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Home My WebLink AboutCROWNE AT SUNIGA - FDP230023 - SUBMITTAL DOCUMENTS - ROUND 4 - 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 CS1 CO V E R S H E E T 1 Original Field Survery: Majestic Surveying, LLC Project No. 2021454-B Date: October 2022 SEPTEMBER 2024 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH 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.=4947.86 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 - 3.17' 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, PE 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 - 7 OU1 - OU2 OVERALL UTILITY PLAN 8 SS1 SANITARY LINE A PLAN & PROFILE 9 SS2 SANITARY LINE B PLAN & PROFILE 10 SS3 SANITARY SERVICE (BUILDING 6000) PLAN & PROFILE 11 WT1 WATER LINE A PLAN & PROFILE 12 - 13 WT2 - WT3 WATER LINE B PLAN & PROFILE STORM DRAIN SHEETS 14 ST1 STORMTECH OUTFALL A PLAN & PROFILE 15 - 16 ST2 - ST3 STORM DRAIN B PLAN & PROFILE 17 ST4 STORM DRAIN Q PLAN & PROFILE 18 - 19 ST5 - ST6 STORM DRAIN C PLAN & PROFILE 20 ST7 STORM DRAIN C1 PLAN & PROFILE 21 ST8 STORM DRAIN P PLAN & PROFILE 22 ST9 STORM DRAIN E PLAN & PROFILE 23 ST10 STORM DRAIN F PLAN & PROFILE 24 ST11 STORM DRAIN N&G PLAN & PROFILE 25 ST12 STORM DRAIN H&I PLAN & PROFILE 26 ST13 STORM DRAIN J PLAN & PROFILE 27 ST14 STORM DRAIN K PLAN & PROFILE 28 ST15 STORM DRAIN L PLAN & PROFILE 29 - 34 RD1 - RD6 ROOF DRAIN PLAN SHEETS GRADING SHEETS 35 - 36 G1 - G2 GRADING PLAN 37 SUB1 SUBGRADE PLAN 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 SIGNED/STAMPED: June 9, 2022 ADDED SUPPLEMENTAL INFO: JUNE 7, 2023 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: Dwell Design Studio, LLC Jason R. Shepard 1280 Hightower Trail Alanta, GA 30350 (770) 864-1035 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 DETAIL SHEETS 38 D1 SANITARY DETAILS 39 - 40 D2 - D3 WATER DETAILS 41 - 48 D4 - D11 STORM DETAILS 49 - 51 D12 - D14 SITE DETAILS EROSION SHEETS 52 EC1 INITIAL EROSION CONTROL PLAN 53 EC2 INTERMEDIATE EROSION CONTROL PLAN 54 EC3 FINAL EROSION CONTROL PLAN 55 EC4 EROSION CONTROL DETAILS DRAINAGE SHEETS 56 DR1 EXISTING DRAINAGE EXHIBIT 57 DR2 DEVELOPED DRAINAGE EXHIBIT 58 BE1 BORING EXHIBIT ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH-DENSITY POLYETHYLENE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 CS2 CO N S T R U C T I O N N O T E S GE N E R A L & 2CALL 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 September 11, 2024 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 City of Fort Collins 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.=4947.86 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 - 3.17' 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 September 11, 2024 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. 5.All storm sewer pipes 12" in diameter or greater shall be ADS HP Storm Dual Wall Pipe or approved equal. 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 8'' W F F F F F F 8' ' S S 8' ' S S 8' ' S S 8' ' S S 8'' SS 8'' SS UGE UGE UGE UGE UG E UG E UGE UGE UG E UG E UGE UG E UGE UGE UGE UGE UGE UGE UGE 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 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 8' ' U D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W DFC NORTH FIELD LLC 981 LINDENMEIER ROAD W IR R IR R IR R IRR IRR IRR IRR IRR 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 IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R EAST SUNIGA ROAD NO 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 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///////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////// //////// //////// //// //// ////////// /////////// /////////// ///// /////// // // / // /// /// / / / / / // / / / / // // / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////// 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 WIDTH VARIES (REC. #20080070035) 15' SLOPE & UTILITY 50' DRAINAGE & UTILITY EASEMENT(REC #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 MAINEXISTING 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 EXISTING 15" RCP STORM DRAIN @ 0.00% REMOVE APPROXIMATELY 65 SF OF EXISTING RIP RAP REMOVE APPROXIMATELY 30 LF OF EXISTING DRIVE ENTRANCE & REPLACE w/ 30" VERTICAL CURB & GUTTER 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 707 SF OF EXISTING ASPHALT REMOVE & REPLACE APPROXIMATELY 353 SF OF EXISTING ASPHALT SAWCUT SAWCUT SAWCUT 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 SAWCUT (MINIMUM 1' FROM EDGE OF CONCRETE GUTTER) REMOVE & REPLACE APPROXIMATELY 150 SF OF CONCRETE RUN DOWN REMOVE & REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT SAWCUT REMOVE & REPLACE APPROXIMATELY 730 SF OF EXISTING ASPHALT SAWCUT 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.) REMOVE EXISTING FENCE (APPROXIMATE TOTAL OF 2640 LF) REMOVE EXISTING FENCE (APPROXIMATE TOTAL OF 2640 LF) REMOVE EXISTING FENCE (APPROXIMATE TOTAL OF 2640 LF) PROPOSED CONNECTION FOR PROPOSED SEWER SERVICE TO BUILDING 6000 PROPOSED CONNECTION FOR PROPOSED 8" WATER LINE B (SEE NOTE 9) PROPOSED CONNECTION FOR PROPOSED 8" SEWER LINE A AT EX SSMH PROPOSED CONNECTION FOR PROPOSED MH & 8" SEWER LINE B PROPOSED CONNECTION FOR PROPOSED 8" WATER LINE B (SEE NOTE 9) EXISTING ELCO 10" AC WATER MAIN COORDINATE RELOCATION OF IRRIGATION LINE WITH CITY OF FORT COLLINS PARKS DEPARTMENT APPROXIMATE LOCATION OF CITY OF FORT COLLINS IRRIGATION LINES APPROXIMATE LOCATION OF CITY OF FORT COLLINS IRRIGATION LINES 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 ANY NECESSARY FIELD LOCATES AND POTHOLING OF SUBSURFACE UTILITIES. ENGINEER AND CITY SHALL BE NOTIFIED OF ANY POTENTIAL CONFLICTS. 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 4.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. THE CITY OF FORT COLLINS STREET DEPARTMENT OPERATES A CRUSHING OPERATION THAT WILL ACCEPT CONCRETE MATERIAL AT NO COST FOR CRUSHING AND RE-USE AS RECYCLED AGGREGATE. THIS OPERATION IS LOCATED AT 1380 HOFFMAN MILL ROAD AND CAN BE REACHED AT (970) 482-1249. 5.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 6.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 7.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. 8.CONTRACTOR IS RESPONSIBLE FOR CONTACTING XCEL ENERGY TO LOCATE THE GAS LINE IN THE FIELD. CONTRACTOR SHALL COORDINATE GAS SERVICE DESIGN AND LAYOUT TO INDIVIDUAL BUILDINGS WITH XCEL ENERGY. 9.CONTRACTOR TO POTHOLE AND VERIFY LOCATION AND DEPTH OF EXISTING EAST LARIMER COUNTY WATER DISTRICT WATERLINES AT CONNECTION POINTS PRIOR TO CONSTRUCTION. EXISTING OVERHEAD UTILITY OHE OHE EXISTING CONCRETE TO BE REMOVED EXISTING IRRIGATION IRR NORTH ( IN FEET ) 0 1 INCH = 50 FEET 50 50 100 150 KEYMAP BUILDING 1000 E E E E E E E E FD C FDC FDC FDC FDC FD C TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G T IR R IR R IR R IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R DFC NORTH FIELD LLC 981 LINDENMEIER ROAD SUNIGA ROAD LEM 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 (S E E N O T E 2 1 ) BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 5' SIDEWALK 5' SIDEWALK5' SIDEWALK 5' SIDEWALK 6' SIDEWALK 5' S I D E W A L K 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 EX I S T I N G 6 ' S I D E W A L K 17'8' 17' 9' 19' 9' 17' 9' 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 EX I S T I N G 6 ' S I D E W A L K 26' D, U, EA EASEMENT 23' 6' S I D E W A L K 5' S I D E W A L K 5' S I D E W A L K 26' D, U, EA EASEMENT 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 2 310 125' 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 #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 500-YR FLOODPLAIN DRAINAGE EASEMENT (WIDTH VARIES) D D D D D D D 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 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. 9 POOL AREA (RE: ARCHITECT) APPROXIMATELY 198' OF RAISED MEDIAN 4' CONCRETE CULVERT & CONCRETE RUNDOWN 15.19' 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 TRACT A D, U, EA TRACT A D, U, EA 10' UE 12' 12' 19' 24' 25' 26' COVERED PARKING STALLS 28' COVERED PARKING STALLS COVERED PARKING STALLS 15' 24' 24' 1 1 1 1 1 1* 1 1* 1 1 1* 1* 1* 1 1 1* 1* 1 1 1* 1 1* 1*1 1 1 7 8 12 3 6 2 10 11 SEE NOTE 19. SEE NOTE 18. SEE NOTE 20. 5 10' DRAINAGE EASEMENT 10' DRAINAGE EASEMENT R20' 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' R152' R178' R3' R25' R3' R3' R10' R10' R3' R10' R20' R3' R10' R20' R3' (TYP.) R10' (TYP.) R3' (TYP.) R3' R3' (TYP.) R10' (TYP.) R3' (TYP.) R5' R30' R15' R15' R10' R3' (TYP.) R10' R30' R50' R25' R3' (TYP.) R3' (TYP.) R3' (TYP.) R10' (TYP.)R3' (TYP.) R3' (TYP.) R3' (TYP.) R3' R20' R20'R20' R25' R6' R945.66' R1106.1' R2'R25' R25' R20' R2' R2' R3' SEE NOTE 21 REGARDING ACCESS POINT TO CROWNE AT SUNIGA 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 2' CONCRETE PAN 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 SIGN LEGEND 1 RESERVED PARKING 2 P0TS 3 EASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ALL DIMENSIONS AND LINE AND CURVE INFORMATION ARE MEASURED TO CURB FLOWLINE, CENTERLINE, OR EDGE OF WALK UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ALL LANDSCAPE AND SITE FEATURES INCLUDING DECORATIVE PAVING, HARDSCAPES, LANDSCAPE WALLS, LANDSCAPE ROCK, MULCH, DOG PARK, AND OTHER SITE AMENITIES FOR DETAILS AND SPECIFICATIONS. 4.CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE ARCHITECTURAL AND/OR LANDSCAPE PLANS (BY OTHERS) FOR ALL CONCRETE STEPS, HANDRAIL, FENCE, BIKE RACKS, COVERED PARKING AREAS, EV CHARGING LOCATIONS, AND POOL AMENITIES FOR DETAILS AND SPECIFICATIONS. 5.ALL HANDICAP RAMPS (PRIVATE AND PUBLIC) SHALL BE INSTALLED WITH TRUNCATED DOME WARNING DETECTION SYSTEM PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 6.ALL SIGNAGE SHALL BE PER CITY OF FORT COLLINS STANDARDS AND THESE PLANS OR AS OTHERWISE SPECIFIED IN MUTCD (REF. LCUASS SECTION 22.6.2). 7.SPECIAL CARE SHALL BE TAKEN IN SIGN LOCATION TO ENSURE AN UNOBSTRUCTED VIEW OF EACH SIGN. 8.ANY EXISTING SIGN IN THE CITY RIGHT-OF-WAY REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR PER THE CITY OF FORT COLLINS SIGNAGE STANDARDS REGARDLESS IF THE SIGN IS INCLUDED OR NOT INCLUDED WITHIN THIS PLAN SET. 9.CONTRACTOR INSTALLING SIGNS SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL UNDERGROUND UTILITIES. 10.PAVEMENT MARKINGS SHALL BE PER LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 11.ALL PARKING STRIPES SHALL BE 4" WHITE OR PER MUTCD. 12.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. CONCRETE TO BE REMOVED FROM JOINT TO JOINT PER CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 13.ANY DAMAGED OR HEAVED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, SIGNS IN THE CITY RIGHT-OF-WAYS, 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. 14.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 15.ATTACHED WALK WIDTHS ARE FROM FLOWLINE OF CURB & GUTTER. 16.FIRE LANES SHALL BE FLAT, HARD, ALL-WEATHER DRIVING SURFACE CAPABLE OF SUPPORTING 40 TONS. 17.INSTALL KEEP RIGHT SIGN (R4-7) AND OBJECT WARNING MARKER (OM1-2) TO FACE SOUTHBOUND LEMAY AVENUE TRAFFIC AND NO U-TURN SIGN (R3-4) TO FACE NORTHBOUND LEMAY AVENUE TRAFFIC ON THE SAME POLE PER NOTE 6 AND DETAILS. 18.INSTALL STOP SIGN (R1-1) AND RIGHT TURN ONLY SIGN (R3-5R) FACING EASTBOUND TRAFFIC FROM DEVELOPMENT. INSTALL STREET NAME SIGNS PER NOTE 6 AND DETAILS. CONTRACTOR TO COORDINATE WITH OWNER AND CITY OF FORT COLLINS REGARDING NAME OF "TRACT A". CONTRACTOR TO COORDINATE WITH CITY OF FORT COLLINS REGARDING ADDRESS NUMBERS ON STREET NAME SIGNS. 19.INSTALL STOP SIGN (R1-1) FACING WESTBOUND TRAFFIC FROM DEVELOPMENT. INSTALL STREET NAME SIGNS PER NOTE 6 AND DETAILS. CONTRACTOR TO COORDINATE WITH OWNER AND CITY OF FORT COLLINS REGARDING NAME OF "TRACT A". CONTRACTOR TO COORDINATE WITH CITY OF FORT COLLINS REGARDING ADDRESS NUMBERS ON STREET NAME SIGNS. 20.CONTRACTOR IS TO COORDINATE CONSTRUCTION ACTIVITIES WITH THE NORTHFIELD DEVELOPMENT REGARDING ACCESS TO LINDENMEIER ROAD. CONSTRUCTION AND EMERGENCY ACCESS TO THE SITE FROM LINDENMEIER IS REQUIRED PRIOR TO CONSTRUCTION. IMPROVEMENTS TO LINDENMEIER ROAD NEED TO COMPLETED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCIES BY THE CITY OF FORT COLLINS FOR CROWNE AT SUNIGA. 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 6 7 8 9 FIRE LANE NO PARKING STANDARD FIRE LANE SIGN DETAIL (FORT COLLINS ONLY) BY ORDER OF THE FIRE MARSHAL IF DESIGNATED BY AN *, THE SIGN SHALL BE MOUNTED ON THE NEAREST STREET LIGHT. CROWNE LN 1000 PRIVATELY MAINTAINED 10 LEMAY AV 1000 11 LINDENMEIER RD 1000 12 TFTRANSFORMER BOX CARPORT (RE: ARCHITECT) 8'' SS 8'' SS 8'' SS 8'' W 8'' W 8'' W F F F 8'' SS 8'' SS 8'' SS UGE 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 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 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR E E E E E E E E E E E E E E E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 24 " W 24 " W 12 " W FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO 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 15 " S S 15 " S S 15 " S S 15 " S S 15 " S S 18 " S S 18 " S S 18 " S S 18 " S S IR R IR R IR R IR R IR R IR R IR R E E E E E E FD C FDC FDC FD C TF TF TF TF TF G G G G G G G G G G GG G G 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 W W F F F 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 W E E E E E E E E E E E E 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 S S TF TF TF TF IR E E E TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINS TO WATERWAYS U S S E EEE E E E E EEEE E E E E E E E E E E E E E E E E E UG U UG U UG U UG U EE E E E E E E E E E DF C N O R T H F I E L D L L C 98 1 L I N D E N M E I E R R O A D GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) BUILDING 3000 BUILDING 4000 BUILDING 5000 BUILDING 6000 DOG PARK INSTALL NEW MANHOLE CONTRACTOR TO VERIFY INVERTS OF 18" MAIN PRIOR TO CONSTRUCTION RIM = 4953.71 INV IN = 4947.36 (N) INV OUT = 4947.27 (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) EXISTING 18" PVC SANITARY SEWER @ 0.11% INSTALLED PER ENCLAVE AT REDWOOD PROJECT. