEDULE D12 DE T A I L S SI T E 48 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 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: RE V E A L (CDOT TYPE 2 SECTION B M-609-1 CURB W/8" REVEAL) 6" (FORT COLLINS ONLY) 1-1/2" TO NO T E S : 1. 6 ' w i d e p a n f o r r e s i d e n t i a l s t r e e t s . 2. A l l i n t e r s e c t i o n s t o h a v e a c c e s s r a m p s . 3. S t a n d a r d C u r b a n d G u t t e r S e c t i o n , S e e S t a n d a r d D r a w i n g 7 0 1 4. 0 " C u r b H e i g h t , S e e S e c t i o n A - A 5. A l l o f t h e s e p e d e s t r i a n i m p r o v e m e n t s s h a l l b e i n R O W o r a p e d e s t r i a n o r p u b l i c a c c e s s e a s e m e n t . 6. D e t e c t a b l e W a r n i n g t o e x t e n d t h e f u l l w i d t h o f t h e r a m p a n d b e 2 ' - 0 " i n t h e d i r e c t i o n o f t r a v e l . M a x i m u m s l o p e i n t h e d i r e c t i o n o f t r a v e l s h a l l b e n o m o r e t h a n 5 . 0 p e r c e n t ( 1 : 2 0 ) . M a t e r i a l t o b e a p p r o v e d b y l o c a l e n g i n e e r 7. T = 6 " f o r r e s i d e n t i a l a n d 8 " f o r c o m m e r c i a l . 8. D i s t a n c e f r o m b a c k o f c u r b t o t h e b e g i n n i n g o f D e t e c t a b l e W a r n i n g c a n n o t b e g r e a t e r t h a n 5 ' - 0 " TY P E I I I DE T A C H E D W A L K N. T . S . SE C T I O N S A - A AP P R O A C H CL A S S I F I C A T I O N TY P E Si n g l e F a m i l y 12 ' 24 ' I, I I , I I I , o r I V Co m m e r c i a l Mu l t i F a m i l y 36 ' 24 ' 24 ' 36 ' MI N I M U M WI D T H WI D T H MA X I M U M In d u s t r i a l 24 ' 36 ' I, I I , I I I , o r I V I o r I I RE S I D E N T I A L : *** ** DR I V E W A Y W I D T H S H i g h v o l u m e d r i v e w a y s ( T y p e I I I o r I V ) a l l o w e d f o r 3 5 0 o r gr e a t e r t r i p e n d s / d a y . * 30 ' m a x i m u m f o r 3 c a r g a r a g e s . * * No s i n g l e o p e n i n g s h a l l e x c e e d 3 6 ' . W i d e r d r i v e w a y s s h a l l be d i v i d e d w / a m e d i a n n o t l e s s t h a n 6 ' w i d e . 1/ 4 " p e r f t . 1" p e r f t . 1: 5 0 S l o p e  T Walk 1:50 1:12 (max.) Gu t t e r Pa r k w a y Si d e w a l k 1: 1 2 De t a c h e d A A (m a x ) 2' Fl a r e Se e N o t e 4 Se e N o t e 3 If C o n c r e t e D r i v e w a y Ex p a n s i o n J o i n t Se e N o t e 6 1/4" per ft.1" per ft. 1: 1 2 ( m a x . ) 1" p e r f t . Dr i v e w a y FL See Note 8 I, I I , I I I , o r I V Si d e w a l k De t a c h e d A A 4' - 0 " 2" 6" SE C T I O N B - B NO T E : 1. S e e SD 7 0 4 - B , 7 0 5 & 7 0 5 a f o r m o r e d e t a i l s 2. M e d i a n s m a y a l s o b e p a i n t e d ; s e e Ch a p t e r 7 3. D e s i g n t o b e a p p r o v e d b y l o c a l e n t i t y e n g i n e e r . * 7' (4' Retrofit) in Fort Collins and 4' in Loveland. See Standard Details 704-B, 705 and 705a for more information. ** 19' FL-FL in Fort Collins and 16' FL-FL in Loveland. Cu r b L i n e 12' De t a i l De t a i l * No s e 2' - 0 " Bo t t o m o f C o n c r e t e No s e * 4' - 0 " LO V E L A N D O N L Y ** ℄ ℄ 15' 1.0' 4" D I A . B L O C K O U T T O S U B G R A D E IN C O N C R E T E F O R S I G N P O S T * BA Y TA P E R 12' 12' 12' Cr o s s S t r e e t (t y p i c a l ) R= 2 5 ' (T y p . ) Cu r b L i n e ℄ BA Y TA P E R R=1.0' 14' 1.0' 12' ** 12' 12' 12' Sign Post Sleeve Me d i a n Co v e r Safe Hit Sleeve Pa v e m e n t S u r f a c e To p o f C u r b PL A N TY P I C A L IN T E R S E C T I O N 4' - 0 " 2" 6" SE C T I O N A - A No s e 3' - 0 " Bo t t o m o f C o n c r e t e Sign Post Sleeve Me d i a n Co v e r Pa v e m e n t S u r f a c e To p o f C u r b 3.0'4.0' B B 2.0' 2.0' 4.0' 4" D i a . S a f e Hi t S l e e v e LO V E L A N D O N L Y Detail 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 " m a x . 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 Cross section of post SW SAMPLE AVE 2400 *12 Gauge CRITERIA FOR SINGLE POST Max. Sign Panel Telespar 22F12A O3PG Anchor Post * Telespar 20F12P-10PG Post * 36"x36"2.25"x2.25"x3'-0"2"x2"x12'-0" NOTES: 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. 3. Signs larger than 36 inches in length or width require wind bracing and special post design. 4. Anchor Stub and post are square steel tube (perforated). 5. All "No Parking" signs shall be installed at 45° from Flow Line. 6. R1-1 "STOP" sign 30" High Density/Diamond Grade.Sign mounted to post with 1each drive rivet with nylon washer against sign face (on Top of the Sign). sign shall be mounted with 1 each 5/16"x2 1/2" Hew Bolt with nylon washers against sign face (on Bottom of the Sign). Secured with 1 each 5/16" Hex Nut on the back side of Post. 7. 4" Core Drill in Asphalt or Concrete or provide a 4" PVC sleeve cut flush to the surface for placement of anchor post. Voids to be filled in with sand or other fine suitable material. SW SAMPLE AVE 2400 ATTACHED SIDEWALK DETACHED SIDEWALK 8" 8" 30 " 7' - 0 " 3' (min.) BOC (m i n . ) C l e a r a n c e 3' 2 each 8" Blades mounted to Post with 4 each Drive Rivets with Nylon Washers 8" 30 " 7' - 0 " 1' 8" 3' 3" - 6" Above Grade (TYP) (m i n . ) C l e a r a n c e (min.) Telespar Post 4" - 6" Below Grade (TYP) Concrete or AsphaltSand or other fine suitable material VA N - AC C E S S I B L E PA R K I N G MI N . MI N . ON E I N E V E R Y EI G H T A C C E S S I B L E SP A C E S , B U T N O T LE S S T H A N O N E , SH A L L B E V A N AC C E S S I B L E . ON E S I G N PE R S P A C E RE Q U I R E D RE Q U I R E D PE R S P A C E ON E S I G N RE Q U I R E D PE R S P A C E ON E S I G N CA R A C C E S S I B L E VA N A C C E S S I B L E "U N I V E R S A L D E S I G N " CA R & V A N A C C E S S I B L E OR A " U N I V E R S A L " P A R K I N G S P A C E D E S I G N M A Y B E U S E D . TH I S D E S I G N I S U S E D T O A C C O M M O D A T E C A R & V A N AC C E S S I B L E P A R K I N G S P A C E S , W H I C H E L I M I N A T E S T H E NE E D F O R T W O S I G N T Y P E S . 