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF 18" SEWER PRIOR TO CONSTRUCTION. STORM DRAIN MANHOLE (TYP.) CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS SANITARY SEWER MANHOLE (TYP.) ELECTRICAL TRANSFORMER (TYP.) EXISTING FIRE HYDRANT 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 20 5 . 3 L F 1 8 " P V C @ 0 . 1 1 % 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) CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS STORM DRAIN FOR ROOF LEADER CONNECTIONS (TYP.) FIRE HYDRANT (TYP.) 2.5' ADDITIONAL ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) VERTICAL CURB & GUTTER ALONG 9TH STREET TO BE BUILT BY NORTHFIELD DEVLOPMENT. SEE NORTHFIELD PLANS FOR DETAILS. 10' UE UTILITY EASEMENT (WIDTH VARIES) 10' UE ELECTRICAL EASEMENT (TYPICAL ALL TRANSFORMERS) ELECTRIC LINE (TYP.) CONNECT TO EXISTING 10" ELCO WATER LINE (SEE DETAIL 302 ON SHEET D3). CONTRACTOR TO POTHOLE EXISTING 10" WATERLINE TO VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. STORM DRAIN FOR ROOF LEADER CONNECTIONS (TYP.) AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) 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 8" WATER MAIN STUB & CAP 10' UE 6.54' 6.14' SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 WATER LINE B SEE SHEET WT2 STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 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 SERVICE BUILDING (6000) SEE SHEET SS3 STORM LINE L SEE SHEET ST14 3" WATER METER SANITARY SERVICE CLEANOUT (TYP.) CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 4" WATER SERVICE TO BUILDING PER PLUMBING PLANS 4" WATER METER - SEE SHEET WT2 FOR ADDITIONAL NOTES CONNECT 8" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS 3" WATER METER 3" WATER METER CONTRACTOR TO ROTATE CONE & RIM OF EXISTING MANHOLE TO LOCATE RIM OUTSIDE OF THE PROPOSED CURB AND GUTTER. 18.9' 46.95' 36.6' PUBLIC PU B L I C PU B L I C PUBLIC PUBLIC EXISTING ELCO 10" AC WATER MAIN EX. CITY OF FORT COLLINS IRRIGATION LINE 1.5" IRRIGATION METER (RE: IRRIGATION PLANS) LEM A Y A V E N U E 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 = 30 FEET 30 30 60 90 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.UNLESS SPECIFIED OTHERWISE, ALL WATER AND SERVICES WILL BE PRIVATELY MAINTAINED. 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 THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.CONTRACTOR IS RESPONSIBLE FOR CONTACTING XCEL ENERGY TO LOCATE THE GAS LINE IN THE FIELD. CONTRACTOR SHALL COORDINATE GAS SERVICE DESIGN AND LAYOUT TO INDIVIDUAL BUILDINGS WITH XCEL ENERGY. 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 PROPOSED ELECTRIC E PROPOSED IRRIGATION CONDUIT UGU UGU KEYMAP OU1 OU2 ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH-DENSITY POLYETHYLENE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W W IR R 60" W E E E E E E E E E E E E E E EEEEEEEEE / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / E 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 60" 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 D D D D D D D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E E E E FDC FDC FDC FD C TF TF TF TF TF G G G G G G G G G G G G G G G G 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" 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 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W S S S F F EEEEE 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 F W FW E E E E E E E E E E E E E MONITORI N G W E L L TRAFFIC R A T E D 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 S S TF TF TF TF TF IR E E E E EE E E E TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U S E E E EEEE 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 E UG U UG U UG U UG U 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" W 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) 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 BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 BUILDING 5000 DOG PARK AREA INLET (TYP.) 30' UTILITY EASEMENT WATER QUALITY BASIN w/ WEIR SANITARY SEWER MANHOLE (TYP.) EXISTING CITY OF FORT COLLINS 24" PVC WATER MAIN EXISTING ELCO 12" PVC WATER MAIN EXISTING FIRE HYDRANT 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' FL-FL 26' FL-FL 26' D, U, EA EASEMENT D, U, EA EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) FIRE HYDRANT (TYP.) 2.5' ADDITIONAL ROW 10' MIN. SEPARATION ELECTRICAL TRANSFORMER (TYP.) STORM DRAIN FOR ROOF LEADER CONNECTIONS (TYP.) STORM DRAIN FOR ROOF LEADER CONNECTIONS 10' UTILITY EASEMENT (UE) 10' UE 10' UE 10' UE UTILITY EASEMENT (WIDTH VARIES) 10' UE 10' UE 4' CONCRETE CULVERT & RUNDOWN. WATER QUALITY BASIN w/ WEIR 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 STORM DRAIN FOR ROOF LEADER CONNECTIONS (TYP.) 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 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA TRACT A D, U, EA 8" WATER MAIN STUB & CAP 10' UE 33.77' 35.35' 6.14' 10.35' 20.69' 10.15' 12.78' SANITARY LINE A SEE SHEET SS1 WATER LINE A SEE SHEET WT1 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 N SEE SHEET ST10 SANITARY LINE B SEE SHEET SS2 STORM LINE L SEE SHEET ST14 10' CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS INSPECTION PORT (TYP.) CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 4" WATER SERVICE TO BUILDING PER PLUMBING PLANS 4" WATER METER - SEE SHEET WT2 FOR ADDITIONAL NOTES CONNECT 8" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" FIRE SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 3" WATER SERVICE TO BUILDING PER PLUMBING PLANS CONNECT 6" SANITARY SERVICE TO BUILDING PER PLUMBING PLANS 3" WATER METER 3" WATER METER 3" WATER METER 3" WATER METER ELECTRICAL EASEMENT (TYPICAL ALL TRANSFORMERS) STORMTECH EMERGENCY OVERFLOW STORMTECH EMERGENCY OVERFLOW CONTRACTOR TO ROTATE CONE & RIM OF EXISTING MANHOLE TO LOCATE RIM OUTSIDE OF THE PROPOSED CURB AND GUTTER. 10.42' 10.89' 36.75' 46.95' INSTALL TWO (2) IRRIGATION CONDUITS. CONTRACTOR TO VERIFY SIZES WITH CITY OF FORT COLLINS PARKS PRIOR TO INSTALLATION OF CONDUITS. ·ONE (1) CONDUIT TO BE MINIMUM 2.5" DIAMETER SCHEDULE 40 PVC. ·ONE (1) CONDUIT TO BE MINIMUM 1.5" DIAMETER SCHEDULE 40 PVC. PU B L I C PU B L I C PUBLIC PUBLIC PUBLIC PUBLICPUBLIC PU B L I C 5' MIN. CONNECT TO EX. 12" ELCO WATER LINE. CONTRACTOR TO POTHOLE EX. WATERLINE TO VERIFY ELEV. & LOCATION PRIOR TO CONSTRUCTION. EX. CITY OF FORT COLLINS IRRIGATION LINE 1.5" IRRIGATION METER (RE: IRRIGATION PLANS) SUNIGA ROAD 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 OU2 OV E R A L L U T I L I T Y P L A N 7 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 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.UNLESS SPECIFIED OTHERWISE, ALL WATER AND SERVICES WILL BE PRIVATELY MAINTAINED. 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 THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH LARIMER COUNTY URBAN AREA STREET STANDARDS (LCUASS). 10.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. 11.CONTRACTOR IS RESPONSIBLE FOR CONTACTING XCEL ENERGY TO LOCATE THE GAS LINE IN THE FIELD. CONTRACTOR SHALL COORDINATE GAS SERVICE DESIGN AND LAYOUT TO INDIVIDUAL BUILDINGS WITH XCEL ENERGY. 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 PROPOSED ELECTRIC E PROPOSED IRRIGATION CONDUIT UGU UGU KEYMAP OU1 OU2 EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH-DENSITY POLYETHYLENE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 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 UG E UG E 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 8' ' U D 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R 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 IR R IR R IR R IR R E E FDC FDC FD C TF TF G G G G G G GG G 8" W 8" W 8" W 8" W 8" W W W F F E E E E E E E E E E E E E E F E E E 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" W 8" W 8" W 8" W 8" W S S TF TF IR E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U S E E EE E E E E E E UG U UG U DFC NORTH FIELD LLC 981 LINDENMEIER ROAD 125' ROW 303.41 LF 8" PVC @ 0.45% LE 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 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 LF OF EXISTING 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.) SSMH A STA 10+00.00 N: 1462242.01 E: 3123614.53 SSMH A1 STA 13+82.88 N: 1462240.15 E: 3123997.41 3.96 LF 8" PVC @ 0.45% 75.50 LF 8" PVC @ 0.45% 8''X6'' SERVICE TEE (POOL) STA ??? N: 1462240.54 E: 3123917.94 8''x6'' SERVICE TEE (BLDG 4000) STA 13+78.91 N: 1462240.17 E: 3123993.44 21.00 LF 6" PVC @ 1.60% 62.88 LF 6" PVC @ 1.00% CONTRACTOR TO VERIFY INVERTS OF SANITARY SEWER INSTALLED BY ENCLAVE AT REDWOOD PRIOR TO CONSTRUCTION OF SSMH A. BUILDING 4000 POOL 4940 4945 4950 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 15+00 SS 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 . I N 4 9 5 0 . 8 2 ( N ) 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" @ 0.45% 24" PVC WATER STA.=10+58.94 TOP=4946.51 FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 22"3.96 LF 8" PVC @ 0.45% 24" HP STORM PP STORM STA.=12+21.68 INV.=4946.67 PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION (SEE GENERAL NOTE 7) 8" PVC WATER STA.=12+04.68 TOP=4948.17 21" NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING REFLECT THIS INFORMATION. 2)SANITARY SEWER MAIN TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OF STORM LATERAL A4. 3)LINDENMEIER ROAD TO BE RECONSTRUCTED BY OTHERS. CONTRACTOR TO VERIFY ELEVATIONS OF LINDENMEIER ROAD. 8' ' X 6 ' ' S E R V I C E T E E ( P O O L ) ST A ? ? ? IN V . 4 9 5 0 . 3 6 ( E ) IN V . 4 9 5 0 . 4 4 ( S ) IN V . 4 9 5 0 . 3 6 ( W ) 75.50 LF 8" PVC @ 0.45% 40" 2" ELECTRICAL SERVICES 2" ELECTRICAL MAIN 2" ELECTRICAL MAIN 18" 18"18" 2" GAS SERVICE 18" 8' ' x 6 ' ' S E R V I C E T E E ( B L D G 4 0 0 0 ) ST A 1 3 + 7 8 . 9 1 IN V . 4 9 5 0 . 7 0 ( E ) IN V . 4 9 5 0 . 7 8 ( S ) IN V . 4 9 5 0 . 7 0 ( W ) (8 " S E R V I C E - B L D G 5 0 0 0 ) CONTRACTOR TO VERIFY INVERTS OF SANITARY SEWER INSTALLED BY ENCLAVE AT REDWOOD PRIOR TO CONSTRUCTION OF SSMH A. SEE NOTE 3 BELOW ENCASE 8" SANITARY SEWER FROM STATION 10+20.50 TO STATION 10+98.93 SS1 PL A N & P R O F I L E SA N I T A R Y L I N E A 8 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 IR R IR R IR R IR R IR R IR R E E E FDC FDC TF TF TF G G G G G G G G G 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 S S S EEE E E E E E F W FW E E E MONITORING WE L L TRAFFIC RAT E D TF TF TF E E E E TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U E E E E E E E E E E E E E E E E 8" W 8" W 8" W8" W8" W8" W8" W 8" W 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 @ 0.40% 69.24 LF 8" PVC @ 1.49% 284.14 LF 8" PVC @ 0.80% LE 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-STRM MH 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 INSTALL WATER LINE PROTECTION ON EXISTING ELCO 12" PVC WATER MAIN, 10' BOTH SIDES, PER ELCO STANDARDS AND DETAILS 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 @ 0.40% 6.00 LF 8" PVC @ 0.80% 15.00 LF 6" PVC @ 7.94% 15.00 LF 6" PVC @ 2.78% 5.00 LF 8" PVC @ 0.40% CONTRACTOR TO VERIFY INVERTS OF SANITARY SEWER INSTALLED BY ENCLAVE AT REDWOOD PRIOR TO CONNECTING TO EXISTING MANHOLE. 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 0 . 0 6 ( E ) IN V . O U T 4 9 4 9 . 8 6 ( N ) 284.14 LF 8" PVC @ 0. 8 0 % 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 . 3 8 ( 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 4 8 . 8 3 ( S ) IN V . O U T 4 9 4 8 . 6 3 ( W ) 69.24 LF 8" PVC @ 1.49% 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 . 7 4 ( 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" 36" 24" PVC WATER STA.=10+60.12 TOP=4947.18 FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 9" 86.76 LF 8" PVC @ 0.40% 8' ' X 6 ' ' S E R V I C E T E E ( B L D G 3 0 0 0 ) ST A ? ? ? IN V . 4 9 4 8 . 2 8 ( E ) IN V . 4 9 4 8 . 3 6 ( N ) IN V . 4 9 4 8 . 2 8 ( W ) 129.72 LF 8" PVC @ 0.40% 8' ' X 6 ' ' S E R V I C E T E E ( B L D G 2 0 0 0 ) ST A ? ? ? IN V . 4 9 5 2 . 3 3 ( E ) IN V . 4 9 5 2 . 4 1 ( S ) IN V . 4 9 5 2 . 3 3 ( W ) 6.00 LF 8" PVC @ 0.80% 10" HDPE STORM STA.=10+95.19 INV.=4950.97 12" HP STORM PP STORM STA.=11+86.23 INV.=4951.95 25"32" PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION (SEE GENERAL NOTE 7) 8" PVC WATER STA.=12+06.49 INV.=4946.36 5.00 LF 8" PVC @ 0.40% 8' ' X 6 ' ' 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 8 . 2 6 ( E ) IN V . 4 9 4 8 . 3 4 ( S ) IN V . 4 9 4 8 . 2 6 ( W ) 18"9" ENCASE 8" SANITARY SEWER FROM STATION 10+20.33 TO STATION 10+98.47 (SEE DETAIL ON SHEET D1) 2" ELECTRICAL MAIN 23" NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING REFLECT THIS INFORMATION. 2)SANITARY SEWER SERVICE TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OF STORM LATERAL A4. 3)LINDENMEIER ROAD TO BE RECONSTRUCTED BY OTHERS. CONTRACTOR TO VERIFY ELEVATIONS OF LINDENMEIER ROAD. SEE NOTE 3 BELOW SS2 PL A N & P R O F I L E SA N I T A R Y L I N E B 9 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IRR IRR IRR IRR IRR 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 E FD C TF TF TF G G GGG G 8" W 8" W 8" W 8" W F W TF TF E TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U S EE E E E E E E E E E E LEM 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 % 114.09 LF 6" PVC @ 1.75% 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+05.00 N: 1462562.98 E: 3123618.01 SANITARY SERVICE (BUILDING 6000) STA 11+25.12 N: 1462558.22 E: 3123736.35 ELECTRICAL TRANSFORMER (TYP.) CONTRACTOR TO VERIFY INVERTS OF SANITARY SEWER INSTALLED BY ENCLAVE AT REDWOOD PRIOR TO CONSTRUCTION OF SANITARY SERVICE. 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+00 114.09 LF 6" PVC @ 1.75% 48" RCP STORM STA.=10+87.64 INV.=4945.80 12" PVC WATER STA.=10+33.75 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 5 . 0 0 IN V . 4 9 4 7 . 8 7 ( N ) IN V . 4 9 4 9 . 8 1 ( E ) IN V . 4 9 4 7 . 8 7 ( 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 + 2 5 . 1 2 IN V . 4 9 5 1 . 9 1 ( N W ) 21" 25"37" 12" FLOW FILL 24" WATER LINE 10' EACH SIDE OF SANITARY CROSSING 31" PROPOSED GROUND EXISTING GROUND BLUE BOARD INSULATION (SEE GENERAL NOTE 7) 8" HDPE STORM STA.=11+09.93 INV.=4949.13 NOTES: 1)EXISTING WATER LINES WERE POTHOLED ON 11-01-2023 BY COLORADO UTILITY FINDERS. EXISTING CROSSING REFLECT THIS INFORMATION. 2)SANITARY SEWER SERVICE TO BE WRAPPED IN POLYBUTYL TAPE 10' WEST OF 12" ELCO WATER LINE TO 10' EAST OF STORM LATERAL A4. 3)LINDENMEIER ROAD TO BE RECONSTRUCTED BY OTHERS. CONTRACTOR TO VERIFY ELEVATIONS OF LINDENMEIER ROAD. SEE NOTE 3 BELOW 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 ) 10 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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'' SS 8'' SS 8'' W 8'' W F 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 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R E E E E E E E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W FO FO FO FO FO FO FO D 15 " S S 15 " S S 15 " S S 15 " S S 18 " S S 18 " S S 18 " S S IR R IR R IR R IR R IR R IR R E E FDC FDC FD C TF TF G G G G G G 8" W 8" W 8" W 8" W 8" W 8" W 8" W W W F F 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 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 S S TF TF IR E E TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTO WATERWAYS U S E E E E EEEE E E E E E E E E UG U UG U UG U UG U LE M A Y A V E N U E (1 2 5 ' R I G H T - O F - W A Y ) LI N D E N M E I E R R O A D BUILDING 3000 BUILDING 4000 BUILDING 5000 DOG PARK TRACT A DRAINAGE, UTILITY, & EMERGENCY ACCESS STORM LINE J SEE SHEET ST13 STORM LINE C SEE SHEET ST5 STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST10 STORM LINE L SEE SHEET ST14 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 2' ADDITIONAL ROW 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 10' UTILITY EASEMENT 10' UTILITY EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 500-YEAR FLOODPLAIN EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) VERTICAL CURB & GUTTER ALONG LINDENMEIER ROAD TO BE BUILT BY NORTHFIELD DEVLOPMENT. SEE NORTHFIELD PLANS FOR DETAILS. UTILITY EASEMENT (WIDTH VARIES) EXISTING NECCO BACKBONE STORM LINE A4 STA. 15+03.18 6"x8" TEE w/ MRJ 1 - 6" GV (S) N:1462270.10 E:3124146.60 STA.=12+11.90 1 - 2" ARV STA.=11+76.90 8"x8" CROSS w/ MRJ 2 - 8" GV (N,W) 1 - 22.5° BEND (S) w/ MRJ BEGIN INSULATION STA.=14+75.99 22.5° BEND w/ MRJ STA.=12+02.07 END INSULATION ARV VENT STA.=14+69.49 8"x4" TEE w/ MRJ 1 - 4" GV (S) 1 - 4"x3" REDUCER (S) STA.=15+08.18 8"x2" TEE w/ MRJ 1 - 2" GV (N) 1 - 2"x1.5" REDUCER (N) PER STANDARD ELCO DETAIL ON SHEET D2 STA.=15+13.18 6"x8" SWIVEL TEE w/ T.B. 1 - 6" GV (N) 1 - FH ASSEMBLY (N) CAPPED WATER END OF LINE N:1462273.77 E:3124155.90 4930 4935 4940 4945 4950 4955 4960 4965 4930 4935 4940 4945 4950 4955 4960 4965 11+00 12+00 13+00 14+00 15+00 15+50 8" C900 DR18 PVC 8" C900 DR18 PVC 8" C900 DR18 PVC ST A . 1 2 + 1 1 . 9 0. 1 ° D E F L E C T I O N T. O . P . = 4 9 5 1 . 1 8 ST A . 1 4 + 7 9 . 8 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 6 . 9 8 ST A . 1 4 + 7 7 . 1 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 9 . 7 0 ST A . 1 3 + 4 0 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 5 1 . 0 2 ST A . 1 3 + 4 1 . 7 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 9 . 7 0 12" HP STORM PP STORM STA.=14+90.46 INV.=4948.58 24" HP STORM PP STORM STA.=11+90.90 INV.=4946.76 339 FT OF MECH RESTRAINT BE G I N M E C H . RE S T R A I N T ST A : 1 1 + 7 6 . 9 0 EN D M E C H . RE S T R A I N T ST A : 1 5 + 1 5 . 6 8 49 5 1 . 1 8 49 5 1 . 1 7 49 5 1 . 1 4 49 5 1 . 1 1 49 5 1 . 0 7 49 5 1 . 0 4 49 4 9 . 7 0 49 4 9 . 7 0 49 4 9 . 7 0 49 4 9 . 7 0 49 4 9 . 7 0 49 4 9 . 7 0 49 4 6 . 9 8 PROPOSED GROUNDTOP OF PIPE 18 . 0 " MI N . 18 . 0 " MI N . 18 . 0 " MI N . INSULATION PROPOSED GROUND EXISTING GROUND 4. 6 2 ' 4. 4 0 ' 8" PVC STA.=13+52.10 INV.=4951.22 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 WT1 PL A N & P R O F I L E WA T E R L I N E A 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. Feet03030 30 60 90 PROFILE SCALE: 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, 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 UNLESS SPECIFICALLY SHOWN ON THE PLAN. AREAS WITH LESS THAN 4.5' OF COVER WILL REQUIRE STYRFOAM BRAND HIGH LOAD 60 INSULATION WITH AN R-VALUE OF 15 AND A COMPRESSIVE STRENGTH OF 60 PSI OR APPROVED EQUIVALENT. 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 MAINS SHALL BE C900 DR18 PVC PER EAST LARIMER COUNTY WATER DISTRICT'S STANDARDS AND REGULATIONS. 11.ALL WATER SERVICES SHALL BE 3" UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES AND LOCATIONS WITH THE PLUMBING PLANS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 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 WATER LINE A 10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' W10'' 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 24" W 24" W 24" W 24" W 24" W 12" W12" W12" W12" W12" W12" W12" W12" W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO D D E E FDC FD C FDC TF TF TF G G G G G G G G G G UD 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 8" SS 8" SS 8" S S 8" S S 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 8" W 8" W W S S F F E E EEEEEEE E E E E E E EEEE F W E E MONITORING WELL TRAFFIC RATED 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 8" W 8" W TF TF TF E EE TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U S E E E E E E E E E E E E EE 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W LINDENMEIER ROAD BUILDING 1000 BUILDING 3000 BUILDING 6000 TR A C T A D, U , E A EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) EXISTING NECCO BACKBONE STORM LINE A430' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) 30' UTILITY EASEMENT 26' DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT 26' DRAINAGE, UTILITY, EMERGENCY ACCESS EASEMENT 2' ADDITIONAL ROW 2' ADDITIONAL ROW 10' UTILITY EASEMENT (UE) 10' UTILITY EASEMENT 10' UTILITY EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT STORM LINE C1 SEE SHEET ST7 STORM LINE P SEE SHEET ST7 STORM LINE E SEE SHEET ST9 STORM LINE G SEE SHEET ST11STORM LINE H SEE SHEET ST12 FIRE SERVICE CONNECTION TO BUILDING PER MEP. 4" WATER METER VAULT - SEE NOTE 13 STA. 12+00.48 END WATER LINE LOWERING N:1462430.44 E:3123822.21 STA. 10+13.40 BEGIN WATER LINE LOWERING N:1462455.15 E:3123659.65 FIRE SERVICE CONNECTION TO BUILDING PER MEP. STA. 13+70.78 8"x8" CROSS w/ MJR 2 - 8" GV (N,W) N:1462260.14 E:3123822.21 STA. 13+74.03 22.5° BEND BEGIN WATER LINE LOWERING N:1462256.89 E:3123822.21 STA. 13+53.51 BEGIN INSULATION N:1462277.41 E:3123822.21 STA. 13+81.87 22.5° BEND N:1462249.64 E:3123819.21 STA. 14+17.03 END WATER LINE LOWERING N:1462214.49 E:3123819.21 STA. 14+76.41 8"x6" TEE w/MRJ 1 - 6" GV (E) N:1462155.11 E:3123819.21 STA. 15+55.15 BEGIN WATER LINE LOWERING N:1462076.37 E:3123819.21 STA. 16+37.23 END WATER LINE LOWERING N:1461994.28 E:3123819.21 SANITARY LINE B SEE SHEET SS2 STA.=16+91.53 1 - 2" ARV ARV VENT STA. 11+69.46 8"x4" TEE w/MRJ 1 - 8" GV (W) 1 - 4" GV (N) 1 - 4"x3" REDUCER (N) N:1462454.96 E:3123815.71 STA. 12+61.40 8"x6" TEE w/MRJ 1 - 6" GV (E) N:1462369.52 E:3123822.21 STA. 11+75.96 8"x8" TEE w/MRJ 1 - 8" GV (S) 1 - 8"x6" REDUCER (N) 1 - 6" GV (N) 1 - 6" 45° BEND (N) N:1462454.96 E:3123822.21 STA. 12+68.41 8"x4" TEE w/MRJ 1 - 4" GV (E) N:1462362.51 E:3123822.21 STA. 13+43.28 8"x6" SWIVEL TEE w/T.B. 1 - 8" GV (S) 1 - 6" GV (E) 1 - FH ASSEMBLY (E) N:1462287.64 E:3123822.21 STA. 14+62.77 8"x4" TEE w/MRJ 1 - 4" GV (W) 1 - 4"x3" REDUCER (W) N:1462168.74 E:3123819.21 STORM LINE C SEE SHEET ST5 CONNECT TO EXISTING 10" ELCO WATER LINE (SEE DETAIL 302 ON SHEET D3). CONTRACTOR TO POTHOLE EXISTING 10" WATERLINE TO VERIFY ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. STA. 9+92.22 10"x8" TEE w/MRJ N:1462455.17 E:3123638.46 4930 4935 4940 4945 4950 4955 4960 4965 4930 4935 4940 4945 4950 4955 4960 4965 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 49 4 7 . 8 8 49 4 5 . 6 7 49 4 3 . 1 4 49 4 6 . 3 9 49 4 6 . 3 9 49 4 6 . 3 9 49 4 6 . 3 9 49 4 6 . 3 9 49 4 9 . 3 8 49 5 0 . 7 1 49 5 1 . 3 5 49 5 1 . 3 5 49 5 1 . 3 5 49 5 1 . 3 5 49 5 1 . 3 5 49 5 0 . 3 8 49 4 8 . 1 7 49 5 0 . 2 8 49 5 0 . 2 8 49 5 0 . 2 3 49 5 0 . 1 1 49 5 0 . 0 0 49 4 9 . 8 9 49 4 5 . 9 0 49 4 7 . 0 5 49 4 7 . 0 5 49 5 2 . 6 1 49 5 3 . 1 6 49 5 3 . 3 4 8" C900 DR18 PVC 8" C900 DR18 PVC 8" C900 DR18 PVC 8" C900 DR18 PVC 8" PVC SANITARY STA.=13+90.50 INV.=4949.92 8" HDPE STORM STA.=14+04.51 INV.=4950.23 EX 48" RCP STORM STA.=10+53.91 INV.=4945.05 24" HP STORM PP STORM STA.=11+85.85 INV.=4948.04 8" HDPE STORM STA.=10+75.42 INV.=4948.57 28" 18" 24"21" PROPOSED GROUNDTOP OF PIPE 18" 2" ELECTRICAL SERVICE 3.1' 2" ELECTRICAL MAIN 3.6' EX 24" PVC STA.=10+26.67 INV.=4947.22 18" 12" HP STORM PP STA.=14+52.70 INV.=4946.97 12" HP STORM PP STA.=15+37.67 INV.=4946.42 24" HP STORM PP STA.=15+70.24 INV.=4947.57 8" PVC STA.=16+21.59 INV.=4948.57 18" 21" 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 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 6 ST A . 1 0 + 6 6 . 4 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 1 4 ST A . 1 0 + 6 9 . 7 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 6 . 3 9 ST A . 1 1 + 9 7 . 0 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 6 . 3 9 ST A . 1 2 + 0 0 . 5 44 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 9 . 8 6 ST A . 1 4 + 1 7 . 0 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 5 0 . 2 8 ST A . 1 6 + 8 2 . 9 1. 3 ° D E F L E C T I O N T. O . P . = 4 9 5 3 . 3 4 ST A . 1 6 + 3 7 . 9 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 5 2 . 3 4 ST A . 1 5 + 8 2 . 6 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 7 . 0 5 ST A . 1 5 + 8 1 . 4 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 9 0 ST A . 1 5 + 5 9 . 1 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 9 0 ST A . 1 6 + 3 1 . 9 41 . 7 ° V E R T I C A L B E N D T. O . P . = 4 9 4 7 . 0 5 ST A . 1 0 + 4 1 . 4 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 3 . 1 4 ST A . 1 0 + 1 3 . 4 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 7 . 8 8 ST A . 1 0 + 1 5 . 6 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 6 7 ST A . 1 0 + 3 8 . 9 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 5 . 6 7 ST A . 1 4 + 6 3 . 3 0. 3 ° D E F L E C T I O N T. O . P . = 4 9 5 0 . 2 8 ST A . 1 5 + 5 5 . 1 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 9 . 8 6 ST A . 1 2 + 4 3 . 3 2. 0 ° D E F L E C T I O N T. O . P . = 4 9 5 1 . 3 5 ST A . 1 3 + 7 4 . 0 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 5 1 . 3 5 ST A . 1 3 + 7 7 . 2 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 8 . 1 7 ST A . 1 4 + 1 4 . 9 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 8 . 1 7 INSULATION 4" GAS SERVICE 18" 2" ELECTRICAL MAIN 2.8' 2" ELECTRICAL MAIN 18" 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 3 . 0 6 CO N N E C T T O E X I S T I N G 10 " E L C O W A T E R L I N E (S E E D E T A I L 3 0 2 O N SH E E T D3 ). 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 WT2 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 ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 LI N E MA T C H ST A 17 + 0 0 ST A MA T C H L I N E SE E S H E E T 17 + 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 EAST 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 UNLESS SPECIFICALLY SHOWN ON THE PLAN. AREAS WITH LESS THAN 4.5' OF COVER WILL REQUIRE STYRFOAM BRAND HIGH LOAD 60 INSULATION WITH AN R-VALUE OF 15 AND A COMPRESSIVE STRENGTH OF 60 PSI OR APPROVED EQUIVALENT. 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 MAINS SHALL BE C900 DR18 PVC PER EAST LARIMER COUNTY WATER DISTRICT'S STANDARDS AND REGULATIONS. 11.ALL WATER SERVICES SHALL BE 3" UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES AND LOCATIONS WITH THE PLUMBING PLANS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 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 WATER LINE B PROFILE SCALE: NORTH WT2 WT3 13.LOCATE WATER METER VAULT MINIMUM 5' FROM EDGE OF BUILDING FOUNDATION. VAULT WILL BE PARTIALLY UNDER SIDEWALK. LOCATE RIM AND LID OF VAULT INSIDE LANDSCAPING BETWEEN SIDEWALK AND BUILDING. 12'' W 12'' W 12'' W 12'' W 60'' W 60'' W 60'' W UGE UGE UGE UGE UGE UGE 8' ' U D 8' ' U D 8' ' U D 8' ' U D W 60" 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 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W FO FO FO FO FO FO FO FO FO FO D D D 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S 18 " S S E FDC FDC TF G G 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 S S EEEEE E E E F W FW MONITORI N G W E L L TRAFFIC R A T E D TF E E E E EE E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U 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 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" W SUNIGA ROAD BUILDING 2000 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 NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% 4' CONCRETE CULVERT & RUNDOWN. STORMTECH MC-7200 SYSTEM 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022) 26' DRAINAGE, UTILITY, EMERGENCY ACCESS EASEMENT DRAINAGE, UTILITY, & EMERGENCY ACCESS EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 10' UTILITY EASEMENT 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ST2 STORM LINE B SEE SHEET ST2 FIRE SERVICE CONNECTION TO BUILDING PER MEP. BUILDING 1000 STA. 17+00.83 90° BEND w/MRJ N:1461930.68 E:3123819.21 STORM LINE C1 SEE SHEET ST7 STA. 18+66.96 90° BEND w/MRJ N:1461930.68 E:3123985.34 FIRE SERVICE CONNECTION TO BUILDING PER MEP. STA. 18+79.46 8"x6" SWIVEL TEE w/TB 1 - 6" GV (E) 1 - FH ASSEMBLY N:1461918.18 E:3123985.34 STA. 19+71.26 45° BEND w/MRJ N:1461826.38 E:3123985.34 STA. 20+16.70 45° BEND w/MRJ N:1461794.22 E:3123953.22 STA. 22+59.49 90° BEND w/MRJ N:1461789.60 E:3123710.49 STA. 22+86.95 90° BEND w/MRJ N:1461817.07 E:3123709.96 STA. 19+01.96 8"x6" TEE w/MRJ 1 - 6" GV (E) N:1461895.68 E:3123985.34 STA. 23+00.00 BEGIN INSULATION N:1461817.11 E:3123696.92 STA. 23+09.38 END INSULATION BEGIN WATERLINE LOWERING N:1461817.13 E:3123687.54 STA. 23+53.70 8"x12" TEE w/ MRJ 1 - 8" GV (E) 1 - 12" BFV (N) CONNECT TO EXISTING WATER LINE (PER ELECO REQUIREMENTS) N:1461817.27 E:3123643.21 STA. 17+77.27 8"x4" TEE w/MRJ 1 - 4"x3" REDUCER (S) 1 - 4" GV (S) N:1461930.68 E:3123895.65 STA. 17+82.27 8"x6" TEE w/MRJ 1 - 8" GV (E) 1 - 6" GV (S) N:1461930.68 E:3123900.65 STA. 18+84.46 8"x4" TEE w/MRJ 1 - 4"x3" REDUCER (E) 1 - 4" GV (E) N:1461913.18 E:3123985.34 STA. 23+39.92 END WATERLINE LOWERING N:1461817.23 E:3123657.00 LI N D E N M E I E R R O A D 4930 4935 4940 4945 4950 4955 4960 4965 4930 4935 4940 4945 4950 4955 4960 4965 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 24+50 49 5 3 . 