8' 5' 8' 8' 8' 8' 11 ' 5' 11 ' 11 ' 5' RE S E R V E D RE S E R V E D PA R K I N G RE S E R V E D PA R K I N G R7 - 8 R7 - 8 R7 - 8 D13 DE T A I L S SI T E 49 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 SW Sa m p l e Av e 24 0 0 NO T E S : 1. S t r e e t n a m e m u s t b e 6 " ( m i n . ) w h i t e l e t t e r s , f i r s t l e t t e r o f e a c h s t r e e t n a m e w o r d t o b e c a p i t a l i z e d f o l l o w e d b y a l l lo w e r c a s e l e t t e r s , F H W A S e r i e s " B " . 2. P r e f i x m u s t b e 2 " l e t t e r s , F H W A S e r i e s " B " a n d p l a c e d o n t h e u p p e r l e f t . 3. S u f f i x m u s t b e 2 " ( m i n . ) l e t t e r s a n d b l o c k n u m b e r m u s t b e 2 " ( m i n . ) n u m b e r s , F H W A S e r i e s " B " . 4. O v e r a l l s i g n l e n g t h d i m e n s i o n v a r i e s a c c o r d i n g t o l e n g t h o f s t r e e t n a m e . 5. A l l s i g n l e t t e r i n g a n d g r e e n b a c k g r o u n d m a t e r i a l m u s t b e a t l e a s t 3 M H i g h I n t e n s i t y G r a d e P r i s m a t i c R e f l e c t i v e Sh e e t i n g ( H I P ) w i t h a n E C T r a n s p a r e n t O v e r l a y F i l m s h e e t i n g p e r F H W A ; No s i l k s c r e e n e d s i g n s w i l l b e pe r m i t t e d . 6. S t r e e t n u m b e r s s h a l l a l w a y s p o i n t t o h i g h e r b l o c k n u m b e r . 7. A l u m i n u m s i g n b l a n k s h a l l b e 0 . 0 8 t h i c k n e s s w i t h 3 / 4 " r a d i u s c o r n e r s . S i g n s l o n g e r t h a n 3 6 " s h a l l b e 0 . 1 0 t h i c k . 8. L o v e l a n d o n l y , s i g n a l i z e d i n t e r s e c t i o n s i g n s s h a l l b e 1 8 " ( m i n . ) i n h e i g h t w i t h 1 5 " h i g h l e t t e r s . 9. A l l s t r e e t n a m e s i g n s s h a l l b e r e t r o r e f l e c t i v e . 1/ 2 " Le n g t h V a r i e s b y S t r e e t N a m e 1/ 2 " 2- 1 / 4 " 1/ 2 " 2- 3 / 4 " 8" 1" m i n . 2" m a x . 1/ 2 " 3- 3 / 4 " 1/ 2 " 1/ 2 " 1" m i n . 2" m a x . 2- 3 / 4 " 6" H w y B S e r i e s 2" H w y B S e r i e s , Ce n t e r e d o n L o g o 2" H w y B S e r i e s 2" H w y B S e r i e s 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 STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) Driveway Driveway Sidewalk SECTION A-A Detached Sidewalk Attached Sidewalk AttachedDetached All Sidewalk Thickness Shall Be 6" minimum. Sidewalk NOTE: 1. Sidewalk grade shall remain consistent across driveway 2. For driveway design requirements, see CONST. DWG. Series 706 & 707 3. This detail applies to Residential & Commercial driveways. 6" 2'-0"6'-0" T.C.F.L.Lip 1/2" Expansion Joint Material 1/2" Expansion Joint Material 8" Commercial 6" Residential A A Sidewalk Min. ATTACHED SIDEWALK DETAIL Slope sidewalk to curb 1/4" per foot. NOTE: Construct sidewalk with joints at 10' intervals R 1/8" WEAKENED PLANE JOINT EXPANSION JOINT R1/4" and aligned with scoring on curb. INSTALL IN LOCATIONS SPECIFIED IN CHAPTER 22 1/2" 1/4" 1/4 SLAB THICKNESS 1/4" 1/2" Expansion Joint material DETACHED SIDEWALK DETAIL Variable Landscaping Slope sidewalk to curb 1/4" per foot. 2' min. Slope: Minumum 1 4"/ft Maximum 3"/ft Flare 1. No joints are allowed in the flowline. Six inch wide curb or "dummy joint" may be tooled no closer than 6 inches from flow line as shown. 2. Pedestrian landing area required 4 ft length x 4 ft width, max slope in any direction is 1:50 or 14" per foot. 3. Joint pattern to be according to intersection gutter detail' or as determined by the local entity. 4. Wood float finish is required over the sloped surface of ramp and flares. 5. Minimum ramp width shall be four feet, or the same as the widest adjacent sidewalk, whichever is greater, up to a maximum width of 8 feet. 6. Detectable warning is to extend full width of the ramp and be a minimum of 2.0' in the direction of travel. Material to be approved by local engineer 7. T = Concrete thickness, 6" minimum for entire ramp area. SECTION A-A PLAN VIEW N.T.S. N.T.S. NOTES: 2' Transition (TYP.) 4' (min) 6" 2' 1:20 (max) 1:12 (m a x )  T, See Note 8 0" Curb  Lip of Gutter Detectable Warning A A 1/2" per ft. 1" per ft. Flare Curb Flare Detectable Warning Curb (TYP.)SIDEWALK SI D E W A L K 0" Curb Height, See Section A-A (TYP) Standard Curb and Gutter, See Standard Dwg 701 (TYP) Pedestrian Landing Area, See Note 2 2' (min) 42" BICYCLE RACK IN EXISTING BRICK PAVERS SET IN SAND ON CONCRETE Brick Pavers Sand Concrete 36 " 42 " 4" Varies Sand Brick Pavers SET IN SAND ON GRADE 24 " 42 " Varies 36 " 42" BICYCLE RACK IN EXISTING BRICK PAVERS Grade 18" FORT COLLINS ONLY 48" 48" C u r b Fl a r e Varies C u r b Fl a r e Ra m p C u r b Curb Fl a r e Ra m p Varies Pa n e l s Pa n e l s 6" Ra m p Wi d t h : 4. 5 ' 5. 0 ' 6. 0 ' 7. 0 ' 8. 0 ' No t e : Tr u n c a t e d d o m e p a n e l s a r e av a i l a b l e i n 2 ' x 2 ' s q u a r e s an d 2 ' x 2 . 5 ' r e c t a n g l e s . Co m b i n e t h e w i d t h s t o f i t th e r a m p . P a n e l s m a y b e cu t t o n o l e s s t h a n a 2 ' x 1 . 5 ' si z e . Pa n e l W i d t h Co m b i n a t i o n s : 2' + 2 . 5 ' 2. 5 ' + 2 . 5 ' 2' + 2 ' + 2 ' 2. 5 ' + 2 ' + 2 . 5 ' 2' + 2 ' + 2 ' + 2 ' No t e s : 1 . T r u n c a t e d d o m e w a r n i n g p a n e l : In s t a l l p a n e l s a l o n g w i t h t h e co n c r e t e p o u r f o r t h e r a m p . Sp e c i f i c a t i o n s f o r t h e p a n e l a n d in s t a l l a t i o n i n s t r u c t i o n s w i l l b e pr o v i d e d u p o n r e q u e s t . 