3 4 49 5 3 . 3 4 49 5 3 . 3 3 49 5 3 . 0 8 49 5 2 . 8 3 49 5 2 . 5 8 49 5 2 . 3 3 49 5 2 . 0 8 49 5 1 . 6 5 49 5 1 . 2 1 49 5 0 . 7 8 49 5 0 . 3 4 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 8 . 7 3 49 4 2 . 8 5 49 4 6 . 9 1 8" C900 DR 1 8 P V C 8" C900 DR18 PVC 8" C900 DR18 PVC 8" C900 DR18 PVC ST A . 1 9 + 9 1 . 6 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 4 8 . 7 3 ST A . 1 9 + 9 0 . 2 45 . 0 ° V E R T I C A L B E N D T. O . P . = 4 9 5 0 . 0 7 ST A . 2 0 + 1 3 . 0 0. 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 3 ST A . 1 7 + 4 8 . 6 0. 6 ° D E F L E C T I O N T. O . P . = 4 9 5 3 . 3 4 ST A . 1 8 + 7 5 . 8 0. 4 ° D E F L E C T I O N T. O . P . = 4 9 5 2 . 0 7 ST A . 2 3 + 0 9 . 4 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 8 . 7 3 ST A . 2 3 + 1 5 . 3 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 2 . 8 5 ST A . 2 3 + 3 5 . 9 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 2 . 8 5 ST A . 2 3 + 3 9 . 9 45 . 0 ° D E F L E C T I O N T. O . P . = 4 9 4 6 . 9 1 EX 48" RCP STORM STA.=22+99.38 INV.=4942.10 18" PROPOSED GROUND TOP OF PIPE EX 24" PVC WATER STA.=23+24.80 TOP=4946.46 18" 2" ELECTRICAL MAIN 18" 212 FT OF MECH RESTRAINT EN D M E C H . R E S T R A I N T ST A : 1 7 + 2 5 . 3 9 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 3. 7 0 ' INSULATION CO N N E C T T O E X I S T I N G 12 " E L C O W A T E R L I N E 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 WT3 PL A N & P R O F I L E WA T E R L I N E B 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 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, 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 UNLESS SPECIFICALLY SHOWN ON THE PLAN. AREAS WITH LESS THAN 4.5' OF COVER WILL REQUIRE STYRFOAM BRAND HIGH LOAD 60 INSULATION WITH AN R-VALUE OF 15 AND A COMPRESSIVE STRENGTH OF 60 PSI OR APPROVED EQUIVALENT. 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 MAINS SHALL BE C900 DR18 PVC PER EAST LARIMER COUNTY WATER DISTRICT'S STANDARDS AND REGULATIONS. 11.ALL WATER SERVICES SHALL BE 3" UNLESS OTHERWISE NOTED. 12.CONTRACTOR SHALL CONFIRM AND COORDINATE ALL SERVICE SIZES AND LOCATIONS WITH THE PLUMBING PLANS. IF CONFLICT OCCURS, BOTH THE PLUMBING ENGINEER AND CIVIL ENGINEER SHALL BE CONTACTED PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. 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 17+00 ST A MA T C H L I N E SE E S H E E T WT 2 17 + 0 0 WATER LINE B PROFILE SCALE: WT2 WT3 E E E E EEEEEEEEE D D IR R IR R IR R IR R IR R E E FDC G G 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 S EEEEE E E F W FW E MONITO R I N G W E L L TRAFFIC R A T E D TF TF TF E E E E EE 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 8" W 8" W 8" W 8" W 8" W8" W8" W8" W 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 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+50.55 N: 1461950.68 E: 3124175.41 BASIN A4 100-YR ORIFICE (SEE ORIFACE DETAIL SHEET D5) STA 15+24.55 N: 1461924.68 E: 3124175.42 BASIN A3 STA 14+01.47 N: 1461924.68 E: 3124052.34 BASIN A2 STA 12+80.99 N: 1461804.20 E: 3124052.34 STMH A1 STA 10+03.41 N: 1461804.80 E: 3124329.92 UNDERDRAIN CO-1 INV. =4944.24 (E) OUTFALL A STA 9+90.00 N: 1461791.39 E: 3124330.19 277.58 LF 12" HP STORM PP @ 0.40% 12 0 . 4 8 L F 1 2 " H P S T O R M P P @ 0 . 3 5 % 123.08 LF 12" HP STORM PP @ 0.36% 26.00 LF 12" HP STORM PP @ 0.35% 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 ( 4 8 " ∅) 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 ( 1 8 " ∅) ST A 1 2 + 8 0 . 9 9 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 ( 1 8 " ∅) ST A 1 4 + 0 1 . 4 7 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 4 3 . 6 1 ( E ) IN V . O U T 4 9 4 3 . 5 1 ( S ) BA S I N A 5 ( 3 0 " ∅) ST A 1 5 + 5 0 . 5 5 RI M 4 9 5 7 . 9 ± IN V . I N 4 9 4 4 . 4 3 ( N ) IN V . I N 4 9 4 4 . 2 4 ( W ) IN V . O U T 4 9 4 4 . 2 4 ( S ) 277.58 LF 12" HP STORM PP @ 0.40% EX-13.41 LF 18" HDPE @ 0.37% 123.08 LF 12" HP STORM PP @ 0.36% 120.48 LF 12" HP STORM PP @ 0.35% EXISTING GROUND PROPOSED GROUND SUBGRADE GROUNDWATER BA S I N A 4 1 0 0 - Y R O R I F I C E ( 1 8 " ∅) ST A 1 5 + 2 4 . 5 5 RI M 4 9 5 7 . 9 ± IN V . I N 4 9 4 4 . 1 5 ( N ) IN V . O U T 4 9 4 4 . 0 5 ( W ) HGL EGL 44" EXISTING NECCO BACKBONE STRM LINE A1 12'x4' RCBC INV.=4940.91 26.00 LF 12" HP STORM PP @ 0.35% STORM-TECH SYSTEM (DESIGNED BY OTHERS) 29" 12" HP STORM PP STORM STA.=14+06.48 INV.=4948.62 6" PVC SANITARY STA.=14+67.48 INV.=4953.28 8" HDPE STORM STA.=14+94.33 INV.=4948.72 43" 24" HP STORM PP STORM STA.=15+30.55 INV.=4947.42 24" OU T F A L L A ST A 9 + 9 0 . 0 0 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 14 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH KEYMAP ST1 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+5010+0011+0012+0013+0013+25 ST M H B 2 ( 6 0 " ∅) 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( 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 ( 3 0 " ∅) ST A 1 0 + 9 3 . 5 2 RI M 4 9 5 6 . 0 ± 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 . 5 3 ( E ) IN V . 4 9 4 6 . 8 6 ( N ) BA S I N B 6 ( 3 0 " ∅) ST A 1 1 + 8 2 . 3 6 RI M 4 9 5 7 . 9 ± IN V . I N 4 9 4 7 . 1 8 ( W ) IN V . I N 4 9 4 8 . 5 2 ( S E ) IN V . O U T 4 9 4 7 . 0 8 ( N ) ST M H B ( 4 8 " ∅) ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 5 . 9 ± IN V . I N 4 9 4 5 . 2 4 ( N ) IN V . O U T 4 9 4 5 . 1 8 ( S ) TE E B 7 ST A 1 2 + 6 0 . 6 3 IN V . 4 9 4 7 . 5 8 ( W ) IN V . 4 9 4 8 . 2 4 ( S ) IN V . 4 9 4 7 . 5 8 ( E ) EXISTING GROUND PROPOSED GROUND EGL HGL STORM-TECH SYSTEM (DESIGNED BY OTHERS) BA S I N B 1 ( 3 6 " ∅) ST A 1 0 + 0 8 . 2 5 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 5 . 2 4 ( N E ) IN V . O U T 4 9 4 5 . 2 4 ( S ) 12" HP STORM PP STORM STA.=12+30.41 INV.=4944.17 6" PVC SANITARY STA.=12+87.48 INV.=4952.95 24" 37" 44.03 LF 24" HP STORM PP @ 0.50% 44.81 LF 24" HP STORM PP @ 0.50% 19.34 LF 24" HP STORM PP @ 0.50% 39.84 LF 30" HP STORM PP @ 1.44% 26.10 LF 30" HP STORM PP @ 0.50% 78.27 LF 24" HP STORM PP @ 0.50% 8.25 LF 30" HP STORM PP @ 0.00% 87.86 LF 24" HP STORM PP @ 0.50% E E E TF TF TF G 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 S EEE E F W FW E E E E E E E E E E E TF TF TF E E EE E E E E E E E E E 8" W 8" W 8" W BUILDING 1000 BUILDING 2000 26' D, U, EA EASEMENT 10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 10' UE DRAINAGE EASEMENT (WIDTH VARIES) STORM LINE I SEE SHEET ST12 STORM LINE J SEE SHEET ST13 STORM LINE M SEE SHEET ST15 STMH B (48" ∅) W/ WQ WEIR STA 10+00.00 N: 1462054.43 E: 3124175.37 STMH B2 (60" ∅) STA 10+34.34 N: 1462073.47 E: 3124199.13 INLET B3 STA 10+74.18 N: 1462037.15 E: 3124215.51 BASIN B4 (30" ∅) 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. =4950.68 (W) INLET B6-1 INV. OUT=4951.99 (NW) FG=4957.93 BASIN B6 (30" ∅) STA 11+82.36 N: 1461930.68 E: 3124223.46 TEE B7 STA 12+60.63 N: 1461930.68 E: 3124145.19 INLET B7-1 INV. =4950.91 (N) 26' D, U, EA EASEMENT 8.25 LF 30" HP STORM PP @ 0.00% 26.10 LF 30" HP STORM PP @ 0.50% 39 . 8 4 L F 30 " H P S T O R M P P @ 1 . 4 4 % 19.34 LF 24" HP STORM PP @ 0.50% 44 . 8 1 L F 24 " H P S T O R M P P @ 0 . 5 0 % 44 . 0 3 L F 24 " H P S T O R M P P @ 0 . 5 0 % 78.27 LF 24" HP STORM PP @ 0.50% 33 . 4 0 L F 8" H D P E @ 8 . 0 0 % 43.40 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 SANITARY LINE B SEE SHEET SS2 87.86 LF 24" HP STORM PP @ 0.50% PROFILE SCALE: LI N E MA T C H ST A 13 + 2 5 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST2 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH ST A MA T C H L I N E SE E S H E E T ST 3 13 + 2 5 KEYMAP ST4ST3 ST2 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 13+2514+0015+0016+0017+0018+0018+50 8" PVC WATER STA.=15+68.08 TOP=4948.73 TE E B 8 ST A 1 3 + 4 8 . 4 9 IN V . 4 9 4 8 . 5 1 ( S ) IN V . 4 9 4 8 . 0 1 ( W ) IN V . 4 9 4 8 . 0 1 ( E ) BA S I N B 9 ( 3 0 " ∅) ST A 1 4 + 1 0 . 4 9 RI M 4 9 5 6 . 9 ± IN V . I N 4 9 4 8 . 8 2 ( S ) IN V . O U T 4 9 4 8 . 3 2 ( E ) IN L E T B 1 0 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 ( S ) IN V . O U T 4 9 4 9 . 2 3 ( N ) BA S I N B 1 1 ( 1 8 " ∅) ST A 1 5 + 3 6 . 1 4 RI M 4 9 5 5 . 8 ± IN V . I N 4 9 5 0 . 0 5 ( W ) IN V . O U T 4 9 4 9 . 9 5 ( N ) BA S I N B 2 1 ( 1 2 " ∅) ST A 1 8 + 0 5 . 2 7 RI M 4 9 5 4 . 7 ± IN V . I N 4 9 5 2 . 5 4 ( N ) IN V . O U T 4 9 5 2 . 2 0 ( E ) TE E B 2 0 ST A 1 7 + 6 3 . 9 0 IN V . 4 9 5 1 . 8 7 ( W ) IN V . 4 9 5 2 . 0 4 ( N ) IN V . 4 9 5 1 . 8 7 ( E ) TE E B 1 9 ST A 1 7 + 5 5 . 0 9 IN V . 4 9 5 1 . 8 0 ( W ) IN V . 4 9 5 1 . 9 7 ( N ) IN V . 4 9 5 1 . 8 0 ( E ) TE E B 1 8 ST A 1 7 + 4 2 . 5 7 IN V . 4 9 5 1 . 7 0 ( W ) IN V . 4 9 5 1 . 8 7 ( N ) IN V . 4 9 5 1 . 7 0 ( E ) TE E B 1 7 ST A 1 7 + 0 2 . 3 6 IN V . 4 9 5 1 . 3 8 ( W ) IN V . 4 9 5 1 . 4 6 ( N ) IN V . 4 9 5 1 . 3 8 ( E ) TE E B 1 6 ST A 1 6 + 8 3 . 2 1 IN V . 4 9 5 1 . 2 3 ( W ) IN V . 4 9 5 1 . 4 0 ( N ) IN V . 4 9 5 1 . 2 3 ( E ) TE E B 1 5 ST A 1 6 + 5 9 . 0 7 IN V . 4 9 5 1 . 0 4 ( W ) IN V . 4 9 5 1 . 2 0 ( N ) IN V . 4 9 5 1 . 0 4 ( E ) TE E B 1 3 ST A 1 6 + 1 5 . 1 2 IN V . 4 9 5 0 . 6 8 ( W ) IN V . 4 9 5 0 . 8 5 ( N ) IN V . 4 9 5 0 . 6 8 ( E ) TE E B 1 4 ST A 1 6 + 3 1 . 6 0 IN V . 4 9 5 0 . 8 2 ( W ) IN V . 4 9 5 0 . 9 8 ( N ) IN V . 4 9 5 0 . 8 2 ( E ) TE E B 1 2 ST A 1 5 + 9 1 . 5 9 IN V . 4 9 5 0 . 5 0 ( W ) IN V . 4 9 5 0 . 6 6 ( N ) IN V . 4 9 5 0 . 5 0 ( E ) EXISTING GROUND PROPOSED GROUND EGL HGL 18" 2" ELECTRICAL MAIN 18" FIRE SERVICE 18" MIN. WATER SERVICE HYDRANT LATERAL 41.37 LF 10" HDPE @ 0.80% 8.80 LF 10" HDPE @ 0.80% 12.52 LF 10" HDPE @ 0.80% 40.21 LF 10" HDPE @ 0.80% 19.15 LF 10" HDPE @ 0.80% 24.14 LF 10" HDPE @ 0.80% 27.47 LF 10" HDPE @ 0.80% 16.49 LF 10" HDPE @ 0.80% 23.52 LF 10" HDPE @ 0.80% 55.45 LF 10" HDPE @ 0.80% 43.65 LF 12" HP STORM PP @ 0.50% 82.00 LF 18" HP STORM PP @ 0.50% 62.00 LF 24" HP STORM PP @ 0.50% 87.86 LF 24" HP STORM PP @ 0.50% 20" 42'' W 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 12 " W 12 " W 12 " W 12 " W 12 " W 12 " W D D E FDC FDC TF G G 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 S S EEEEE E E E F W FW MONITO R I N G W E L L TRAFFIC R A T E D TF E E E E EE E TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U E E E E E E E E E E E E E E E E E E E 8" W 8" W 8" W 8" W 8" W8" W8" W8" W8" W8" W8" W 8" W 8" W8" W 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 (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 B9 (30" ∅) STA 14+10.49 N: 1461930.68 E: 3123995.34 TEE B8 STA 13+48.49 N: 1461930.68 E: 3124057.34 INLET B10 STA 14+92.49 N: 1461848.68 E: 3123995.34 BASIN B11 (18" ∅) STA 15+36.14 N: 1461805.03 E: 3123995.34BASIN B21 (12" ∅) STA 18+05.27 N: 1461799.91 E: 3123726.26 26' D, U, EA EASEMENT 62.00 LF 24" HP STORM PP @ 0.50% 82 . 0 0 L F 1 8 " H P S T O R M P P @ 0 . 5 0 % 43 . 6 5 L F 12 " H P S T O R M P P @ 0 . 5 0 % 55.45 LF 10" HDPE @ 0.80% 23.52 LF 10" HDPE @ 0.80% 16.49 LF 10" HDPE @ 0.80% 27.47 LF 10" HDPE @ 0.80% 24.14 LF 10" HDPE @ 0.80% 19.15 LF 10" HDPE @ 0.80% 12.52 LF 10" HDPE @ 0.80% 8.80 LF 10" HDPE @ 0.80% 41.37 LF 10" HDPE @ 0.80% SANITARY LINE B SEE SHEET SS2 40.21 LF 10" HDPE @ 0.80% 87.86 LF 24" HP STORM PP @ 0.50% PROFILE SCALE: LI N E MA T C H ST A 13 + 2 5 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST3 PL A N & P R O F I L E ST O R M D R A I N B 16 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH ST A MA T C H L I N E SE E S H E E T 13 + 2 5 ST 2 KEYMAP ST4ST3 ST2 EEEEE E TF 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" W 8" W S EE F W TF E E E E EE E E E E E E E E E E E E E 8" W 8" W 8" W 8" W 8" W8" W 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT DRAINAGE EASEMENT (WIDTH VARIES) TEE B8 STA 10+00.00 N: 1461930.68 E: 3124057.34 INLET Q1 STA 10+82.00 N: 1461848.68 E: 3124057.34 10' UE STORMTECH OUTFALL A SEE SHEET ST1 26' D, U, EA EASEMENT 82 . 0 0 L F 1 2 " H P S T O R M P P @ 1 . 8 0 % SANITARY LINE B SEE SHEET SS2 87.86 LF 24" HP STORM PP @ 0.50% 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 1 ST A 1 0 + 8 2 . 0 0 FL . E L 4 9 5 5 . 1 ± IN V . O U T 4 9 4 9 . 9 9 ( N ) TE E B 8 ST A 1 3 + 4 8 . 4 9 IN V . 4 9 4 8 . 5 1 ( S ) IN V . 4 9 4 8 . 0 1 ( W ) IN V . 4 9 4 8 . 0 1 ( E ) EXISTING GROUND PROPOSED GROUND EGL HGL FIRE SERVICE 18" MIN. WATER SERVICE 82.00 LF 12" HP S T O R M P P @ 1 . 8 0 % 12" HP STORM PP STORM STA.=10+06.00 INV.=4943.62 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST4 PL A N & P R O F I L E ST O R M D R A I N Q 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 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 8 ( 4 8 " ∅) 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 7 . 6 9 ( S ) ST M H C 5 ( 7 2 " ∅) ST A 1 2 + 0 3 . 3 4 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 . 6 2 ( E ) IN V . I N 4 9 4 9 . 7 1 ( W ) IN V . O U T 4 9 4 6 . 3 7 ( S ) IN L E T C 3 ST A 1 1 + 1 4 . 2 0 FL . E L 4 9 5 4 . 4 ± IN V . I N 4 9 4 6 . 0 2 ( N ) IN V . I N 4 9 4 7 . 0 2 ( E ) IN V . O U T 4 9 4 5 . 8 2 ( 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 . 5 0 ( N ) IN V . I N 4 9 4 7 . 2 6 ( W ) IN V . O U T 4 9 4 5 . 4 0 ( E ) TE E C 7 ST A 1 3 + 5 3 . 5 0 IN V . 4 9 4 7 . 3 7 ( N ) IN V . 4 9 4 8 . 0 3 ( E ) IN V . 4 9 4 7 . 3 7 ( S ) 8" PVC SANITARY STA.=12+13.33 INV.=4949.99 8" PVC WATER STA.=14+31.46 TOP=4946.39 8" PVC WATER STA.=12+32.53 TOP=4951.18 BA S I N C ( 3 6 " ∅) ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 4 . 7 ± IN V . I N 4 9 4 5 . 2 2 ( W ) IN V . O U T 4 9 4 5 . 1 8 ( S ) 17" 14"18" 18" 18"18" 18"18" MIN. TE E C 2 ST A 1 0 + 6 5 . 9 6 IN V . 4 9 4 5 . 6 2 ( N ) IN V . 4 9 4 6 . 3 7 ( W ) IN V . 4 9 4 5 . 6 2 ( S ) TE E C 4 ST A 1 1 + 5 0 . 0 4 IN V . 4 9 4 6 . 1 6 ( N ) IN V . 4 9 4 6 . 9 1 ( W ) IN V . 4 9 4 6 . 1 6 ( S ) TE E C 6 ST A 1 3 + 0 4 . 5 6 IN V . 4 9 4 7 . 1 2 ( N ) IN V . 4 9 4 7 . 7 9 ( E ) IN V . 4 9 4 7 . 1 2 ( S ) 18" 35.00 LF 30" HP STORM PP @ 0.50% 48.23 LF 30" HP STORM PP @ 0.40% 53.30 LF 30" HP STORM PP @ 0.40% 101.22 LF 24" HP STORM PP @ 0.50% 48.94 LF 24" HP STORM PP @ 0.50% 63.96 LF 24" HP STORM PP @ 0.50% 86.35 LF 24" HP STORM PP @ 0.30% 30.96 LF 30" HP STORM PP @ 0.40% 35.84 LF 30" HP STORM PP @ 0.40% EXISTING GROUND PROPOSED GROUND APPROXIMATE GROUNDWATER SUBGRADE HGL EGL 2" ELEC. MAIN HYDRANT LATERAL 2" ELECTRICAL MAINWATER SERVICE FIRE SERVICE 2" ELEC. MAIN 8" W8" W8" W8" W8" W8" W 8" W8" W8" W8" W8" W 8" W 8" W 8" W WF E E E E E E E E E E E E E F E E E 8" S S 8" S S 8" S S 8" S S 8" S S 8" S S 8" W 8" W TF TF TF E E E E E E E E E E E E E E E E E FDC TF TF TF G G G GG BUILDING 3000 TRACT A D, U, EA SANITARY LINE A SEE SHEET SS1 BASIN C (36" ∅) STA 10+00.00 N: 1462062.68 E: 3123864.19 26' FL-FL 26' D, U, EA EASEMENT10' UE 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 30' ELCO NON-EXCLUSIVE EASEMENT 86 . 3 5 L F 24 " H P S T O R M P P @ 0 . 3 0 % 63.96 LF 24" HP STORM PP @ 0.50% 34 . 1 8 L F 8" H D P E @ 2 . 0 0 % 48.94 LF 24" HP STORM PP @ 0.50%101.22 LF 24" HP STORM PP @ 0.50% 53.30 LF 30" HP STORM PP @ 0.40% 48.23 LF 30" HP STORM PP @ 0.40% 35 . 0 0 L F 30 " H P S T O R M P P @ 0 . 5 0 % STORM LINE C1 SEE SHEET ST7 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 TEE C2 STA 10+65.96 N: 1462093.85 E: 3123829.21 30.96 LF 30" HP STORM PP @ 0.40% 35.84 LF 30" HP STORM PP @ 0.40% TEE C4 STA 11+50.04 N: 1462177.81 E: 3123832.02 33 . 6 0 L F 8" H D P E @ 2 . 0 0 % 47 . 7 1 L F 1 8 " H P S T O R M P P @ 2 . 0 0 % 30.00 LF 12" HP STORM PP @ 0.50% 41.85 LF 12" HP STORM PP @ 0.50% 63 . 1 3 L F 8 " H D P E @ 3 . 0 0 % STMH C8 (48" ∅) STA 14+17.46 N: 1462445.07 E: 3123836.21 TEE C7 STA 13+53.50 N: 1462381.11 E: 3123836.21 STMH C5 (72" ∅) STA 12+03.34 N: 1462230.95 E: 3123836.21 INLET C7-1 INV. OUT=4948.72 (W) FG=4957.28 INLET C3 STA 11+14.20 N: 1462142.08 E: 3123829.21 INLET C1 STA 10+35.00 N: 1462062.88 E: 3123829.19 INLET C6-1 INV. OUT=4948.46 (W) FG=4956.91 INLET C3-1 INV. OUT=4947.97 (W) FG=4955.97 INLET C2-1 INV. OUT=4946.52 (E) FG=4956.04 INLET C4-1 INV. OUT=4947.12 (E) FG=4955.65 BASIN C5-1 INV. OUT=4951.60 (E) FG=4955.60 TEE C6 STA 13+04.56 N: 1462332.17 E: 3123836.21 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST5 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH KEYMAP LINE MATCH STA 14+50 ST A MA T C H L I N E SE E S H E E T ST 6 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 RO O F S T U B C 2 0 ST A 1 7 + 7 4 . 1 0 RI M 4 9 5 1 . 4 ± IN V . O U T 4 9 5 0 . 7 6 ( N W ) 45 ° B E N D C 1 9 ST A 1 7 + 7 0 . 4 0 IN V . 4 9 5 0 . 6 9 ( S E ) IN V . 4 9 5 0 . 6 9 ( W ) BA S I N C 1 7 ( 1 2 " ∅) ST A 1 7 + 5 2 . 2 5 RI M 4 9 5 4 . 1 ± IN V . I N 4 9 5 0 . 3 3 ( E ) IN V . O U T 4 9 5 0 . 1 6 ( S ) TE E C 1 6 ST A 1 7 + 3 7 . 2 2 IN V . 4 9 5 0 . 0 1 ( N ) IN V . 4 9 5 0 . 0 9 ( E ) IN V . 4 9 5 0 . 0 1 ( S ) TE E C 1 3 ST A 1 6 + 8 7 . 2 3 IN V . 4 9 4 9 . 5 1 ( N ) IN V . 4 9 4 9 . 5 9 ( E ) IN V . 4 9 4 9 . 5 1 ( S ) BA S I N C 1 2 ( 1 2 " ∅) ST A 1 6 + 4 4 . 4 7 RI M 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 ) IN L E T C 1 1 ST A 1 6 + 0 3 . 0 5 FL . E L 4 9 5 3 . 9 ± IN V . I N 4 9 4 8 . 8 6 ( N ) IN V . O U T 4 9 4 8 . 7 6 ( S ) 8" PVC WATER STA.=15+42.01 TOP=4946.39 BA S I N C 1 0 ( 1 2 " ∅) ST A 1 5 + 3 2 . 0 0 RI M 4 9 5 4 . 2 ± IN V . I N 4 9 4 8 . 5 4 ( N ) IN V . O U T 4 9 4 8 . 5 4 ( E ) IN L E T C 9 ST A 1 5 + 0 3 . 8 1 FL . E L 4 9 5 3 . 5 ± IN V . I N 4 9 4 8 . 4 6 ( W ) IN V . O U T 4 9 4 8 . 2 6 ( E ) 25" 21" 6" PVC SANITARY STA.=16+49.63 INV.=4951.64 18" 3.70 LF 6" HDPE @ 2.00% 28.19 LF 8" HDPE @ 0.30% 71.05 LF 8" HDPE @ 0.30% 41.42 LF 8" HDPE @ 0.30% 42.76 LF 8" HDPE @ 1.00% 12.00 LF 8" HDPE @ 1.00% 25.16 LF 8" HDPE @ 1.00% 11.44 LF 6" HDPE @ 2.00% 15.03 LF 8" HDPE @ 1.00% 12.83 LF 8" HDPE @ 1.00% 86.35 LF 24" HP STORM PP @ 0.30% PROPOSED GROUND GROUNDWATER EXISTING GROUND HGL EGL 2" ELECTRICAL SERVICE TE E C 1 5 ST A 1 7 + 2 4 . 3 9 IN V . 4 9 4 9 . 8 8 ( N ) IN V . 4 9 4 9 . 9 6 ( E ) IN V . 4 9 4 9 . 8 8 ( S ) TE E C 1 4 ST A 1 7 + 1 2 . 3 9 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 8 ST A 1 7 + 5 8 . 9 6 IN V . 4 9 5 0 . 4 6 ( N ) IN V . 4 9 5 0 . 4 6 ( E ) IN V . 4 9 5 0 . 4 6 ( W ) 6.71 LF 6" HDPE @ 2.00% 8" W8" W8" W 8" W 8" W 8" W 8" W 8" W F E E F W TF TF E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN DD D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN DD D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U S E E E E E E E 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W 10'' W E E / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / / / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / // / / / / / / / 24" W24" W24" W24" W24" W24" W24" W24" W24" W24" W24" W D E FDC TF TF G G G G LINDENMEIER ROAD BUILDING 6000 EXISTING STORM MANHOLE EXISTING NECCO BACKBONE STORM LINE A4 ROOF STUB C20 STA 17+74.10 N: 1462654.06 E: 3123767.75 INLET C11 STA 16+03.05 N: 1462516.12 E: 3123721.67 BASIN C10 (12" ∅) STA 15+32.00 N: 1462445.07 E: 3123721.67 INLET C9 STA 15+03.81 N: 1462445.07 E: 3123749.86 BASIN C12 (12" ∅) STA 16+44.47 N: 1462557.54 E: 3123721.67 41.42 LF 8" HDPE @ 0.30% 71.05 LF 8" HDPE @ 0.30% 28.19 LF 8" HDPE @ 0.30% 25.16 LF 8" HDPE @ 1.00% 12.00 LF 8" HDPE @ 1.00% 12.83 LF 8" HDPE @ 1.00% 15.03 LF 8" HDPE @ 1.00% 42.76 LF 8" HDPE @ 1.00% 2' ADDITIONAL ROW 30' ELCO NON-EXCLUSIVE EASEMENT STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 BASIN C17 (12" ∅) STA 17+52.25 N: 1462661.96 E: 3123748.36 TEE C6 STA 13+04.56 N: 1462332.17 E: 3123836.21 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST6 PL A N & P R O F I L E ST O R M D R A I N C 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH KEYMAP LINE MATCH STA 14+50 ST A MA T C H L I N E SE E S H E E T ST 5 14 + 5 0 ST5 ST6 4940 4945 4950 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 14+00 EXISTING GROUND PROPOSED GROUND 63.08 LF 12" HP STORM PP @ 3.00% 38.12 LF 24" HP STORM PP @ 3.00% 30.37 LF 24" HP STORM PP @ 3.00% 8" PVC WATER STA.=10+10.11 TOP=4945.90 8" PVC SANITARY STA.=10+78.49 INV.=4948.49 17.07 LF 12" HP STORM PP @ 1.00% 60.82 LF 12" HP STORM PP @ 1 . 0 0 % HGLEGL 28" 2" ELECTRICAL MAIN 18" WATER SERVICE FIRE SERVICE 18" 94.26 LF 12" HP STORM PP @ 1 . 0 0 % 18" IN L E T C 1 ST A 1 0 + 0 0 . 0 0 FL . E L 4 9 5 4 . 5 ± IN V . I N 4 9 4 5 . 5 0 ( N ) IN V . I N 4 9 4 7 . 2 6 ( W ) IN V . O U T 4 9 4 5 . 4 0 ( E ) BA S I N C 1 - 1 ( 3 0 " ∅) ST A 1 0 + 3 0 . 3 7 RI M 4 9 5 5 . 9 ± IN V . I N 4 9 4 8 . 2 7 ( S ) IN V . O U T 4 9 4 8 . 1 7 ( E ) BA S I N C 1 - 2 ( 3 0 " ∅) ST A 1 0 + 6 8 . 4 9 RI M 4 9 5 6 . 8 ± IN V . I N 4 9 5 1 . 6 5 ( S ) IN V . I N 4 9 4 9 . 5 0 ( W ) IN V . O U T 4 9 4 9 . 4 2 ( N ) BA S I N C 1 - 3 ( 1 5 " ∅) ST A 1 1 + 3 1 . 5 7 RI M 4 9 5 9 . 1 ± IN V . I N 4 9 5 3 . 7 4 ( S ) IN V . I N 4 9 5 4 . 2 4 ( W ) IN V . O U T 4 9 5 3 . 5 4 ( N ) IN L E T C 1 - 4 ST A 1 1 + 9 2 . 3 9 FL . E L 4 9 5 8 . 3 ± IN V . I N 4 9 5 4 . 5 5 ( E ) IN V . O U T 4 9 5 4 . 3 5 ( N ) IN L E T C 1 - 6 ST A 1 3 + 0 3 . 7 1 FL . E L 4 9 5 8 . 4 ± IN V . O U T 4 9 5 5 . 6 7 ( W ) TE E C 1 - 5 ST A 1 2 + 8 6 . 6 4 IN V . 4 9 5 5 . 5 0 ( E ) IN V . 4 9 5 5 . 6 6 ( S ) IN V . 4 9 5 5 . 5 0 ( 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 E FD C TF G G G 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 S S EEEEE E E E E E E E FW E E E E E MONITORI N G W E L L TRAFFIC R A T E D TF E E EE E TSALPOLYN D D D ONOTPOLL TE UCTILEIRON RAINSTOWATERWAYS U E 8" W 8" W 8" W 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+00.00 N: 1462062.88 E: 3123829.19 30.37 LF 24" HP STORM PP @ 3.00% BASIN C1-1 (30" ∅) STA 10+30.37 N: 1462058.04 E: 3123799.21 38.12 LF 24" HP STORM PP @ 3.00% BASIN C1-2 (30" ∅) STA 10+68.49 N: 1462019.92 E: 3123799.21 63 . 0 8 L F 1 2 " H P S T O R M P P @ 3 . 0 0 % BASIN C1-3 (15" ∅) STA 11+31.57 N: 1461956.86 E: 3123797.57 INLET C1-4 STA 11+92.39 N: 1461896.04 E: 3123797.57 STORM LINE C SEE SHEET ST5 STORM LINE E SEE SHEET ST9 STORM LINE P SEE SHEET ST7 17.07 LF 12" HP STORM PP @ 1.00% 60 . 8 2 L F 1 2 " H P S T O R M P P @ 1 . 0 0 % INLET C1-6 STA 13+03.71 N: 1461896.04 E: 3123908.90 TEE C1-5 STA 12+86.64 N: 1461896.04 E: 3123891.83 94.26 LF 12" HP STORM PP @ 1.00% 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST7 PL A N & P R O F I L E ST O R M D R A I N C 1 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 FDC TF G G G G 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 S S EEEEE E E E E E E E FW E E E E E MONITORI N G W E L L TRAFFIC R A T E D TF E E E EE E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U 8" W 8" W8" W 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 32.43 LF 10" HDPE @ 0.41% 25.44 LF 10" HDPE @ 0.75% STORM LINE C SEE SHEET ST5 STORM LINE C1 SEE THIS SHEET ST7 STORM LINE E SEE SHEET ST9 10' UE 58.83 LF 10" HDPE @ 0.75% 16.31 LF 10" HDPE @ 0.75% 26.17 LF 10" HDPE @ 0.75% 16.51 LF 10" HDPE @ 0.75% 18.29 LF 10" HDPE @ 0.75% 17.43 LF 10" HDPE @ 0.75% BASIN P8 (15" ∅) STA 12+11.41 N: 1461899.77 E: 3123707.42 INLET P1 STA 10+32.43 N: 1462019.92 E: 3123766.78 BASIN C1-2 (30" ∅) STA 10+68.49 N: 1462019.92 E: 3123799.21 BASIN P2 (15" ∅) STA 10+91.26 N: 1462019.92 E: 3123707.95 4940 4945 4950 4955 4960 4965 4970 4975 4940 4945 4950 4955 4960 4965 4970 4975 9+50 10+00 11+00 12+00 13+00 EXISTING GROUND PROPOSED GROUND 25.44 LF 10" HDPE @ 0.75% 32.43 LF 10" HDPE @ 0.41% 8" PVC SANITARY STA.=11+01.26 INV.=4948.12 58.83 LF 10" HDPE @ 0.75% 18.29 LF 10" HDPE @ 0.75% 17.43 LF 10" HDPE @ 0.75% 16.51 LF 10" HDPE @ 0.75% 16.31 LF 10" HDPE @ 0.75% 26.17 LF 10" HDPE @ 0.75% HGL EGL 24" 6" PVC SANITARY STA.=10+51.76 INV.=4948.64 14" BA S I N C 1 - 2 ( 3 0 " ∅) ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 6 . 8 ± IN V . I N 4 9 5 1 . 6 5 ( S ) IN V . I N 4 9 4 9 . 5 0 ( W ) IN V . O U T 4 9 4 9 . 4 2 ( N ) TE E P 7 ST A 1 1 + 9 3 . 1 2 IN V . 4 9 5 1 . 6 5 ( S ) IN V . 4 9 5 1 . 8 2 ( E ) IN V . 4 9 5 1 . 6 5 ( N ) TE E P 6 ST A 1 1 + 7 5 . 6 9 IN V . 4 9 5 1 . 5 2 ( S ) IN V . 4 9 5 1 . 6 9 ( E ) IN V . 4 9 5 1 . 5 2 ( N ) TE E P 5 ST A 1 1 + 5 9 . 1 8 IN V . 4 9 5 1 . 4 0 ( S ) IN V . 4 9 5 1 . 4 8 ( E ) IN V . 4 9 5 1 . 4 0 ( N ) TE E P 4 ST A 1 1 + 3 3 . 0 0 IN V . 4 9 5 1 . 2 0 ( S ) IN V . 4 9 5 1 . 3 7 ( E ) IN V . 4 9 5 1 . 2 0 ( N ) IN L E T P 1 ST A 1 0 + 3 2 . 4 3 FL . E L 4 9 5 5 . 0 ± IN V . I N 4 9 5 0 . 3 5 ( W ) IN V . O U T 4 9 4 9 . 6 3 ( E ) BA S I N P 2 ( 1 5 " ∅) ST A 1 0 + 9 1 . 2 6 RI M 4 9 5 4 . 7 ± IN V . I N 4 9 5 0 . 8 9 ( S ) IN V . I N 4 9 5 0 . 8 9 ( N ) IN V . O U T 4 9 5 0 . 7 9 ( E ) BA S I N P 8 ( 1 5 " ∅) ST A 1 2 + 1 1 . 4 1 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 5 2 . 1 2 ( E ) IN V . O U T 4 9 5 1 . 7 9 ( N ) TE E P 3 ST A 1 1 + 1 6 . 7 0 IN V . 4 9 5 1 . 0 8 ( S ) IN V . 4 9 5 1 . 2 5 ( E ) IN V . 4 9 5 1 . 0 8 ( N ) 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST8 PL A N & P R O F I L E ST O R M D R A I N P 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH STORM DRAIN P KEYMAP ST7 ST8 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 24 " W 24 " W 24 " W 24 " W 24 " W 24 " W E FD C G G G 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 E E BUILDING 1000 BUILDING 3000 30' UTILITY EASEMENT 26' D, U, EA EASEMENT 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT 74 . 7 8 L F 1 0 " H D P E @ 0 . 6 0 % STORM LINE C SEE SHEET ST5 23.98 LF 10" HDPE @ 0.60% 25.88 LF 10" HDPE @ 0.60% BASIN E4 (12" ∅) STA ??? N: 1462144.56 E: 3123708.50 BASIN P2 (15" ∅) STA ??? N: 1462019.92 E: 3123707.95 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 12+00 12+50 74.78 LF 10" HDPE @ 0.60% EXISTING GROUND TE E E 1 ST A 1 0 + 7 4 . 7 8 IN V . 4 9 5 1 . 3 4 ( N ) IN V . 4 9 5 1 . 5 1 ( E ) IN V . 4 9 5 1 . 3 4 ( S ) TE E E 2 ST A 1 0 + 9 8 . 7 6 IN V . 4 9 5 1 . 4 8 ( N ) IN V . 4 9 5 1 . 6 5 ( E ) IN V . 4 9 5 1 . 4 8 ( S ) 23.98 LF 10" HDPE @ 0.60% 25.88 LF 10" HDPE @ 0.60% PROPOSED GROUND EGL HGL BA S I N E 4 ( 1 2 " ∅) ST A ? ? ? RI M 4 9 5 5 . 2 ± IN V . I N 4 9 5 1 . 9 7 ( E ) IN V . O U T 4 9 5 1 . 6 4 ( S ) BA S I N P 2 ( 1 5 " ∅) ST A ? ? ? RI M 4 9 5 4 . 7 ± IN V . I N 4 9 5 0 . 8 9 ( S ) IN V . I N 4 9 5 0 . 8 9 ( N ) IN V . O U T 4 9 5 0 . 7 9 ( E ) 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST9 PL A N & P R O F I L E ST O R M D R A I N E 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 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH STORM DRAIN E PROFILE SCALE: KEYMAP ST9 ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 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 8 ( 4 8 " ∅) 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 7 . 6 9 ( S ) BA S I N G 2 ( 2 4 " ∅) ST A 1 1 + 1 8 . 6 2 RI M 4 9 5 5 . 6 ± 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 5 ( 1 5 " ∅) 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 6 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" HP STORM PP @ 1.00% 108.83 LF 18" HP STORM PP @ 1 . 