2 . T h i s d r a w i n g s h o w s v e r t i c a l c u r b . Fo r D r i v e O v e r C u r b t h e w a r n i n g de t e c t i o n l o c a t i o n s h a l l b e p l a c e d i n th e s a m e p o s i t i o n 6 " b a c k f r o m t h e ba c k o f c u r b . 3 . I f c u r b a n d g u t t e r a r e p o u r e d mo n o l i t h i c w i t h r a m p , p l a c e d o m e ed g e a t b a c k o f c u r b a s s h o w n . I f no t p o u r e d m o n o l i t h i c , p l a c e d o m e ed g e 6 " f r o m b a c k o f c u r b . Ca s e 1 - D i r e c t i o n a l R a m p s Ca s e 2 - N o n - D i r e c t i o n a l R a m p s Varies Pa n e l s Ra m p Pa n e l s Fl a r e Cu r b Ca s e 3 - M i d - B l o c k R a m p s 6" Pa n e l s Pa n e l s Fl a r e 6" Fl a r e Varies FORT COLLINS ONLY Aligned with Pedestrian flow Gu t t e r or Ap r o n ℄Ce n t e r l i n e o f r a m p BO C - B a c k o f C u r b FO C - F a c e o f C u r b -F l o w l i n e Varies 2'-0" 2'-0" A A FOC or ℄ 2'-0" BO C BO C 1: 1 2 m a x s l o p e 1: 2 0 sl o p e Pa n e l s e m b e d d e d i n t h e co n c r e t e r a m p s Se c t i o n A - A ( C e n t e r l i n e o f r a m p ) NT S Flow line Curb and Gutter BOC See Note 3 Transition back of walk (typ.) Broom finishBroom finish SECTION A-A MID-BLOCK LOCATION Varies * 1:12 Slope (max.) 1:50 see note 2 Fl o w l i n e (max.) Slope 1:12 5' A Varies * Wood float finish thru ramp Slo p e 1:1 2 Slope 1:12 CORNER LOCATION ramp finish thru Wood float Broom finish A Varie s * (max . ) A A 5' (m a x ) (Radius varies) (typ.) back of walk Transition 2 Br o o m f i n i s h BA C K O F W A L K / L A N D I N G Retaining Curb (Optional) 12 " (m a x . ) (m i n . ) T Walk Curb Gutter NOTES: 1. T = Concrete thickness, 6" minimum for entire ramp area. 2. 1:50 Max unless a landing behind ramp (then ramp can be 1:12 with 1:20 on the detectable warning). 3. See CONST. DWG. 1606(a) and 1607 for Fort Collins. 4. Detectable Warning to extend the full width of the ramp. Material to be approved by Local Engineer. 5. 0" Curb height, See Section A-A. 6. Standard Curb and Gutter Section , See Standard Drawing 701. 2'-0" (min) 6" Walk Gutter Curb Va r i e s * Detectable Warning 1/4" per ft. 1" per ft.1" per ft. 1" p e r f t . 1" pe r f t . On a radius hold 6" at the corners of the truncated dome warning. 2" Retaining Curb (Optional) 6" * Curb to match slope of sidewalk, Ramp length not to exceed 15'-0" See Note 6 See Note 5 See Note 5 See Note 6 Detectable Warning, See Note 4 Detectable Warning, See Note 4 Retaining Curb (Optional) to retain ground behind the walk, if needed CONCRETE PAVEMENT #4 X 18" EPOXY COATED REBAR @24" O.C. ASPHALT OR FIBER EXPANSION JOINT MATERIAL 5 8" X 9" SLEEVE CONCRETE PAVEMENT COMPACTED SUBGRADE SAWCUT JOINTS TO A DEPTH OF 1 4 ", 1 8" WIDE (SEE LAYOUT PLAN FOR JOINT LOCATIONS) CONCRETE PAVEMENT COLOR, SCORING, AND FINISH PER PLAN COMPACTED SUBGRADE CONCRETE NOTES: 1.APPLY BROOM FINISH PERPINDICULAR TO DIRECTION OF WALKS. 2.PROVIDE 14" RADIUS EDGE AT EDGES. 3.SAW CUT JOINTS SHALL TYPICALLY BE PLACED AT INTERVALS EQUAL TO THE WIDTH OF THE SLAB NOT TO EXCEED 10'. 4.EXPANSION JOINTS SHALL BE PLACED AS SHOWN ON DRAWINGS AND IF NOT CONFLICTING WITH THE DRAWINGS AT INTERVALS OF AT LEAST EVERY 100 L.F. 5.ALL JOINTS SHALL BE PERPENDICULAR TO THE EDGE. THE 6.JOINTS SHALL ALSO NOT VARY FROM THE TRUE LINE MORE THAN 14". COMPACTED SUBGRADE 6" COMPACTED AGGREGRATE SUBBASE CONCRETE PAVEMENT (TYP) 1 2" DIA. SMOOTH SLIP DOWEL, 12" LONG, SLEEVED ON PAVEMENT SIDE 24" O.C. (TYP) #3 REBAR AT 12" O.C. #4 REBAR CONT. AS SHOWN 12" MIN. CLEAR (V A R I E S ) S E E GR A D I N G P L A N 6" (VARIES) SEE GRADING PLAN 3'-0" 1' - 0 " 1'-0" EXPANSION MATERIAL (TYP) CAULK TOP EDGE 3' - 0 " 1'-0" 1'-0" 1/2" NOSE RADIUS (TYP) SLOPE STEPS 1 8" PER FOOT 1.5" O.D. PIPE RAIL, POWDERCOAT WITH A BLACK FINISH OR PER OWNER RAIL HEIGHT 36" (MIN 34" MAX 38") SLEEVE FOR POST, I.D. MIN 1.75", SEALED BOTTOM GROUT IN POST & CAULK TOP EDGE PAST LEADING EDGE OF STEP D14 DE T A I L S SI T E 50 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 PRIVATE CURB & GUTTER 18" OUTFALL 18" INFLOW REFER TO SHEET HC1 FOR LOCATIONS OF SPECIFIC CURB TYPE. 1. Joint shall be cut 1/4 thickness of initial concrete; tool joint for walks. Sidewalk Addition Existing Sidewalk 8" (min.)2" 3" (m i n . ) EDGE SURFACE 1/8" R. T/ 4 1/8" NOTES: TOOL JOINT FOR WALKS ADDITION TO EXISTING SIDEWALK (min.) NOTES: 1. New walk additions shall be placed to the same line and grade as the existing walk. 2. Match transverse tooled joints to existing tooled joints. T= 4 " o r 6 " 4'-0" (Min. Width) THICKENED CONCRETE EDGE THICKENED CONCRETE EDGE WITH CURB MAX 30° PROPOSED GRADE CONCRETE WALK 14" MAX 8" MIN 6" MIN 6" VERTICAL CURB (TYP.) MAX 30° PROPOSED GRADE CONCRETE WALK 18" MAX 12" MIN 12" (Water & Sewer) If this section is less than 4' of existing asphalt/concrete, it must be removed and replaced. Edge of Pavement or Lip of Existing Gutter Compacted Lifts of Suitable Materials Pa v e m e n t Th i c k n e s s Va r i e s Va r i e s 1" ( m i n . ) (See Note 9 below for Storm.) 4" (min.) 6" (max.) Trench Width Varies 2' (min.) Bedding Material Undisturbed Soil Utility Conduit New Asphalt/Concrete Clean Road Base Existing Road Base 6" Full Depth Asphalt or X/Y Composite Section NOTES: 1. All trenches shall be backfilled in accordance with the above detail unless otherwise specified by the Local Entity Engineer. 2. Prior to placement of asphalt/concrete, pavement edge shall be saw cut to a clean, vertical, and straight edge. 3. Where the surrounding soils are non-expansive, a sand/cement slurry (1 sack mix) may be substituted for backfill material. 4. Trench width shall not be more than 16" nor less than 12" wider than the outside diameter of the pipe. 5. Use a #4 rebar at centers along the perimeter of concrete replacement sections. 