0 0 % 62.27 LF 12" H P S T O R M P P @ 2 . 5 8 % 62.41 LF 12" HP STORM PP @ 1 . 0 0 % 20.85 LF 12" HP STORM PP @ 5.00% PROPOSED GROUND EXISTING GROUND 20.16 LF 12" HP STORM PP @ 1.00% TE E G 4 ST A 1 2 + 4 3 . 3 0 IN V . 4 9 5 2 . 2 2 ( E ) IN V . 4 9 5 2 . 4 7 ( S ) IN V . 4 9 5 2 . 2 2 ( W ) TE E G 1 ST A 1 0 + 0 9 . 7 9 IN V . 4 9 4 8 . 3 3 ( 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 3 ( 1 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 . 4 0 ( N ) 2" ELECTRICAL MAIN 18" IRR IRR E EE FDC TF TF GG GG G 8" W 8" W 8" W 8" W 8" W E E E E F TF S EE E E E EE E E E E E E E E E LEM A Y A V E N U E BUILDING 5000 26' D, U, EA EASEMENT 10' UE 30' ELCO NON-EXCLUSIVE EASEMENT STMH C8 (48" ∅) 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" HP STORM PP @ 1.00% 108.83 LF 18" HP STORM PP @ 1.00% BASIN G2 (24" ∅) STA 11+18.62 N: 1462445.07 E: 3123954.83 62 . 2 7 L F 1 2 " H P S T O R M P P @ 2 . 5 8 % 62.41 LF 12" HP STORM PP @ 1.00% BASIN G5 (15" ∅) STA 12+63.46 N: 1462382.80 E: 3124037.40 20.85 LF 12" HP STORM PP @ 5.00% INLET G6 STA 12+84.31 N: 1462367.90 E: 3124051.98 17.16 LF 8" HDPE @ 3.00% INLET G3-1 INV. =4952.12 (NE) STORM LINE H SEE SHEET ST12 20.16 LF 12" HP STORM PP @ 1.00% BASIN G3 (15" ∅) STA 11+80.89 N: 1462382.80 E: 3123954.83 TEE G4 STA 12+43.30 N: 1462382.80 E: 3124017.24 14.79 LF 6" HDPE @ 5.00% INLET G4-1 INV. =4953.21 (N) 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 3 ( 3 6 " ∅) ST A 1 0 + 0 0 . 0 0 RI M 4 9 5 5 . 0 ± IN V . I N 4 9 4 8 . 0 3 ( N E ) IN V . I N 4 9 4 8 . 5 3 ( N ) IN V . O U T 4 9 4 7 . 5 3 ( W ) IN L E T N 1 ST A 1 0 + 9 7 . 0 1 FL . E L 4 9 5 1 . 0 ± IN V . O U T 4 9 4 8 . 3 2 ( S W ) EXISTING GROUND PROPOSED GROUND 97.01 LF 12" HP STORM PP @ 0.30% EGL HGL WATER SERVICE FIRE SERVICE 18" IR R IR R E E E E IR R IR R IR R E FDC FDC G G G W F E E E E E E E E E E 8" W 8" W 8" W 8" W IR TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U E E E E UG U UG U UG U UG U BUILDING 4000 DOG PARK 26' FL-FL 30' ELCO NON-EXCLUSIVE EASEMENT TRACT A D, U, EA 10' UE BASIN F3 (36" ∅) STA 10+00.00 N: 1462250.23 E: 3124134.69 INLET N1 STA 10+97.01 N: 1462300.04 E: 3124217.93 STORM LINE F SEE SHEET ST10 500-YEAR FLOODPLAIN 97.0 1 L F 1 2 " H P S T O R M P P @ 0 . 3 0 % LE M A Y A V E N U E 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST11 PL A N & P R O F I L E ST O R M D R A I N N & G 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH STORM DRAIN G PROFILE SCALE: STORM DRAIN N KEYMAP LEFT ST10 RIGHT 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 5 ( 7 2 " ∅) ST A 1 0 + 0 0 . 0 0 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 . 6 2 ( E ) IN V . I N 4 9 4 9 . 7 1 ( W ) IN V . O U T 4 9 4 6 . 3 7 ( S ) IN L E T F 2 ST A 1 2 + 1 1 . 7 4 FL . E L 4 9 5 4 . 7 ± IN V . I N 4 9 4 7 . 2 5 ( E ) IN V . O U T 4 9 4 7 . 2 5 ( S W ) BA S I N F 3 ( 3 6 " ∅) ST A 1 3 + 0 3 . 5 4 RI M 4 9 5 5 . 0 ± IN V . I N 4 9 4 8 . 0 3 ( N E ) IN V . I N 4 9 4 8 . 5 3 ( N ) IN V . O U T 4 9 4 7 . 5 3 ( W ) IN L E T F 7 ST A 1 4 + 5 4 . 2 6 FL . E L 4 9 5 1 . 1 ± IN V . O U T 4 9 4 9 . 1 2 ( W ) 42.15 LF 24" HP STORM PP @ 0.30% 61.37 LF 12" HP STORM PP @ 0.35% 45.10 LF 10" HDPE @ 0.50% PROPOSED GROUND 8" PVC WATER STA.=13+18.75 TOP=4946.98 3.20 LF 12" HP STORM PP @ 0.35% BA S I N F 6 ( 1 5 " ∅) ST A 1 4 + 0 9 . 1 6 RI M 4 9 5 7 . 4 ± IN V . I N 4 9 4 8 . 9 0 ( E ) IN V . I N 4 9 5 2 . 3 1 ( N W ) IN V . O U T 4 9 4 8 . 9 0 ( S ) TE E F 4 ST A 1 3 + 6 4 . 9 0 IN V . 4 9 4 8 . 7 4 ( N ) IN V . 4 9 4 8 . 9 9 ( W ) IN V . 4 9 4 8 . 7 4 ( S ) 91.80 LF 24" HP STORM PP @ 0.30% 169.60 LF 24" HP STORM PP @ 0.30% BA S I N F 1 ( 3 6 " ∅) ST A 1 1 + 6 9 . 6 0 RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 8 . 1 2 ( S E ) IN V . I N 4 9 4 7 . 1 2 ( N E ) IN V . O U T 4 9 4 7 . 1 2 ( W ) EGL HGL 18" 6" PVC SANITARY STA.=10+81.73 INV.=4950.60 18" 2" ELECTRICAL MAIN 18" EXISTING GROUND 41.05 LF 12" HP STORM PP @ 0.35% GAS SERVICE 6" PVC STA.=11+57.23 INV.=4950.88 19" TE E F 5 ST A 1 4 + 0 5 . 9 5 IN V . 4 9 4 8 . 8 8 ( N ) IN V . 4 9 4 9 . 1 4 ( W ) IN V . 4 9 4 8 . 8 8 ( S ) IR R IR R IR R E E EE FDC FDC TF GG GGG G 8" W 8" W 8" W 8" W 8" W 8" W W F E E E E E E E E E E E E E E E E E E E E E F 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 S TF IR TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U S EE E E E 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 STORM LINE C SEE SHEET ST5 STORM LINE G SEE SHEET ST11 STORM LINE L SEE SHEET ST14UTILITY EASEMENT (WIDTH VARIES) STORM LINE N SEE SHEET ST11 STMH C5 (72" ∅) STA 10+00.00 N: 1462230.95 E: 3123836.21 42.15 LF 24" HP STORM PP @ 0.30% INLET F2 STA 12+11.74 N: 1462250.14 E: 3124042.89 61 . 3 7 L F 12 " H P S T O R M P P @ 0 . 3 5 % 45.10 LF 10" HDPE @ 0.50% BASIN F6 (15" ∅) STA 14+09.16 N: 1462355.85 E: 3124135.19 INLET F7 STA 14+54.26 N: 1462357.17 E: 3124180.27 3.20 LF 12" HP STORM PP @ 0.35% 91.80 LF 24" HP STORM PP @ 0.30% 169.60 LF 24" HP STORM PP @ 0.30% BASIN F1 (36" ∅) STA 11+69.60 N: 1462230.11 E: 3124005.80 TEE F4 STA 13+64.90 N: 1462311.60 E: 3124134.98 41.05 LF 12" HP STORM PP @ 0.35% BASIN F3 (36" ∅) STA 13+03.54 N: 1462250.23 E: 3124134.69 TEE F5 STA 14+05.95 N: 1462352.65 E: 3124135.17 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST10 PL A N & P R O F I L E ST O R M D R A I N F 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH STORM DRAIN F KEYMAP ST11 ST10 ST11 E D E FD C TF TF G G G 8" W 8" W 8" W 8" W F W TF TF E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U S E EEE E E E BUILDING 6000 26' D, U, EA EASEMENT TEE G1 STA 10+00.00 N: 1462445.07 E: 3123846.00 TEE H1 STA 10+51.04 N: 1462496.11 E: 3123846.08 INLET H1-1 INV. =4949.88 (E) INLET H2-1 INV. =4949.94 (E) TEE H2 STA 10+91.86 N: 1462536.92 E: 3123846.14 TEE H4 STA 11+70.27 N: 1462614.42 E: 3123853.68 INLET H6 STA 12+20.46 N: 1462663.13 E: 3123865.80 INLET H4-1 INV. =4950.43 (E) BASIN H11 (10" ∅) STA 13+29.38 N: 1462707.36 E: 3123771.99 BASIN H7 (10" ∅) STA 12+52.57 N: 1462688.81 E: 3123846.52 BASIN H3 (15" ∅) STA 11+39.37 N: 1462584.44 E: 3123846.22 51 . 0 4 L F 15 " H P S T O R M P P @ 0 . 5 0 % 33.50 LF 8" HDPE @ 3.00% 28.58 LF 8" HDPE @ 3.00% 40 . 8 1 L F 15 " H P S T O R M P P @ 0 . 5 0 % 47 . 5 2 L F 15 " H P S T O R M P P @ 0 . 5 0 % 30 . 8 9 L F 15 " H P S T O R M P P @ 0 . 5 0 % 35 . 7 4 L F 15 " H P S T O R M P P @ 0 . 5 0 % 25.25 LF 8" HDPE @ 3.00% 13.95 LF 8" HDPE @ 0.75% 37.89 LF 8" HDPE @ 0.75% 7.87 LF 8" HDPE @ 0.75% 32.11 LF 8" HDPE @ 0.75% 14.45 LF 15" HP STORM PP @ 0.50% TEE H5 STA 12+06.01 N: 1462649.10 E: 3123862.31 17.10 LF 8" HDPE @ 0.75% TEE H8 STA 12+69.67 N: 1462692.94 E: 3123829.93 TEE H10 STA 13+15.43 N: 1462703.99 E: 3123785.52 TEE H9 STA 12+77.54 N: 1462694.84 E: 3123822.29 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( S W ) ST M H B 2 ( 6 0 " ∅) 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 . 3 7 ( S E ) IN V . O U T 4 9 4 5 . 3 7 ( S W ) BA S I N I 3 ( 1 8 " ∅) 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 . I N 4 9 5 1 . 4 2 ( N W ) IN V . O U T 4 9 4 8 . 9 5 ( S E ) IN L E T I 4 ST A 1 1 + 2 8 . 9 4 FL . E L 4 9 5 5 . 2 ± IN V . O U T 4 9 5 0 . 5 3 ( N E ) TE E I 1 ST A 1 0 + 1 7 . 5 3 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 . 9 4 ( N E ) IN V . 4 9 4 8 . 6 9 ( S E ) 74.30 LF 12" HP S T O R M P P @ 2 . 0 0 % 8.54 LF 12" HP STORM PP @ 3.00% 28.58 LF 12" HP STORM PP @ 3.00% 17.53 LF 12" HP STORM PP @ 3.00% EGL HGL E E E TF TF TF G G W F E E E E E E E E E E E E E E E E E S TF TF TF D D OLLTE UCTILEIRON RAINSTO U E BUILDING 4000 26' D, U, EA EASEMENT 10' UE 10' UE DRAINAGE EASEMENT (WIDTH VARIES) STORM LINE J SEE SHEET ST13 UTILITY EASEMENT (WIDTH VARIES) STORM LINE L SEE SHEET ST14 INLET I4 STA 11+28.94 N: 1462092.73 E: 3124108.93 BASIN I3 (18" ∅) STA 10+54.64 N: 1462123.28 E: 3124176.66 TEE I1 STA 10+17.53 N: 1462089.44 E: 3124191.92 STMH B2 (60" ∅) STA 10+00.00 N: 1462073.47 E: 3124199.13 INLET I1-1 INV. =4951.13 (SW) INLET I3-1 INV. =4951.30 (SW) 39.17 LF 8" HDPE @ 8.00% 17.53 LF 12" HP STORM PP @ 3.00% 28.58 LF 12" HP STORM PP @ 3.00% 8.54 LF 12" HP STORM PP @ 3.00% 49.72 LF 10" HDPE @ 4.20% 74.30 L F 1 2 " H P S T O R M P P @ 2 . 0 0 % TEE I2 STA 10+46.11 N: 1462115.50 E: 3124180.17 39.20 LF 8" HDPE @ 7.30% INLET I2-1 INV. =4951.80 (SW) INLET I3-N1 INV. =4952.00 (SE) 29.05 LF 10" HDPE @ 2.00% 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+60 51.04 LF 15" HP STORM PP @ 0.50% 40.81 LF 15" HP STORM PP @ 0.50% 47.52 LF 15" HP STORM PP @ 0.50% 30.89 LF 15" HP STORM PP @ 0.50% 35.74 LF 15" HP STORM PP @ 0.50% PROPOSED GROUND 14.45 LF 15" HP STORM PP @ 0.50% EXISTING GROUND EGL HGL TE E G 1 ST A 1 0 + 0 0 . 0 0 IN V . 4 9 4 8 . 3 3 ( N ) IN V . 4 9 4 8 . 2 1 ( E ) IN V . 4 9 4 8 . 2 1 ( W ) IN L E T H 6 ST A 1 2 + 2 0 . 4 6 FL . E L 4 9 5 4 . 4 ± IN V . I N 4 9 4 9 . 8 4 ( N W ) IN V . O U T 4 9 4 9 . 6 4 ( S ) TE E H 1 ST A 1 0 + 5 1 . 0 4 IN V . 4 9 4 8 . 5 9 ( N ) IN V . 4 9 4 8 . 8 8 ( W ) IN V . 4 9 4 8 . 5 9 ( S ) TE E H 2 ST A 1 0 + 9 1 . 8 6 IN V . 4 9 4 8 . 7 9 ( N ) IN V . 4 9 4 9 . 0 8 ( W ) IN V . 4 9 4 8 . 7 9 ( S ) TE E H 5 ST A 1 2 + 0 6 . 0 1 IN V . 4 9 4 9 . 5 6 ( N ) IN V . 4 9 4 9 . 9 4 ( W ) IN V . 4 9 4 9 . 5 6 ( S ) TE E H 4 ST A 1 1 + 7 0 . 2 7 IN V . 4 9 4 9 . 3 8 ( N ) IN V . 4 9 4 9 . 6 8 ( W ) IN V . 4 9 4 9 . 3 8 ( S ) BA S I N H 3 ( 1 5 " ∅) ST A 1 1 + 3 9 . 3 7 RI M 4 9 5 4 . 8 ± IN V . I N 4 9 4 9 . 2 3 ( N ) IN V . O U T 4 9 4 9 . 0 3 ( S ) 32.11 LF 8" HDPE @ 0.75% BA S I N H 7 ( 1 0 " ∅) ST A 1 2 + 5 2 . 5 7 RI M 4 9 5 4 . 4 ± IN V . I N 4 9 5 0 . 2 8 ( W ) IN V . O U T 4 9 5 0 . 0 8 ( S E ) 17.10 LF 8" HDPE @ 0.75% TE E H 8 ST A 1 2 + 6 9 . 6 7 RI M 4 9 5 1 . 2 ± IN V . I N 4 9 5 0 . 4 0 ( W ) IN V . I N 4 9 5 0 . 4 9 ( S ) IN V . O U T 4 9 5 0 . 4 0 ( E ) 7.87 LF 8" HDPE @ 0.75% TE E H 9 ST A 1 2 + 7 7 . 5 4 RI M 4 9 5 1 . 2 ± IN V . I N 4 9 5 0 . 5 5 ( S ) IN V . I N 4 9 5 0 . 4 6 ( W ) IN V . O U T 4 9 5 0 . 4 6 ( E ) 37.89 LF 8" HDPE @ 0.75% TE E H 1 0 ST A 1 3 + 1 5 . 4 3 RI M 4 9 5 1 . 5 ± IN V . I N 4 9 5 0 . 7 5 ( W ) IN V . I N 4 9 5 0 . 8 3 ( S ) IN V . O U T 4 9 5 0 . 7 5 ( E ) 13.95 LF 8" HDPE @ 0.75% BA S I N H 1 1 ( 1 0 " ∅) ST A 1 3 + 2 9 . 3 8 RI M 4 9 5 4 . 2 ± IN V . I N 4 9 5 1 . 0 2 ( S ) IN V . O U T 4 9 5 0 . 8 5 ( E ) 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST12 PL A N & P R O F I L E ST O R M D R A I N S H & I 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 1 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 3 ( 1 5 " ∅) ST A 1 1 + 2 8 . 5 3 RI M 4 9 5 1 . 7 ± IN V . I N 4 9 4 8 . 2 5 ( N W ) IN V . O U T 4 9 4 8 . 0 9 ( S ) BA S I N J 1 0 ( 1 2 " ∅) ST A 1 3 + 0 6 . 3 5 RI M 4 9 5 3 . 3 ± IN V . I N 4 9 4 9 . 2 4 ( S W ) IN V . O U T 4 9 4 9 . 1 4 ( S E ) 68.17 LF 12" HP STORM PP @ 0.50% BA S I N J 2 ( 1 8 " ∅) ST A 1 1 + 0 6 . 7 8 RI M 4 9 5 5 . 2 ± IN V . I N 4 9 4 8 . 1 5 ( S E ) IN V . I N 4 9 4 7 . 9 8 ( N ) IN V . O U T 4 9 4 7 . 9 8 ( S W ) 38.61 LF 12" HP STORM PP @ 0.50% 33.86 LF 10" HDPE @ 0.50% 16.48 LF 10" HDPE @ 0.50% 28.32 LF 10" HDPE @ 0.50% 23.61 LF 10" HDPE @ 0.50% 24.73 LF 10" HDPE @ 0.50% 26.13 LF 10" HDPE @ 0.50% 24.68 LF 10" HDPE @ 0.50% TE E J 9 ST A 1 2 + 8 0 . 2 2 IN V . 4 9 4 9 . 0 1 ( N W ) IN V . 4 9 4 9 . 1 8 ( S W ) IN V . 4 9 4 9 . 0 1 ( S E ) TE E J 8 ST A 1 2 + 5 5 . 5 4 IN V . 4 9 4 8 . 8 9 ( N W ) IN V . 4 9 4 9 . 0 6 ( S W ) IN V . 4 9 4 8 . 8 9 ( S E ) TE E J 7 ST A 1 2 + 3 0 . 8 1 IN V . 4 9 4 8 . 7 7 ( N W ) IN V . 4 9 4 8 . 9 3 ( S W ) IN V . 4 9 4 8 . 7 7 ( S E ) TE E J 5 ST A 1 1 + 7 8 . 8 7 IN V . 4 9 4 8 . 6 7 ( S W ) IN V . 4 9 4 8 . 5 1 ( N W ) IN V . 4 9 4 8 . 5 1 ( S E ) TE E J 4 ST A 1 1 + 6 2 . 3 9 IN V . 4 9 4 8 . 4 2 ( N W ) IN V . 4 9 4 8 . 5 9 ( S W ) IN V . 4 9 4 8 . 4 2 ( S E ) TE E J 6 ST A 1 2 + 0 7 . 2 0 IN V . 4 9 4 8 . 6 5 ( N W ) IN V . 4 9 4 8 . 8 2 ( S W ) IN V . 4 9 4 8 . 6 5 ( S E ) EGL HGL 21.75 LF 12" HP STORM PP @ 0.50% 2" ELECTRICAL MAIN 18" E E E E E E E E IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E FDC TF TF G G G W F E E E E E E E E E E E E E 8" W TF TF TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U E E E BUILDING 4000 10' UE INLET B3 STA 10+00.00 N: 1462037.15 E: 3124215.51 INLET J1 STA 10+68.17 N: 1462065.18 E: 3124277.65 BASIN J3 (15" ∅) STA 11+28.53 N: 1462101.40 E: 3124320.54 BASIN J2 STA 11+06.78 N: 1462081.06 E: 3124312.84 BASIN J10 (12" ∅) STA 13+06.35 N: 1462263.44 E: 3124247.30 LE M A Y A V E N U E 68.17 L F 1 2 " H P S T O R M P P @ 0 . 5 0 % 38.61 L F 12" H P S T O R M P P @ 0.50 % 21 . 7 5 L F 12 " H P S T O R M P P @ 0 . 5 0 % 33.86 LF 10" HDPE @ 0.50% 16.48 LF 10" HDPE @ 0.50% 28.32 LF 10" HDPE @ 0.50% 23.61 LF 10" HDPE @ 0.50% 24.73 LF 10" HDPE @ 0.50% 24.68 LF 10" HDPE @ 0.50% 26.13 LF 10" HDPE @ 0.50% STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST10 STORM LINE I SEE SHEET ST12 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST13 PL A N & P R O F I L E ST O R M D R A I N J 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 1 0 ( 1 2 " ∅) ST A 1 4 + 3 7 . 6 8 RI M 4 9 5 6 . 2 ± 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 ( 1 2 " ∅) ST A 1 0 + 7 8 . 0 5 RI M 4 9 5 1 . 3 ± IN V . I N 4 9 4 8 . 8 7 ( S ) IN V . O U T 4 9 4 8 . 7 7 ( N W ) EXISTING GROUND PROPOSED GROUND BA S I N J 2 ( 1 8 " ∅) ST A ? ? ? RI M 4 9 5 5 . 2 ± IN V . I N 4 9 4 8 . 1 5 ( S E ) IN V . I N 4 9 4 7 . 9 8 ( N ) IN V . O U T 4 9 4 7 . 9 8 ( S W ) 78.05 LF 10" HDPE @ 0.80% 60.44 LF 10" HDPE @ 1.00% TE E K 2 ST A 1 1 + 3 8 . 4 9 IN V . 4 9 4 9 . 4 7 ( S ) IN V . 4 9 4 9 . 6 4 ( W ) IN V . 4 9 4 9 . 4 7 ( N ) TE E K 3 ST A 1 1 + 6 2 . 4 2 IN V . 4 9 4 9 . 7 1 ( S ) IN V . 4 9 5 0 . 0 5 ( W ) IN V . 4 9 4 9 . 7 1 ( N ) TE E K 4 ST A 1 2 + 3 9 . 0 1 IN V . 4 9 5 0 . 4 8 ( S ) IN V . 4 9 5 0 . 6 5 ( W ) IN V . 4 9 5 0 . 4 8 ( N ) 34.15 LF 10" HDPE @ 1.00% 76.59 LF 10" HDPE @ 1.00% 23.93 LF 10" HDPE @ 1.00% BA S I N K 5 ( 1 2 " ∅) ST A 1 2 + 7 3 . 1 6 RI M 4 9 5 4 . 1 ± IN V . I N 4 9 5 0 . 9 2 ( W ) IN V . O U T 4 9 5 0 . 8 2 ( N ) 24.39 LF 8" HDPE @ 1.15% TE E K 9 ST A 1 4 + 1 3 . 1 2 IN V . 4 9 5 2 . 5 3 ( W ) IN V . 4 9 5 2 . 6 1 ( N ) IN V . 4 9 5 2 . 5 3 ( E ) 24.56 LF 8" HDPE @ 1.15% EGL HGL 2" ELECTRICAL MAIN 18" 84.41 LF 8" HDPE @ 1.15% 18.53 LF 8" HDPE @ 1.15% 12.63 LF 8" HDPE @ 1.15% TE E K 6 ST A 1 3 + 5 7 . 5 7 IN V . 4 9 5 1 . 8 9 ( W ) IN V . 4 9 5 1 . 9 8 ( N ) IN V . 4 9 5 1 . 8 9 ( E ) TE E K 7 ST A 1 3 + 7 0 . 2 1 IN V . 4 9 5 2 . 0 4 ( W ) IN V . 4 9 5 2 . 1 2 ( N ) IN V . 4 9 5 2 . 0 4 ( E ) TE E K 8 ST A 1 3 + 8 8 . 7 3 IN V . 4 9 5 2 . 2 5 ( W ) IN V . 4 9 5 2 . 3 3 ( N ) IN V . 4 9 5 2 . 2 5 ( E ) UD UD UD UD UD UD UD 8" SS 8" SS S E E F W E E TF TF 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 E E EEEEEE E D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E FDC TF TF G G G G EX-INLET RIM = 4946.75 INV OUT = 4941.81 (E) 15.00 SLOPE & UTILITY EASEMENT (REC. #20180037021) 50.00 DRAINAGE & UTILITY EASEMENT (REC #20180037022) 500-YEAR FLOODPLAIN BUILDING 2000 EXISTING NECCO BACKBONE STORM LINE A1 12'x4' RCBC @ 0.21% 10.00 UE EXISTING 18" RCP STORM DRAIN STORMTECH OUTFALL A SEE SHEET ST1 BASIN K10 (12" ∅) STA 14+37.68 N: 1461814.80 E: 3124180.42 BASIN K5 (12" ∅) STA 12+73.16 N: 1461814.80 E: 3124344.94 BASIN K1 (12" ∅) STA 10+78.05 N: 1462009.91 E: 3124344.94 BASIN J2 (18" ∅) STA 10+00.00 N: 1462081.06 E: 3124312.84 78 . 0 5 L F 1 0 " H D P E @ 0 . 8 0 % 60 . 4 4 L F 1 0 " H D P E @ 1 . 0 0 % 23.93 LF 10" HDPE @ 1.00% 76 . 5 9 L F 1 0 " H D P E @ 1 . 0 0 % 34.15 LF 10" HDPE @ 1.00% 24.39 LF 8" HDPE @ 1.15% 24.56 LF 8" HDPE @ 1.15% SANITARY LINE B SEE SHEET SS2 STORM LINE I SEE SHEET ST12 84.41 LF 8" HDPE @ 1.15% 12.63 LF 8" HDPE @ 1.15% 18.53 LF 8" HDPE @ 1.15% LE M A Y A V E N U E 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST14 PL A N & P R O F I L E ST O R M D R A I N K 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH STORM DRAIN K KEYMAP ST14 ST15 E E E E E E E E E E 8" SS 8" W 8" W 8" W 8" W 8" W 8" W S TF TSALPOLYN D D D ONOT POLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U S E TF G BUILDING 4000 TRACT A D, U, EA 64 . 6 7 L F 1 2 " H D P E @ 1 . 7 5 % STORM LINE F SEE SHEET ST10 BASIN F1 STA 10+00.00 N: 1462230.11 E: 3124005.80 INLET L1 STA 10+64.67 N: 1462171.45 E: 3124033.02 4940 4945 4950 4955 4960 4965 4970 4940 4945 4950 4955 4960 4965 4970 9+50 10+00 11+00 64.67 LF 12" HDP E @ 1 . 7 5 % EXISTING GROUND PROPOSED GROUND BA S I N F 1 ST A ? ? ? RI M 4 9 5 5 . 7 ± IN V . I N 4 9 4 8 . 1 2 ( S E ) IN V . I N 4 9 4 7 . 1 2 ( N E ) IN V . O U T 4 9 4 7 . 1 2 ( W ) EGL HGL IN L E T L 1 ST A 1 0 + 6 4 . 6 7 FL . E L 4 9 5 6 . 9 ± IN V . O U T 4 9 4 9 . 2 6 ( N W ) 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 ST15 PL A N & P R O F I L E ST O R M D R A I N L 28 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH KEYMAP PROFILE SCALE: STORM DRAIN L ST14 ST15 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 FDC TF G G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EEE E EEEE E E E E E E E E MONITORI N G W E L L TRAFFIC R A T E D TF E E E E E E E E E E E E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U E EE E E E E E E E E E E E E E E E E E E ROOF STUB B21-1 INV. OUT=4953.28 (S) FG=4955.72 BASIN B20-1 INV. IN=4953.69 (N) INV. IN=4953.69 (W) INV. OUT=4952.87 (S) FG=4958.50 ROOF STUB B19-1 INV. OUT=4952.75 (S) FG=4957.87 ROOF STUB B18-1 INV. OUT=4953.54 (S) FG=4958.74 BASIN B21 INV. IN=4952.54 (N) INV. OUT=4952.20 (E) FG=4954.72 TEE B20 INV. IN=4951.87 (W) INV. IN=4952.04 (N) INV. OUT=4951.87 (E) FG=4955.69 TEE B18 INV. IN=4951.70 (W) INV. IN=4951.87 (N) INV. OUT=4951.70 (E) FG=4955.62 TEE B17 INV. IN=4951.38 (W) INV. IN=4951.46 (N) INV. OUT=4951.38 (E) FG=4955.62 TEE B16 INV. IN=4951.23 (W) INV. IN=4951.40 (N) INV. OUT=4951.23 (E) FG=4955.88 TEE B15 INV. IN=4951.04 (W) INV. IN=4951.20 (N) INV. OUT=4951.04 (E) FG=4955.95 TEE B14 INV. IN=4950.82 (W) INV. IN=4950.98 (N) INV. OUT=4950.82 (E) FG=4956.07 TEE B13 INV. IN=4950.68 (W) INV. IN=4950.85 (N) INV. OUT=4950.68 (E) FG=4651.93 TEE B12 INV. IN=4950.50 (W) INV. IN=4950.66 (N) INV. OUT=4950.50 (E) FG=4956.34 ROOF STUB B13-1 INV. OUT=4951.56 (S) FG=4253.86 BASIN B14-1 INV. IN=4953.80 (N) INV. IN=4953.80 (E) INV. OUT=4951.73 (S) FG=4958.48 ROOF STUB B15-1 INV. OUT=4952.26 (S) FG=4959.47 ROOF STUB B16-1 INV. OUT=4952.22 (S) FG=4957.56 BASIN B17-1 INV. IN=4953.57 (NE) INV. IN=4952.67 (W) INV. OUT=4952.18 (S) FG=4957.89 ROOF STUB P8-1 INV. OUT=4952.45 (W) FG=4956.54 6.41 LF 6" HDPE @ 5.00%BASIN P8 INV. IN=4952.12 (E) INV. OUT=4951.79 (N) FG=4955.65 ROOF STUB P7-2 INV. OUT=4952.70 (NW) FG=4958.72 6.29 LF 6" HDPE @ 5.00%TEE P7 INV. IN=4951.65 (S) INV. IN=4951.82 (E) INV. OUT=4951.65 (N) FG=4956.00 ROOF STUB P4-1 INV. OUT=4952.17 (W) FG=4958.70 ROOF STUB P5-3 INV. OUT=4953.88 (NW) FG=4958.88 6.64 LF 6" HDPE @ 2.00% 9.97 LF 6" HDPE @ 8.00% TEE P5 INV. IN=4951.40 (S) INV. IN=4951.48 (E) INV. OUT=4951.40 (N) FG=4956.53 TEE P4 INV. IN=4951.20 (S) INV. IN=4951.37 (E) INV. OUT=4951.20 (N) FG=4956.88 TEE P6 INV. IN=4951.52 (S) INV. IN=4951.69 (E) INV. OUT=4951.52 (N) FG=4956.20 BASIN C1-3 INV. IN=4953.74 (S) INV. IN=4954.24 (W) INV. OUT=4953.54 (N) FG=4959.06 6.27 LF 6" HDPE @ 2.00% INLET C1-3-1 INV. OUT=4954.37 (E) FG=4959.23 ROOF STUB P3-2 INV. OUT=4952.20 (W) FG=4958.45 1.70 LF 6" HDPE @ 8.00% TEE P3 INV. IN=4951.08 (S) INV. IN=4951.25 (E) INV. OUT=4951.08 (N) FG=4956.93 10.17 LF 6" HDPE @ 8.00% ROOF STUB P6-1 INV. OUT=4952.50 (W) FG=4957.84 14.85 LF 6" HDPE @ 5.00% 16.53 LF 6" HDPE @ 5.00% 15.69 LF 6" HDPE @ 5.00% 20.86 LF 6" HDPE @ 8.00% 14.23 LF 8" HDPE @ 5.00%10 . 3 5 L F 6" H D P E @ 8 . 0 0 % 13 . 2 7 L F 6" H D P E @ 8 . 0 0 % 8.83 LF 6" HDPE @ 8.00% 14.88 LF 8" HDPE @ 5.00% 8.44 LF 6" HDPE @ 8.00% STORM LINE B SEE SHEET ST3 STORM LINE C1 SEE SHEET ST7 STORM LINE P SEE SHEET ST8 STORM LINE E SEE SHEET ST9 TEE P3-1 INV. IN=4952.07 (E) INV. IN=4952.07 (S) INV. OUT=4952.07 (W) FG=4958.41 10.25 LF 6" HDPE @ 8.00% 1.91 LF 6" HDPE @ 8.00% ROOF STUB P3-1-1 INV. OUT=4952.22 (N) FG=4958.50 BASIN P5-2 INV. IN=4953.75 (SE) INV. IN=4953.75 (N) INV. OUT=4952.98 (W) FG=4958.67 2.76 LF 6" HDPE @ 2.00% ROOF STUB P5-2-1 INV. OUT=4953.81 (S) FG=4958.86 15.91 LF 8" HDPE @ 8.00% TEE P5-1 INV. IN=4952.76 (E) INV. IN=4952.84 (S) INV. OUT=4952.76 (W) FG=4958.60 3.87 LF 6" HDPE @ 8.00% ROOF STUB P5-1-1 INV. OUT=4953.15 (N) FG=4958.81 2.85 LF 8" HDPE @ 8.00% 11.24 LF 6" HDPE @ 5.00% 45° BEND P7-1 INV. IN=4952.38 (SE) INV. OUT=4952.38 (W) FG=4957.89 TEE B19 INV. IN=4951.80 (W) INV. IN=4951.97 (N) INV. OUT=4951.80 (E) FG=4955.59 ROOF STUB B12-1 INV. OUT=4951.34 (S) FG=4606.73 2.60 LF 6" HDPE @ 2.00% ROOF DRAIN B14-1-1 INV. OUT=4953.85 (W) FG=4958.84 10.57 LF 6" HDPE @ 2.00% 45° BEND B14-2 INV. IN=4954.01 (NW) INV. OUT=4954.01 (S) FG=4958.76 3.66 LF 6" HDPE @ 2.00% ROOF STUB B14-3 INV. OUT=4954.08 (SE) FG=4958.88 4.13 LF 6" HDPE @ 2.00% ROOF STUB B17-1-1 INV. OUT=4952.75 (E) FG=4957.78 8.02 LF 6" HDPE @ 2.00% ROOF STUB B17-2 INV. OUT=4953.73 (SW) FG=4958.91 3.43 LF 6" HDPE @ 2.00% ROOF DRAIN B20-3 INV. OUT=4953.80 (SE) FG=4958.85 45° BEND B20-2 INV. IN=4953.73 (NW) INV. OUT=4953.73 (S) FG=4958.64 2.31 LF 6" HDPE @ 2.00% ROOF STUB B20-1-1 INV. OUT=4953.76 (E) FG=4958.77 3.59 LF 6" HDPE @ 2.00% ROOF STUB C1-5-1 INV. OUT=4955.79 (N) FG=4959.54 6.21 LF 6" HDPE @ 2.00% TEE C1-5 INV. IN=4955.50 (E) INV. IN=4955.66 (S) INV. OUT=4955.50 (W) FG=4959.43 SUNIGA ROAD LI N D E N M E I E R R O A D RD1 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E FDC TF TF G G G G UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD E E E E E E TF TF E E E E E E E E E E E EE 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 E E EE TEE K9 INV. IN=4952.53 (W) INV. IN=4952.61 (N) INV. OUT=4952.53 (E) FG=4956.08 BASIN K10 INV. IN=4952.98 (N) INV. OUT=4952.81 (E) FG=4956.17 ROOF STUB K9-1 INV. OUT=4953.08 (S) FG=4957.27ROOF STUB K10-1 INV. OUT=4953.09 (S) FG=4957.25 TEE K2 INV. IN=4949.47 (S) INV. IN=4949.64 (W) INV. OUT=4949.47 (N) FG=4954.40 ROOF STUB K2-1 INV. OUT=4950.09 (E) FG=4955.71 TEE K3 INV. IN=4949.71 (S) INV. IN=4950.05 (W) INV. OUT=4949.71 (N) FG=4955.48 ROOF STUB K3-1 INV. OUT=4950.49 (E) FG=4956.89 TEE K4 INV. IN=4950.48 (S) INV. IN=4950.65 (W) INV. OUT=4950.48 (N) FG=4955.19 ROOF STUB K4-1 INV. OUT=4951.84 (E) FG=4958.17 INLET B6-1 INV. OUT=4951.99 (NW) FG=4957.93 BASIN B6 INV. IN=4947.18 (W) INV. IN=4948.52 (SE) INV. OUT=4947.08 (N) FG=4957.92 INLET B7-1 INV. OUT=4950.91 (N) FG=4958.23 TEE B7 INV. IN=4947.58 (W) INV. IN=4948.24 (S) INV. OUT=4947.58 (E) FG=4957.73 INLET B5-1 INV. OUT=4950.68 (W) FG=4958.29 TEE B5 INV. IN=4946.86 (S) INV. IN=4947.53 (E) INV. OUT=4946.86 (N) FG=4957.13 33 . 4 0 L F 8 " H D P E @ 8 . 0 0 % 5.54 LF 6" HDPE @ 2.00% 5.83 LF 6" HDPE @ 8.00% 14.90 LF 6" HDPE @ 8.00% 5.56 LF 6" HDPE @ 8.00% 5.62 LF 6" HDPE @ 8.00% 43.4 0 L F 8 " H D P E @ 8 . 0 0 % 39.37 LF 8" HDPE @ 8.00% STORM LINE Q SEE SHEET ST4 STORM LINE B SEE SHEET ST3 STORM LINE K SEE SHEET ST14 TEE K8 INV. IN=4952.25 (W) INV. IN=4952.33 (N) INV. OUT=4952.25 (E) FG=4955.36 6.39 LF 6" HDPE @ 2.00% ROOF STUB K8-1 INV. OUT=4952.46 (S) FG=4956.65 TEE K7 INV. IN=4952.04 (W) INV. IN=4952.12 (N) INV. OUT=4952.04 (E) FG=4955.30 11.09 LF 6" HDPE @ 7.75% 45%% BEND K7-1 INV. IN=4952.98 (NW) INV. OUT=4952.98 (S) FG=4957.54 6.39 LF 6" HDPE @ 7.75% ROOF STUB K7-2 INV. OUT=4953.47 (SE) FG=4958.45 TEE K6 INV. IN=4951.89 (W) INV. IN=4951.98 (N) INV. OUT=4951.89 (E) FG=4955.27 11.04 LF 6" HDPE @ 7.75% 45%% BEND K6-1 INV. IN=4952.83 (NE) INV. OUT=4952.83 (S) FG=4957.53 6.33 LF 6" HDPE @ 7.75% ROOF STUB K6-2 INV. OUT=4953.32 (SW) FG=4958.43 STORM LINE B SEE SHEET ST2 & ST3 SUNIGA ROAD LE M A Y A V E N U E RD2 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E FDC TF TF TF G G G G G 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 E E E E E E E E E E E TF TF TF IR E TSALPOLYN D D D ONOT POLL TE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILE IRON RAINS TOWATERWAYS U E E UG U UG U UG U UG U TEE J4 INV. IN=4948.42 (NW) INV. IN=4948.59 (SW) INV. OUT=4948.42 (SE) FG=4952.49 ROOF STUB J4-1 INV. OUT=4949.04 (NE) FG=4954.09 TEE J5 INV. IN=4948.67 (SW) INV. IN=4948.51 (NW) INV. OUT=4948.51 (SE) FG=4952.58 BASIN J5-1 INV. IN=4950.61 (SW) INV. IN=4950.61 (NW) INV. OUT=4949.26 (NE) FG=4955.52 TEE J6 INV. IN=4948.65 (NW) INV. IN=4948.82 (SW) INV. OUT=4948.65 (SE) FG=4952.75 ROOF STUB J6-1 INV. OUT=4949.26 (NE) FG=4954.26 TEE J7 INV. IN=4948.77 (NW) INV. IN=4948.93 (SW) INV. OUT=4948.77 (SE) FG=4952.69 ROOF STUB J7-1 INV. OUT=4949.86 (NE) FG=4955.77 TEE J8 INV. IN=4948.89 (NW) INV. IN=4949.06 (SW) INV. OUT=4948.89 (SE) FG=4952.71 ROOF STUB J8-1 INV. OUT=4949.16 (NE) FG=4954.18 ROOF STUB J9-1 INV. OUT=4950.39 (NE) FG=4955.88 TEE J9 INV. IN=4949.01 (NW) INV. IN=4949.18 (SW) INV. OUT=4949.01 (SE) FG=4952.44 BASIN J10 INV. IN=4949.24 (SW) INV. OUT=4949.14 (SE) FG=4953.26ROOF STUB J10-1 INV. OUT=4949.73 (NE) FG=4954.73 INLET I1-1 INV. OUT=4951.13 (SW) FG=4956.96 TEE I1 INV. IN=4947.83 (NW) INV. IN=4948.00 (NE) INV. OUT=4947.83 (SE) FG=4955.72 INLET I2-1 INV. OUT=4951.80 (SW) FG=4956.83 TEE I2 INV. IN=4948.69 (NW) INV. IN=4948.94 (NE) INV. OUT=4948.69 (SE) FG=4955.85 INLET I3-1 INV. OUT=4951.30 (SW) FG=4956.30 INLET L1 INV. OUT=4949.26 (NW) FG=4956.89 39.20 L F 8 " H D P E @ 7 . 3 0 % 5.67 LF 6" HDPE @ 8.00% 11.82 LF 8" HDPE @ 5.00% 5.62 LF 6" HDPE @ 8.00% 11.64 LF 6" HDPE @ 8.00% 5.30 LF 6" HDPE @ 2.00% 15.14 LF 6" HDPE @ 8.00% 12.24 LF 6" HDPE @ 3.97% STORM LINE I SEE SHEET ST12 STORM LINE F SEE SHEET ST10 STORM LINE N SEE SHEET ST11 STORM LINE L SEE SHEET ST15 49 . 7 2 L F 1 0 " H D P E @ 4 . 2 0 % BASIN I3 INV. IN=4949.04 (SW) INV. IN=4949.21 (NE) INV. IN=4951.42 (NW) INV. OUT=4948.95 (SE) FG=4955.92 39.17 L F 8 " H D P E @ 8 . 0 0 % ROOF STUB J5-1-1 INV. OUT=4950.68 (SE) FG=4955.80 3.53 LF 6" HDPE @ 2.00% ROOF STUB J5-3 INV. OUT=4950.89 (N) FG=4955.89 3.51 LF 6" HDPE @ 2.00% 45%% BEND J5-2 INV. IN=4950.82 (S) INV. OUT=4950.82 (NE) FG=4955.76 10.47 LF 6" HDPE @ 2.00% LE M A Y A V E N U E TRACT A RD3 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' 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 FO FO FO FO FO FO FO D E FD C G G G G 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 EEEEEE ROOF STUB E1-1 INV. OUT=4951.62 (W) FG=4955.61 5.90 LF 6" HDPE @ 2.00% TEE E1 INV. IN=4951.34 (N) INV. IN=4951.51 (E) INV. OUT=4951.34 (S) FG=4955.25 ROOF STUB E2-1 INV. OUT=4951.77 (W) FG=4956.575.96 LF 6" HDPE @ 2.00% TEE E2 INV. IN=4951.48 (N) INV. IN=4951.65 (E) INV. OUT=4951.48 (S) FG=4955.33 ROOF STUB E4-1 INV. OUT=4952.16 (W) FG=4955.72 9.61 LF 6" HDPE @ 2.00% INLET C4-1 INV. OUT=4947.12 (E) FG=4955.65 BASIN C5-1 INV. OUT=4951.60 (E) FG=4955.60 STORM LINE C SEE SHEET ST5 STORM LINE P SEE SHEET ST8 STORM LINE E SEE SHEET ST9 63.13 LF 8 " H D P E @ 3 . 0 0 % TEE C4 INV. IN=4946.16 (N) INV. IN=4946.91 (W) INV. OUT=4946.16 (S) FG=4954.72 41.85 LF 12" HP STOR M P P @ 0 . 5 0 % 47.71 LF 18" H P S T O R M P P @ 2 . 0 0 % INLET C3 INV. IN=4946.02 (N) INV. IN=4947.02 (E) INV. OUT=4945.82 (S) FG=4954.39 STMH C5 INV. IN=4946.62 (N) INV. IN=4946.62 (E) INV. IN=4949.71 (W) INV. OUT=4946.37 (S) FG=4955.32 INLET C3-1 INV. OUT=4947.97 (W) FG=4955.97 30.00 LF 12" HP STORM PP @ 0.50% INLET C2-1 INV. OUT=4946.52 (E) FG=4956.04 TEE C2 INV. IN=4945.62 (N) INV. IN=4946.37 (W) INV. OUT=4945.62 (S) FG=4954.62 BASIN E4 INV. IN=4951.97 (E) INV. OUT=4951.64 (S) FG=4955.24 TEE P3-1 INV. IN=4952.07 (E) INV. IN=4952.07 (S) INV. OUT=4952.07 (W) FG=4958.41 ROOF STUB P3-1-1 INV. OUT=4952.22 (N) FG=4958.50 TEE P5-1 INV. IN=4952.76 (E) LI N D E N M E I E R R O A D TRACT A RD4 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 IR R IR R IR R IR R IR R IRR IR R IRR IRR IRR EE FDC FDC TF TF TF GG GGG G 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 TF TF IR TSALPOLYN D D D ONOT POLL TE UCTILE IRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINS TO WATERWAYS U E E EEEE EEE 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 12.24 LF 6" HDPE @ 3.97% TEE F4 INV. IN=4948.74 (N) INV. IN=4948.99 (W) INV. OUT=4948.74 (S) FG=4956.73 10.57 LF 6" HDPE @ 8.00% ROOF STUB F4-1 INV. OUT=4949.84 (E) FG=4957.74 INLET F7 INV. OUT=4949.12 (W) FG=4951.14 45.10 LF 10" HDPE @ 0.50% 13.76 LF 6" HDPE @ 5.00% BASIN F6 INV. IN=4948.90 (E) INV. IN=4952.31 (NW) INV. OUT=4948.90 (S) FG=4957.38 ROOF STUB F6-1 INV. OUT=4953.00 (SE) FG=4958.32 33.60 LF 8" HDPE @ 2.00% INLET C6-1 INV. OUT=4948.46 (W) FG=4956.91TEE C6 INV. IN=4947.12 (N) INV. IN=4947.79 (E) INV. OUT=4947.12 (S) FG=4956.60 INLET G6 INV. OUT=4953.80 (NW) FG=4957.03 20. 