6. Refer to Chapter 22, Materials & Construction Specifications for compaction and testing requirements. 7. In unimproved areas, all disturbed areas shall be regraded, seeded & mulched. 8. In concrete roadways, a minimum of one entire concrete panel must be replaced. 9. Bedding material depth when installing storm sewer shall be up to spring line, except in areas of unsuitable backfill; then, bedding material shall be placed to a level 12" above pipe. 2' 2' STORM SEWER MANHOLE (TYP.) FLOWLINE 4952.76 49 5 2 . 7 6 4952.76 49 5 2 . 8 0 RIM ELEV. 4952.90 GRADEBREAK G R A D E T O D A Y L I G H T 4 : 1 4 : 1 4 : 1 4 : 1 4 : 1 4 : 1 DETAILED GRADING AT STMH A1 NOTES: 1.ALL SITE GRADING, SUBGRADE PREPARATION AND PAVING SHALL FOLLOW THE GEOTECHNICAL RECOMMENDATIONS CONTAINED IN THE REPORT BY EARTH ENGINEERING CONSULTANTS, TITLED "GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED APARTMENT COMPLEX DEVELOPMENT -GRAHAM PROPERTY NORTHEAST CORNER OF 9TH STREET AND SUNIGA ROAD FORT COLLINS, COLORADO, DATED JUNE 9, 2022. 2.NOTE THAT THESE PAVING SECTIONS ARE TO BE USED ONLY FOR AREAS OUTSIDE OF PUBLIC RIGHT-OF-WAY. PAVING SECTIONS WITHIN PUBLIC RIGHT-OF-WAY WILL BE REQUIRED BY THE CITY OF FORT COLLINS TO BE PER AN APPROVED PAVEMENT DESIGN REPORT. 3.SEE CDOT STANDARD M-412-1 FOR TYPICAL CONCRETE PAVING JOINT LAYOUT. 4.CONCRETE PARKING LOT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 330R-08. 5.ALL PAVEMENT SECTIONS SHALL INCLUDE 24" OF MOISTURE TREATED SUBGRADE (MTS). 6.PCC REFERS TO PORTLAND CEMENT CONCRETE. 7.ABC REFERS TO AGGREGATE BASED CONCRETE. 8.HMA REFERS TO HOT MIX ASPHALT. PAVEMENT SECTION 6" PCC 7" ABC 5" HMA HEAVY DUTY 5.5" PCC 7" ABC 4" HMA PAVEMENT SECTION LIGHT DUTY PAVING SECTIONS (PRIVATE DRIVES ONLY) CONCRETE PAVEMENT - EXPANSION JOINT CONCRETE PAVEMENT - SAW CUT JOINT STEP DETAIL W/ RAILING T 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X D D D D D D D D D D DFC NORTH FIELD LLC 981 LINDENMEIER ROAD SUNIGA ROAD L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE EXISTING NECCO STORM LINE A4 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING MANHOLE RISER A3 EXISTING STORM INLET EXISTING STORM INLET EXISTING STORM INLET EXISTING NECCO BACKBONE STORM LINE A1 500-YEAR FLOODPLAIN SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF S F S F S F S F SF SF EXISTING STORM MANHOLE EXISTING STORM CULVERT EXISTING STORM INLET EXISTING STORM MANHOLE 125' ROW ±2854 LF SILT FENCE LI N D E N M E I E R R O A D Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 EC1 ER O S I O N C O N T R O L P L A N IN I T I A L 51 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 ) 0 1 INCH = 50 FEET 50 50 100 150 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE SAVOY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap 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 CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.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.) 7.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. 8.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 9.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, GRAVEL SOCKS FOR PAVEMENT, ETC.) 10.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. 11.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. 12.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. 13.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. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 16.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 17.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE RAIN GARDEN SYSTEM OR THE SUBSURFACE TREATMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE RAIN GARDEN AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE RAIN GARDEN AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE RAIN GARDEN SYSTEM. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT CROWNE AT SUNIGA, DATED NOVEMBER 17, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D11 FOR CLARIFICATION FOR INLET AND BASIN TYPES. SOME BASINS HAVE SOLID COVERS THEREFORE THEY DON'T NEED INLET PROTECTION. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD PROPOSED STORM INLETS EXISTING STORM SEWER TSALPOLYN D D D ONO TPOLLTE UCTILEIRON RAINS TOWA TERWA YS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER EROSION CONTROL NOTES: T 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W D D D D D D D D D E E E E E E G G G G XXXX XXXXX FD C DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS METERS GAS MET E R S FDC DS DS DS DS DS DSDS DS DSDSDSDS DS DS DSDSDS DSDS DSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS ME T E R S GA S M E T E R S FDC DS DS DS DS DSDS DS DS DSDS DS DS FD C DSDS DS DS DS DS DSDS DS DS DS DS GAS METER GAS METER DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G DFC NORTH FIELD LLC 981 LINDENMEIER ROAD GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE E E E E E E G G G G XXXX XXXXX FD C DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS METERS GAS MET E R S FDC DS DS DS DS DS DSDS DS DSDSDSDS DS DS DSDSDS DSDS DSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS ME T E R S GA S M E T E R S FDC DS DS DS DS DSDS DS DS DSDS DS DS FD C DSDS DS DS DS DS DSDS DS DS DS DS GAS METER GAS METER DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G SUNIGA ROAD L E M A Y A V E N U E LI N D E N M E I E R R O A D EXISTING NECCO STORM LINE A4 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING STORM INLET 125' ROW EXISTING NECCO BACKBONE STORM LINE A1 EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING STORM MANHOLE UD UD UD UD UD UD UD UD UD UD UD UDMONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF TF TSALPOLYN D D D ONOT POLL TE UCTILEIRON RAINSTOWATE RWAYS U TSALPOLYND D D ON OTPOLLTE UCTILE IRONR AINSTO WAT ERWAYS U TSALPOLYN D D D ONOTPOLLTEU CTILE IRO NRAINSTO WATERWAYS U TSALPOLYN D D D ONOTPO LLTEUCTILEIRO NRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRON RAIN STOWATERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTI LEIRONRA IN STOWATERW AYS U TSALPOLYND D D ONOT POLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYN D D D ONOTPOLLTEU CTILEIRO NRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPO LLTE UCTILEIRONRAINST OWATERWAYS U TSALPOLY ND D D ONOTPOLLTE UCTIL EIRO NRAI NSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINS T OWATERWA YS U IR TSALPOLYN D D D ONOTPOLLTEUCTILEIR ONRAI NS TOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCT ILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TE UCTILE IRONRAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRON RAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D ONOTP OLLTEUCT ILEI RON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI N STOWATERW AYS U TSALPOLYND D D O NOTPOLL TEUCTILEIRONRA INSTO WATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILE IRO NRA INS TOWATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRO N RAINS TOWATE RWAYS U T SALPOL YND D D ON OTPOLL TEUCTILEIRONRAIN S TOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOLY ND D D ON OTPOLL TE UCTILEIRON RAIN STOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCT ILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILE IRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTIL EIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOTPOLLT E UCTILEIRON RAIN STOWA TERWAYS U TSALPOLYN D D D ONO TPOLLT E UCT ILEIRONRAIN STOWA TERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRO N RAINST OWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOL YND D D ONOTPOLL TE UCTILEIRON RAINS TOW ATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D O NOTPOL L TE UCTILEIR O NRAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTEUCT ILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTI LEIRON RAI NSTOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F S F SF SF S F S F S F S F SF SF 4' CONCRETE CULVERT RUNDOWN STORMTECH MC-7200 SYSTEM BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 WATER QUALITY BASIN w/ WEIR WATER QUALITY BASIN w/ WEIR WATER QUALITY BASIN w/ WEIR TRACT A D, U, EA INLET TYPE R (TYP.) LANDSCAPE DRAIN (TYP.) AREA INLET (TYP.) AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) STORM DRAIN LINE A SEE SHEET ST1 STORM DRAIN LINE C SEE SHEET ST12 STORM MANHOLE (TYP.) NYOPLAST SOLID GRATE COVER (TYP.) ±2854 LF SILT FENCE Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 EC2 ER O S I O N C O N T R O L P L A N IN T E R M E D I A T E 52 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 ) 0 1 INCH = 50 FEET 50 50 100 150 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE SAVOY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap 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 CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.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.) 7.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. 8.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 9.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, GRAVEL SOCKS FOR PAVEMENT, ETC.) 10.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. 11.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. 12.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. 13.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. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 16.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 17.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE RAIN GARDEN SYSTEM OR THE SUBSURFACE TREATMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE RAIN GARDEN AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE RAIN GARDEN AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE RAIN GARDEN SYSTEM. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT CROWNE AT SUNIGA, DATED NOVEMBER 17, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D11 FOR CLARIFICATION FOR INLET AND BASIN TYPES. SOME BASINS HAVE SOLID COVERS THEREFORE THEY DON'T NEED INLET PROTECTION. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD PROPOSED STORM INLETS EXISTING STORM SEWER TSALPOLYN D D D ONO TPOLLTE UCTILEIRON RAINS TOWA TERWA YS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER EROSION CONTROL NOTES: T 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W D D D D D D D D D DFC NORTH FIELD LLC 981 LINDENMEIER ROAD GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE E E E E E E G G G G XXXX XXXXX FD C DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS METERS GAS MET E R S FDC DS DS DS DS DS DSDS DS DSDSDSDS DS DS DSDSDS DSDS DSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS ME T E R S GA S M E T E R S FDC DS DS DS DS DSDS DS DS DSDS DS DS FD C DSDS DS DS DS DS DSDS DS DS DS DS GAS METER GAS METER DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G SUNIGA ROAD L E M A Y A V E N U E EXISTING NECCO STORM LINE A4 EXISTING STORM INLET EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING STORM INLET 125' ROW EXISTING NECCO BACKBONE STORM LINE A1 EXISTING STORM MANHOLE EXISTING STORM INLET EXISTING STORM MANHOLE UD UD UD UD UD UD UD UD UD UD UD UDMONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF TF TSALPOLYN D D D ONOT POLL TE UCTILEIRON RAINSTOWATE RWAYS U TSALPOLYND D D ON OTPOLLTE UCTILE IRONR AINSTO WAT ERWAYS U TSALPOLYN D D D ONOTPOLLTEU CTILE IRO NRAINSTO WATERWAYS U TSALPOLYN D D D ONOTPO LLTEUCTILEIRO NRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRON RAIN STOWATERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTI LEIRONRA IN STOWATERW AYS U TSALPOLYND D D ONOT POLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYN D D D ONOTPOLLTEU CTILEIRO NRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPO LLTE UCTILEIRONRAINST OWATERWAYS U TSALPOLY ND D D ONOTPOLLTE UCTIL EIRO NRAI NSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINS T OWATERWA YS U IR TSALPOLYN D D D ONOTPOLLTEUCTILEIR ONRAI NS TOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCT ILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TE UCTILE IRONRAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRON RAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D ONOTP OLLTEUCT ILEI RON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI N STOWATERW AYS U TSALPOLYND D D O NOTPOLL TEUCTILEIRONRA INSTO WATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILE IRO NRA INS TOWATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRO N RAINS TOWATE RWAYS U T SALPOL YND D D ON OTPOLL TEUCTILEIRONRAIN S TOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOLY ND D D ON OTPOLL TE UCTILEIRON RAIN STOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCT ILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILE IRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTIL EIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOTPOLLT E UCTILEIRON RAIN STOWA TERWAYS U TSALPOLYN D D D ONO TPOLLT E UCT ILEIRONRAIN STOWA TERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRO N RAINST OWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOL YND D D ONOTPOLL TE UCTILEIRON RAINS TOW ATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D O NOTPOL L TE UCTILEIR O NRAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTEUCT ILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTI LEIRON RAI NSTOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U 4' CONCRETE CULVERT RUNDOWN STORMTECH MC-7200 SYSTEM BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 WATER QUALITY BASIN w/ WEIR WATER QUALITY BASIN w/ WEIR WATER QUALITY BASIN w/ WEIR TRACT A D, U, EA INLET TYPE R (TYP.) LANDSCAPE DRAIN (TYP.) AREA INLET (TYP.) AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) STORM DRAIN LINE A SEE SHEET ST1 STORM DRAIN LINE C SEE SHEET ST12 STORM MANHOLE (TYP.) NYOPLAST SOLID GRATE COVER (TYP.) LI N D E N M E I E R R O A D Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 EC3 ER O S I O N C O N T R O L P L A N FI N A L 53 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 ) 0 1 INCH = 50 FEET 50 50 100 150 TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: THE SAVOY CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap 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 CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, UNTIL SITE IS FULLY STABILIZED. 6.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.) 7.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. 8.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT FROM UNSTABILIZED LANDSCAPE AREAS FROM MIGRATING ONTO AND ENTERING THE PERMEABLE PAVER SYSTEMS UNTIL UPGRADIENT TRIBUTARY AREAS ARE FULLY STABILIZED. 9.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, GRAVEL SOCKS FOR PAVEMENT, ETC.) 10.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. 11.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. 12.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. 13.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. 14.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 15.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED IMMEDIATELY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 16.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 17.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS, AND DIRT FROM ANY SOURCE FROM ENTERING THE RAIN GARDEN SYSTEM OR THE SUBSURFACE TREATMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE RAIN GARDEN AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE RAIN GARDEN AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE RAIN GARDEN SYSTEM. PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. 2.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 3.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 4.REFER TO THE FINAL DRAINAGE REPORT CROWNE AT SUNIGA, DATED NOVEMBER 17, 2023 BY NORTHERN ENGINEERING FOR ADDITIONAL INFORMATION. 5.REFER TO INLET SCHEDULE ON SHEET D11 FOR CLARIFICATION FOR INLET AND BASIN TYPES. SOME BASINS HAVE SOLID COVERS THEREFORE THEY DON'T NEED INLET PROTECTION. GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA BALE INLET PROTECTION SLOPE DRAIN EROSION CONTROL FABRIC LEGEND: BALE OUTLET PROTECTION INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF LIMIT OF DISTURBANCE LOD PROPOSED STORM INLETS EXISTING STORM SEWER TSALPOLYN D D D ONO TPOLLTE UCTILEIRON RAINS TOWA TERWA YS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER EROSION CONTROL NOTES: EC4 ER O S I O N C O N T R O L D E T A I L S 54 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 001 CONCRETE WASHOUT AREA 002 ROCK SOCK 003 VEHICLE TRACKING PAD 004 SILT FENCE SF CWA 005 CURB INLET PROTECTION IP POSTS PREASSEMBLED SILT FENCE POSTS SHALL OVERLAP AT JOINTS SO THAT NO GAPS EXIST IN SILT FENCE. NOTE: THICKNESS OF GEOTEXTILE HAS BEEN EXAGGERATED.POST SHALL BE JOINED AS SHOWN, THEN ROTATED 180° IN DIRECTION SHOWN AND DRIVEN INTO THE GROUND. SILT FENCE JOINTS DRIVE POSTS VERTICALLY INTO THE GROUND TO A MINIMUM DEPTH OF 18". EXCAVATE A TRENCH APPROXIMATELY 4" WIDE AND 4" DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. ANCHOR TRENCH SHALL BE EXCAVATED BY HAND, WITH TRENCHER, OR WITH SILT FENCE INSTALLATION MACHINE. NO ROAD GRADERS, BACKHOES, ETC. SHALL BE USED. NOT LESS THAN THE BOTTOM 1' OF THE SILT FENCE FABRIC SHALL BE BURIED IN THE TRENCH. THE TRENCH SHALL BE COMPACTED BY HAND, WITH "JUMPING JACK" OR BY WHEEL ROLLING. COMPACTION SHALL BE SUCH THAT THE SILT FENCE RESISTS BEING PULLED OUT OF ANCHOR TRENCH BY HAND. SILT FENCE INDICATED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. USE WOOD POSTS OR OTHER MATERIAL AS ACCEPTED BY THE CITY. INSTALLATION NOTES: 1. 2. 3. 4. 5. 6. 7. THE CONTRACTOR SHALL INSPECT SILT FENCE EVERY TWO WEEKS AND AFTER SIGNIFICANT STORM EVENTS AND MAKE REPAIRS OR CLEAN OUT UPSTREAM SEDIMENT AS NECESSARY. SEDIMENT ACCUMULATED UPSTREAM OF SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM SEDIMENT REACHES A DEPTH OF 6". SILT FENCE SHALL BE REMOVED WHEN THE UPSTREAM DISTURBED AREA IS STABILIZED AND GRASS COVER IS ACCEPTED BY THE CITY. IF ANY DISTURBED AREA EXISTS AFTER REMOVAL, IT SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER ACCEPTED BY THE CITY. MAINTENANCE NOTES: 1. 2. 3. 4" MIN. 4" MIN. 1 12" x 1 12" WOODEN FENCE POSTS SF 006 SWALE WATTLE DIKE 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 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 T UGE UGE UGE UGE 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W 12 ' ' W D D D D D D D D D E E E E E E G G G G XXXX XXXXX DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G UD UD UD UD UD UD UD UD UD UD UD UDMONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF TF TSALPOLYN D D D ONOT POLL TE UCTILEIRON RAINSTOWATE RWAYS U TSALPOLYND D D ON OTPOLLTE UCTILE IRONR AINSTO WAT ERWAYS U TSALPOLYN D D D ONOTPOLLTEU CTILE IRO NRAINSTO WATERWAYS U TSALPOLYN D D D ONOTPO LLTEUCTILEIRO NRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTILEIRON RAIN STOWATERWA YS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYND D D ONOTPOLL TEUCTI LEIRONRA IN STOWATERW AYS U TSALPOLYND D D ONOT POLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAY S U TSALPOLYN D D D ONOTPOLLTEU CTILEIRO NRAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOW ATERWAYS U TSALPOLYN D D D ONOTPO LLTE UCTILEIRONRAINST OWATERWAYS U TSALPOLY ND D D ONOTPOLLTE UCTIL EIRO NRAI NSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINS T OWATERWA YS U IR TSALPOLYN D D D ONOTPOLLTEUCTILEIR ONRAI NS TOWA TERWAYS U TSALPOLYN D D D ONOTPOLLTE UCT ILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLL TE UCTILE IRONRAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLT EUCTILEIRON RAIN STOWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWA TERWAYS U TSALPOLYND D D ONOTP OLLTEUCT ILEI RON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI N STOWATERW AYS U TSALPOLYND D D O NOTPOLL TEUCTILEIRONRA INSTO WATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILE IRO NRA INS TOWATE RWAYS U TSALPOLYND D D O NOTPOLLTE UCTILEIRO N RAINS TOWATE RWAYS U T SALPOL YND D D ON OTPOLL TEUCTILEIRONRAIN S TOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOLY ND D D ON OTPOLL TE UCTILEIRON RAIN STOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTE UCT ILEIRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTILE IRON RAINST OWATERW AYS U TSALPOLYND D D ONOTPOLLTE UCTIL EIRON RAINST OWATERW AYS U TSALPOLYN D D D ONOTPOLLT E UCTILEIRON RAIN STOWA TERWAYS U TSALPOLYN D D D ONO TPOLLT E UCT ILEIRONRAIN STOWA TERWAYS U TSALPOLYND D D ONOTPO LLTE UCTILEIRO N RAINST OWATER WAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U T SALPOL YND D D ONOTPOLL TE UCTILEIRON RAINS TOW ATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILEIRONRAINS TOWATERWAYS U TSALPOLYND D D O NOTPOL L TE UCTILEIR O NRAINS TOWATE RWAYS U TSALPOLYN D D D ONOTPOLLTEUCT ILEIRONRAINST OWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTI LEIRON RAI NSTOWAT ERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAI NSTOWATERW AYS U TSALPOLYN D D D ONOTPOLL TEUCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTEUCTILEIRONRAINS TOWATERWAYS U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE EAST SUNIGA ROAD N O R T H L E M A Y A V E N U E LI N D E N M E I E R R O A D BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 DOG PARK 125' ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) 30' UTILITY EASEMENT AREA INLET (TYP.) STORM DRAIN (TYP.) STORM DRAIN (TYP.) EXISTING NECCO STORM DRAIN A3 EX-INLET RIM = 4951.07 BOTTOM OF BOX = 4937.43 EX-STRM MH RIM = 4952.17 INV IN = 4942.96 (S) INV OUT = 4942.91 (N) EX-STRM MH RIM = 4953.11 BOTTOM OF BOX = 4942.18 EX-INLET GRATE = 4947.87 INV IN = 4942.06 (N) INV OUT = 4941.86 (S) STRM MH CONNECT TO EXISTING 18" RCP INV IN = 4941.48 (W) INV OUT = 4941.28 (S) EX-INLET RIM = 4946.67 INV IN = 4941.87 (S) INV OUT = 4941.24 (N) EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) EX-INLET EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% WATER QUALITY BASIN w/ WEIR 500-YEAR FLOOPLAIN BOTTOM OF BOX = 4941.04 (S) EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) EXISTING 24" RCP STORM DRAIN AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) D, U, EA EASEMENT (WIDTH VARIES) STORMTECH MC-7200 SYSTEM ISOLATOR ROW CHAMBERS = 86 ISOLATOR ROW END CAPS = 4 NON-ISOLATOR ROW CHAMBERS = 444 NON-ISOLATOR ROW END CAPS = 60 TOTAL NUMBER OF CHAMBERS = 530 TOTAL NUMBER OF END CAPS = 64 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA A E F G R1 R3 R4 R6 R7 R8 R10 R9 R11 H R12 R13 R14 OS1 OS2 OS3 R2 R5 R15 OS4 a b e fh os1 os2 os3 os4 B g A1 a1 C c C1 c1 D d C2 c2 E2 e2 E1 e1 L l K k H1 h1 H2 h2 I i I1 i1 I2 i2 I3 i3 I4 i4 I5 i5 J j J1 j1 b2 M m D1 d1 C3 c3 OUTFALL BASIN w/ WEIR I6 i6 b1 B1 UNABLE TO CAPTURE THIS SECTION OF THE BUILDING BECAUSE OF EXISTING INLET RIM ELEVATION. WE CANNOT INSTALL A WALL ON THE WEST SIDE OF BUILDING 1000 TO GIVE US ADEQUATE COVER FOR A PROPOSED STORM LINE TO CONNECT TO DOWN SPOUTS. OVERTOPPING LOCATION FOR DESIGN POINTS a AND b OVERTOPPING LOCATION FOR DESIGN POINTS e, h, g, k, OVERTOPPING LOCATION FOR DESIGN POINT i OVERTOPPING LOCATION FOR DESIGN POINT j OVERTOPPING LOCATION NEAR DESIGN POINT k OVERTOPPING LOCATION NEAR DESIGN POINT k DR1 DR A I N A G E E X H I B I T 55 NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) 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 FINAL DRAINAGE REPORT CROWNE AT SUNIGA, DATED NOVEMBER 17, 2023 FOR ADDITIONAL INFORMATION. 2.FOR VERIFICATION OF OVERTOPPING ELEVATIONS AND ROUTE REFER TO SHEETS G1 & G2. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION RUNOFF SUMMARY: LID SUMMARY: Rational Flow Summary | Developed Basin Flow Rates BASIN TOTAL AREA (acres) Tc2 (min) Tc100 (min) C2 C100 Q2 (cfs) Q100 (cfs) A 0.52 5.0 5.0 0.87 1.00 1.29 5.20 A1 0.01 5.0 5.0 0.45 0.56 0.01 0.04 B 0.49 5.0 5.0 0.87 1.00 1.22 4.91 C 0.48 5.0 5.0 0.91 1.00 1.25 4.79 C1 0.15 8.1 7.5 0.25 0.31 0.09 0.39 C2 0.01 5.0 5.0 0.25 0.31 0.01 0.04 C3 0.00 5.0 5.0 0.25 0.31 0.00 0.01 D 0.37 5.0 5.0 0.86 1.00 0.92 3.72 D1 0.01 5.4 5.0 0.25 0.31 0.01 0.04 E 0.78 5.1 5.0 0.88 1.00 1.96 7.79 E1 0.06 7.9 7.0 0.33 0.41 0.04 0.20 E2 0.01 5.0 5.0 0.25 0.31 0.01 0.04 F 0.34 8.4 5.6 0.95 1.00 0.78 3.28 G 0.45 5.2 5.0 0.74 0.93 0.96 4.18 H 0.63 5.0 5.0 0.83 1.00 1.49 6.26 H1 0.01 6.6 6.1 0.25 0.31 0.00 0.02 H2 0.00 5.0 5.0 0.25 0.31 0.00 0.01 I 1.39 5.5 5.0 0.86 1.00 3.40 13.78 I1 0.02 6.6 6.1 0.25 0.31 0.01 0.06 I2 0.01 6.6 6.1 0.25 0.31 0.01 0.03 I3 0.00 5.0 5.0 0.25 0.31 0.00 0.01 I4 0.02 5.0 5.0 0.25 0.31 0.01 0.05 I5 0.02 7.1 6.5 0.30 0.38 0.02 0.09 J 0.24 5.0 5.0 0.88 1.00 0.60 2.36 J1 0.01 5.0 5.0 0.25 0.31 0.00 0.02 K 0.22 5.0 5.0 0.64 0.80 0.41 1.78 L 0.14 5.9 5.3 0.32 0.40 0.12 0.55 R1 0.16 5.0 5.0 0.95 1.00 0.45 1.64 R2 0.06 5.0 5.0 0.95 1.00 0.18 0.65 R3 0.24 5.0 5.0 0.95 1.00 0.64 2.35 R4 0.17 5.0 5.0 0.95 1.00 0.45 1.67 R5 0.14 5.0 5.0 0.95 1.00 0.37 1.37 R6 0.23 5.0 5.0 0.95 1.00 0.61 2.26 R7 0.15 5.0 5.0 0.95 1.00 0.41 1.51 R8 0.15 5.0 5.0 0.95 1.00 0.41 1.50 R9 0.20 5.0 5.0 0.95 1.00 0.53 1.95 R10 0.26 5.0 5.0 0.95 1.00 0.70 2.56 R11 0.14 5.0 5.0 0.95 1.00 0.38 1.40 R12 0.34 5.0 5.0 0.95 1.00 0.92 3.36 R13 0.24 5.0 5.0 0.95 1.00 0.64 2.36 R14 0.17 5.0 5.0 0.95 1.00 0.46 1.69 R15 0.18 5.0 5.0 0.95 1.00 0.49 1.79 OS1 0.48 8.8 8.3 0.28 0.35 0.32 1.42 OS2 0.62 12.1 11.1 0.37 0.46 0.47 2.12 OS3 0.34 8.4 8.0 0.25 0.31 0.21 0.93 OS4 0.32 9.2 8.7 0.27 0.34 0.20 0.87 Combined Basins MAJOR BASIN SC (STORMTECH, COMBINED) 9.32 5.0 5.0 0.86 1.00 22.85 92.78 MAJOR BASIN OSC (OFF-SITE, COMBINED) 1.76 8.0 8.0 0.30 0.38 1.27 5.68 LID Summary Table Design Point (Basin ID) Total Area (ac) Area Treated (ac) Percent Impervious (%) Area of Impervious (ac)2 Required LID (cu. ft.) Percent of Impervious Area Major Basin SC 9.32 9.32 84%7.83 14,434 98% Major Basin OSC 1.76 N/A 9%0.16 N/A 2% MC-7200 STORMTECH VOLUME CALC. PROPOSED SPOT ELEVATION (47.45 ) EXISTING SPOT ELEVATION 33.43 SB-X Total (CF) LID Requied/Provided LID 14,434.20 Detention Required Detention 133,252.00 Installed Detention Storage 134,152.80 Summary Required combined LID and Detention Volumes 147,686.20 Installed combined LID and Detention Volumes 148,513.60 E E E E E E G G G G XXXX XXXXX FD C DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS METERS GAS M E T E R S FDC DS DS DS DS DS DSDS DS DSDSDSDS DS DS DSDSDS DSDS DSDS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS GA S M E T E R S GAS METERS FDC DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS GAS ME T E R S G A S M E T E R S FDC DS DS DS DS DSDS DS DS DSDS DS DS FD C DSDS DS DS DS DS DSDS DS DS DS DS GAS METER GAS METER DS DS DS DS DS DS DS DS DS DS DS DS DSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DSDS DSDS DS DS DS DS DSDS DS DSDSDSDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS G G 59.58 PG 59.12 PG 58. 0 5 PG 54.93 PG 57. 8 8 PG 55.91 PG 58 . 4 7 PG 5 6 . 1 2 PG 43 . 0 7 GW S 41. 4 1 G W S 41.8 8 GW S 43 . 0 3 GW S 42 . 3 6 GW S 43 . 7 2 GW S 43. 7 5 G W S 44.7 7 GW S DFC NORTH FIELD LLC 981 LINDENMEIER ROAD EAST SUNIGA ROAD N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE LI N D E N M E I E R R O A D LI N D E N M E I E R R O A D N O R T H L E M A Y A V E N U E GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE DFC NORTH FIELD LLC 981 LINDENMEIER ROAD 500-YR FLOODPLAIN 500-YR FLOODPLAIN SB-1 SB-2 SB-3 SB-4 SB-5 SB-6 SB-7 SB-8 (50.13) ( 5 1 . 0 3 ) ( 5 0 . 0 7 ) (4 8 . 1 6 ) (51 . 7 5 ) (50 . 8 9 ) (52.44) (49.53) BE1 EX H I B I T BO R I N G 56 NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 Sheet CR O W N E A T S U N I G A Th e s e d r a w i n g s a r e in s t r u m e n t s o f s e r v i c e pr o v i d e d b y N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . an d a r e n o t t o b e u s e d f o r an y t y p e o f c o n s t r u c t i o n un l e s s s i g n e d a n d s e a l e d b y a P r o f e s s i o n a l E n g i n e e r i n th e e m p l o y o f N o r t h e r n En g i n e e r i n g S e r v i c e s , I n c . N O T F O R C O N S T R U C T I O N R E V I E W S E T of 56 PROPOSED CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED GROUND ELEVATION 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; NAVD88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.GROUNDWATER ELEVATIONS COME FROM "SUPPLEMENTAL GEOTECHNICAL SUBSURFACE EXPLORATION REPORT PROPOSED APARTMENT COMPLEX DEVELOPMENT - CROWNE AT SUNIGA APPROXIMATE 11-ACRE PARCEL - NORTHEAST CORNER OF 9TH STREET AND SUNIGA ROAD" BY EARTH ENGINEERING CONSULTANTS, LLC DATED JUNE 7, 2023. NOTES: 47.45 GROUND WATER SURFACE ELEVATION EXISTING LOT LINE BORING LOCATION 33.43 EXISTING RIGHT OF WAY PROPOSED LOT LINE PROPOSED RIGHT OF WAY LEGEND: GWS PG CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R KEYMAP EXISTING CONTOUR