8 5 L F 12" H P S T O R M P P @ 5 . 0 0 % BASIN G5 INV. IN=4952.76 (SE) INV. OUT=4952.43 (W) FG=4957.45 INLET G4-1 INV. OUT=4953.21 (N) FG=4957.30 14.79 LF 6" HDPE @ 5.00% TEE G4 INV. IN=4952.22 (E) INV. IN=4952.47 (S) INV. OUT=4952.22 (W) FG=4957.45 INLET G3-1 INV. OUT=4952.12 (NE) FG=4956.79 17 . 1 6 L F 8" H D P E @ 3 . 0 0 % INLET C7-1 INV. OUT=4948.72 (W) FG=4957.2834.18 LF 8" HDPE @ 2.00% TEE C7 INV. IN=4947.37 (N) INV. IN=4948.03 (E) INV. OUT=4947.37 (S) FG=4956.40 STORM LINE F SEE SHEET ST10 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE N SEE SHEET ST11 STORM LINE L SEE SHEET ST15 STORM LINE C SEE SHEETST5 & ST6 63.13 LF 8 " H D P E @ 3 . 0 0 % STMH C5 INV. IN=4946.62 (N) INV. IN=4946.62 (E) INV. IN=4949.71 (W) INV. OUT=4946.37 (S) FG=4955.32 ROOF STUB F5-1 INV. OUT=4949.48 (E) FG=4957.41 4.34 LF 6" HDPE @ 8.00% LE M A Y A V E N U E TRACT A RD5 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 IRR IRR IRR IRR / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / 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 FD C TF TF G G GG G E TF TF E E TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U E E EEEE E E E E E E E E E E TEE H1 INV. IN=4948.59 (N) INV. IN=4948.88 (W) INV. OUT=4948.59 (S) FG=4954.47 33.50 LF 8" HDPE @ 3.00% INLET H1-1 INV. OUT=4949.88 (E) FG=4954.59 TEE H2 INV. IN=4948.79 (N) INV. IN=4949.08 (W) INV. OUT=4948.79 (S) FG=4954.72 28.58 LF 8" HDPE @ 3.00% INLET H2-1 INV. OUT=4949.94 (E) FG=4954.97 TEE H4 INV. IN=4949.38 (N) INV. IN=4949.68 (W) INV. OUT=4949.38 (S) FG=4954.64 25.25 LF 8" HDPE @ 3.00%INLET H4-1 INV. OUT=4950.43 (E) FG=4954.98 TEE H5 INV. IN=4949.56 (N) INV. IN=4949.94 (W) INV. OUT=4949.56 (S) FG=4954.35 ROOF STUB H9-1 INV. OUT=4950.82 (N) FG=4956.05 9.11 LF 6" HDPE @ 3.00% TEE H9 INV. IN=4950.55 (S) INV. IN=4950.46 (W) INV. OUT=4950.46 (E) FG=4954.47 ROOF STUB H11-1 INV. OUT=4951.29 (N) FG=4956.12 9.17 LF 6" HDPE @ 3.00% 8.49 LF 6" HDPE @ 3.00% TEE H10 INV. IN=4950.75 (W) INV. IN=4950.83 (S) INV. OUT=4950.75 (E) FG=4954.65 BASIN H11 INV. IN=4951.02 (S) INV. OUT=4950.85 (E) FG=4954.16 ROOF STUB C20 INV. OUT=4950.76 (NW) FG=4955.36 ROOF STUB C23-1 INV. OUT=4950.53 (S) FG=4954.51 3.64 LF 6" HDPE @ 2.00% 45° BEND C19 INV. IN=4950.69 (SE) INV. OUT=4950.69 (W) FG=4955.21 TEE C18 INV. IN=4950.46 (N) INV. IN=4950.46 (E) INV. OUT=4950.46 (W) FG=4954.59 6.71 LF 6" HDPE @ 2.00% BASIN C17 INV. IN=4950.33 (E) INV. OUT=4950.16 (S) FG=4954.14 ROOF STUB C21-1 INV. OUT=4950.32 (W) FG=4955.31 11.59 LF 6" HDPE @ 2.00% TEE C16 INV. IN=4950.01 (N) INV. IN=4950.09 (E) INV. OUT=4950.01 (S) FG=4954.50 ROOF STUB C15-1 INV. OUT=4950.08 (W) FG=4954.95 5.71 LF 6" HDPE @ 2.00% TEE C15 INV. IN=4949.88 (N) INV. IN=4949.96 (E) INV. OUT=4949.88 (S) FG=4954.62 ROOF STUB C14-1 INV. OUT=4950.32 (W) FG=4955.40 ROOF STUB C13-2 INV. OUT=4950.18 (W) FG=4955.38 7.22 LF 6" HDPE @ 5.00% 12.00 LF 6" HDPE @ 4.00% TEE C14 INV. IN=4949.76 (N) INV. IN=4949.84 (E) INV. OUT=4949.76 (S) FG=4954.80 TEE C13 INV. IN=4949.51 (N) INV. IN=4949.59 (E) INV. OUT=4949.51 (S) FG=4954.93 TEE H8 INV. IN=4950.40 (W) INV. IN=4950.49 (S) INV. OUT=4950.40 (E) FG=4954.50 4.89 LF 6" HDPE @ 3.00% ROOF STUB H8-1 INV. OUT=4950.63 (N) FG=4955.15 27.17 LF 6" HDPE @ 3.00% ROOF STUB H5-1 INV. OUT=4950.75 (E) FG=4955.99 4.62 LF 6" HDPE @ 5.00% TEE C13-1 INV. IN=4949.82 (E) INV. IN=4949.82 (N) INV. OUT=4949.82 (W) FG=4954.98 1.21 LF 6" HDPE @ 5.00% ROOF STUB C13-1-1 INV. OUT=4949.88 (S) FG=4954.95 3.70 LF 6" HDPE @ 2.00% 11.44 LF 6" HDPE @ 2.00% ROOF STUB H10-1 INV. OUT=4951.09 (N) FG=4955.45 STORM LINE G SEE SHEET ST11 STORM LINE H SEE SHEET ST12 STORM LINE C SEE SHEET ST6 LI N D E N M E I E R R O A D LEM A Y A V E N U E RD6 PL A N S H E E T S RO O F D R A I N 34 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.). 6.ALL STORMWATER LINE ON SITE WILL BE PRIVATE UNLESS SPECIFICALLY CALLED OUT ON THE PLANS AND PROFILES. 7.WATER TIGHT CONSTRUCTION WILL BE REQUIRED FOR ALL STORM SEWER PIPES, DRAIN BASINS, AND MANHOLES . 8.ALL STORM SEWER PIPING WITH A DIAMETER OF 12" OR GREATER SHALL BE ADS HP STORM DUAL WALL PIPE (HIGH-PERFORMANCE POLYPROPYLENE PIPE) WITH DOUBLE GASKET JOINTS. 9.SEE SHEET D11 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY ABBREVIATIONS D - DRAINAGE E - EAST EA - EMERGENCY ACCESS ELCO - EAST LARIMER COUNTY WATER DISTRICT EX - EXISTING EXMH - EXISTING MANHOLE FG - FINISH GROUND FH - FIRE HYDRANT INV - INVERT HDPE - HIGH DENSITY POLYETHYLENE PIPE LF - LINEAR FOOT MH - MANHOLE MRJ - MECHANICALLY RESTRAINED JOINT N - NORTH NE - NORTHEAST NW - NORTHWEST PP - HIGH PERFORMANCE POLYPROPYLENE PVC - POLYVINYL CHLORIDE REC.- RECEPTION NUMBER ROW - RIGHT-OF-WAY S - SOUTH SE - SOUTHEAST SSERV - SANITARY SEWER SERVICE SW - SOUTHWEST TYP.- TYPICAL U - UTILITY W - WEST w/- WITH 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 IR R IR R IR R IR R IR R IRR IRR IRR IRR IRR IRR IRR IRR IRR / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / D D IR R IR R IR R IR R IR R IR R IR R TF TF TF TF TF 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 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 E E TF TF TF TF TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILE IRON RAINS TO WATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLL TE UCTILE IRON RAINS TO WATERWAYS U E EEE E E E EEEE E E E E E E E E UG U UG U UG U UG U E E E E E E E E E E LEM 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' 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 EX I S T I N G 6 ' S I D E W A L K DOG PARK EX 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=56.70 FFE=56.12 54.7 0 55.5 0 54.39 54.65 55.46 55.75 56.6 2 56.6 8 54.9 0 53.9 4 55.62 56.1 2 54.3 8 54. 6 5 54.63 55.2 0 55.0 4 56.13 53.48 56.12 56.93 56.41 56 . 5 8 56. 4 3 56.94 57.88 57.88 55 . 9 1 55 . 8 2 55.90 56.44 56.51 56.1956.2755.38 55.0 3 55. 0 3 55. 3 5 55 . 3 6 55.0 4 56.1 2 55. 0 4 54.9 1 54.9 5 55 . 2 1 55.4 2 55.5 8 55 . 1 6 55.2 0 55.2 2 55. 9 9 56.1 3 56.2256.64 56.5 4 56 . 5 1 56.1 5 56 . 0 4 56.2456.64 56 . 5 1 56.5 4 53.4 8 53.5 4 54.6 9 54.5 5 56.18 56.3 7 57.2 9 57.0 5 56.8 4 56.30 56.5 4 55.4 6 55 . 1 9 55.0 4 54.9 6 54. 9 555.3 8 54.2 6 54.2 3 54.5 4 54.2 9 54.0 9 53.9 5 54.3 0 54.4 6 54.7 1 57.2 0 56.4 6 55.88 55.8 3 56.0 8 54.5 3 55 . 3 0 55 . 0 7 55.00 54.8 6 54. 5 9 54.7 7 55.3 0 56.1 1 55.8 2 55. 7 0 56.0 8 57.3 3 57.6 8 57.65 57.8 0 57.65 57.6 8 57.6 8 57.5 3 56.9 6 57. 0 4 57 . 0 2 56.9 3 56.7 9 56 . 9 0 56 . 9 1 56.8 3 55.9 9 55. 9 0 55. 9 2 56.0 5 56.2 9 56. 2 7 56. 2 8 56.3 8 56.6 0 56.6 6 56.7 2 56.9 7 56.9 7 56.6 9 56. 6 3 56.6 4 57.1 2 57 . 0 2 57.1 5 56.9 6 56.7 1 56.4 2 56 . 2 8 56.2 4 56. 3 4 56.6 2 56.7 5 56 . 4 7 56.4 8 56.63 56.91 56.5 3 56.53 56.82 55. 9 3 55. 7 7 55 . 6 3 54.85 55.25 55.10 54.81 54.71 54.69 54. 7 2 55.0 5 55 . 1 2 55 . 0 8 55.03 55.45 54.9 7 54.88 54. 9 2 54.83 55.02 55.3 0 55.4 7 55.69 55.94 56.8 3 56.5 7 56. 5 4 56.91 56.80 56. 1 2 56.0 5 56.3 8 55.41 54.7 6 54.53 55.2 9 54.5 7 54 . 8 8 55.0 7 56.0 2 56 . 0 7 56.3 2 56.4 6 56.5 4 56.3 9 56.4 0 56.4 0 49.12 49.00 50.10 50.01 55.5 2 55 . 2 4 55.2 0 55.2 2 56 . 0 2 56.1 1 56.2 1 55.90 55.8 0 55 . 6 9 56.0 5 56.16 56.20 56.48 57.22 56.98 56.90 56.37 56.21 55.4 6 55.5 3 55.1 1 55.37 55.2 8 55 . 1 8 55.49 55.4 0 55. 4 2 55.9 2 56.12 56.32 55.84 55.61 55. 6 5 55.7 4 55.8455.81 55.6 9 55 . 5 6 55 . 6 7 55.6 5 55.7556.21 56 . 1 1 56 . 0 1 56.2 2 56 . 2 7 56.4 3 56.9 2 56.9 3 56.90 (48.89) (49.21) 54.0 0 54.0 4 (4 9 . 3 7 ) (49.33) 53.9 2 54.6 6 (53 . 4 2 ) (53 . 6 0 ) 2.2 %2.2 % 2.2 % 2.2 % 2.0%2.1% 2.2 % 2.1% 2.1% 2.5% 2.1% 2.0% 2.4% 2.0% 2.8% 4.8% 2.8% 5.1% 2.7% 2.0 % 2.1 % 2.0 % 1.8 % 1.9% 2.0 % 2.1% 1.9% 2.1% 2.1%2.1% 2.1% 5.3% 2. 6 % 1.7% 2.5 % 1.9% 2.0% 3.0 % 3.0 % 2.0 % 2.6 % 2.7 %2.3 % 2.3 % 1.8 % 1.9 % 2.2 % 2.2 % 11 . 9 % 8.8% 6:1 6:1 6:1 5:1 6:1 6:1 6:1 8: 1 6:1 10 : 1 7.4% 2.5 % 1. 9 % 2.8 % 9.7% 7.3%2.3 % 3.0% 2.7% 2.5 % 3. 3 % 2.3 % 2.1% 5.7% 5.4% 1.1 % 4.8 % 6.2 % 25.4% 0. 6 % 0. 6 % 1. 0 % 0.6%0.6%0.5% 55.6 9 0. 9 % 55.9 8 1. 9 % 3. 2 % 56.3 9 1.0% 2. 0 % 2.0% 55.6 0 56.0 7 0.6% 0. 6 % 1.1%1.1%0.6% 0. 6 % 0.6% 1.2% 56.52 0. 6 % 0.8% 5.3% 4.9% 1.5% 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 57.81 57 . 8 8 57 . 2 1 57 . 2 1 56.89 57 . 8 8 57 . 8 8 57.30 56.88 56.88 56.88 54.76 55. 8 8 55 . 8 8 55 . 8 8 55.88 55.38 55.38 57.21 57. 2 1 57.87 57.88 57.42 57 . 5 5 57.21 57.21 57.21 57 . 2 1 57 . 2 1 57 . 3 9 57.61 57.21 57.21 8.0 % 56.7 0 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56 . 6 3 55.4 5 54.7 0 55.4 5 54.6 0 55.4 5 54.8 9 55.4 5 54 . 9 2 54.9254.61 55.4 5 55. 4 5 55. 4 5 55.45 56.1 2 55.45 55.4 5 55.4 5 56.00 55.4 5 55.4 5 55.4 5 55.4 5 56.7 2 56.7 2 57.8 0 57.4 7 57.3 1 57.7 3 57.82 57.89 57.8 0 58.47 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 58.12 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 56.0 1 57.8 0 57.8 0 57.47 57.80 57.8 0 56.3 0 56.1 4 54.6 0 54.6 2 54.63 54.66 56.7 5 56. 7 3 56 . 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 56.0 0 55.76 55.86 56.41 56.65 56.74 56. 4 9 56 . 8 9 56.4 8 56.49 56.85 56.0 2 54.90 57.54 57.5 4 57.12 57.01 57.88 15' SLOPE & UTILITY EASEMENT (REC. #20180037021) 54.9 0 54.95 54.68 54.5 8 54.3 7 56.0 8 55.9 8 0. 6 % 2.0% 2.0% 2.0% 2. 0 % 3. 9 % 2.2 % 55.9 7 50.97 57.8 3 52.3 0 (50 . 8 6 ) 0.7% 55.21 4.8% 56.26 55.9 3 57.0256.81 5' S I D E W A L K 17.6% 9.0 % 5.0% 56.91 5.0% 2. 0 % 54.39 2.1 % 2.3 % 1.2%1.9% 56.63 1.6% 53.4 7 55.3 5 54.98 54.48 4.3% 4.0% 2.0% 51.52 51.1 4 AREA INLET WITH VEGETATED BUFFER TREATMENT TRAIN (BY OTHERS) 2.0 % 55.65 3.8% 56.96 2. 5 % 2.1 % 2.2 % 2.1% 2.8% 2.1% 55.63 54.59 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. 4 9 57.42 57.42 57.42 1 2 1 55.0 1 2 1 57.21 57.01 53.40 56.00 55 . 8 8 55.88 55. 8 8 54.76 57.21 57.21 57.21 3 1 1 3 56.96 55.1 1 56.4 6 56.4 6 55.24 57.17 1 55.50 55.50 56.70 56.77 57.39 57.21 56.50 55 . 7 4 55.7 4 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 53.5 1 56.8 0 2. 5 % 56.2 7 57.2 1 53.7 0 53.5 4 55.0 9 54.8 1 55.1 0 54.8 9 55.4 5 55. 4 5 55.62 55.4 5 55.4 5 53.1 4 53.0 9 (52 . 9 7 ) 52.7 5 52.6 6 (51 . 0 4 ) (53 . 0 2 ) 55.45 55.4 5 54.1 7 1 55. 6 8 1 56.1 8 1 57.1 0 57.2 1 57.27 57.3 8 2.1% 12 4 57.80 57.67 57.80 57.10 57.80 57.2557.51 57.80 57.80 58.47 57.80 57.1 5 56.4 4 57.0 5 56.6 7 54. 7 2 54.10 58.47 58.07 57.8 0 57.8 0 57.88 57.2 9 5 57.8 0 57.8 0 1 1 1 55.12 54.00 55.0 3 54.80 1 55.4 5 2 55.13 (53.8 5 ) (53.8 4 ) 55.6 3 54.77 54.92 56.4 0 56.25 1 2 51.28 51.45 51.17 51.28 51.45 2.8% 56 . 4 7 56.56 56.94 55.82 55.61 55.52 55.85 57.33 57.25 56.48 56.93 55.71 55.50 55.88 54.28 54.34 56.30 55.8 8 54.34 54.28 57.33 57.8 0 57.8 0 57.8 0 4:16: 1 58.4 7 57.80 WALK GRND 558.32 FL 57.35 WALKGRND 2.3% 2.0% 2.1 % 2.0 % 2.6 % 54.9 8 55.26 55.6 9 55.15 55.27 55.04 54 . 8 9 55.1 7 55.07 55 . 6 4 3.0% 56 . 0 0 55.33 55.13 56.12 54.0 1 54.0 6 55.6 0 55.8 3 55.4 9 0.5%2.4%0.8% 55.7 6 6 3 51.3 2 51.3 4 E1E2 56.15 56 . 1 3 6 56.1 2 56.1 2 56.1 2 56.12 55.6 7 56.1 2 56.1 2 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 57 . 8 0 TRENCH DRAIN (TYP.) TRENCH DRAIN (TYP.) 1 3 3 3 3 55.7 5 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 G1 GR A D I N G P L A N 35 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. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 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 GRADE 1' WIDE VALLEY PANS WITH A MINIMUM FLOWLINE SLOPE OF 0.5%.6 MATCH LINE - SEE SHEET G2 KEYMAP G1 G2 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 E1 3000 3 5.0 in 2 16.0 in 4956.57 4955.32 E2 3000 2 5.0 in 1 16.0 in 4954.89 4954.06 STAIR SCHEDULE: IR R / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / D D D D D D D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R TF TF TF TF TF 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD EEEEE 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 E E E E E E E E E E MONITORI N G W E L L TRAFFIC R A T E D TF TF TF TF TF E E E E E TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOT POLLTE UCTILE IRON RAINS TOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U E E E EEEE 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 UG U UG U UG U UG U SUNIGA ROAD LI N D E N M E I E R R O A D LE 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 EX 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=56.70 54.7 0 55.5 0 54.39 54.65 57.5 8 57.2 2 57.7 5 56.4 1 56.3 0 55.5 9 55.6 8 55.5455.61 55.46 55.75 55.6 5 55 . 3 6 55.3 0 55.1 0 55.3 0 55.1 0 54.4 4 56.6 2 56.6 8 56.13 53.48 57.0 0 57.0 0 57.1 9 57.8 0 58.0 0 58 . 5 6 58.4 3 58.4 3 58.5 4 58.75 58 . 6 6 58.1 9 58. 0 6 58. 0 2 58.1 1 58.4 2 59.5 0 57.60 57.9 5 57. 3 2 56.8 1 56. 8 3 57 . 4 8 56.0 8 55. 7 4 55.7 4 55.8 4 55.9 8 54.1 7 55.7 2 55. 7 4 56.0 6 57.5 5 56 . 8 8 56.6 9 57 . 5 3 57.5 5 58.20 58.0 3 57. 9 8 58. 0 0 58.1 1 59.2 2 58. 6 2 58.6 0 58.0 6 57.94 57.9 0 57.76 58.3 2 56. 8 5 56. 4 1 56.2 9 56.2 8 56.19 56.5 6 56.12 56.93 56.41 56 . 5 8 56 . 4 3 56.94 57.88 57.88 55 . 9 1 55 . 8 2 55.8 7 55.66 55.90 56 . 2 6 56.3 0 56.2 3 56. 1 8 56.44 56.51 56.19 56 . 1 7 56.0 4 56.00 56.6 5 56.3 7 56.76 56. 6 9 56.34 56.01 57.5 0 57. 4 8 57. 5 2 57.5 7 57.5 5 57 . 5 4 57 . 5 6 57.4 6 57.3 8 57. 3 4 57. 3 6 57.4 3 57.3 6 57 . 4 9 57 . 5 6 57.5 1 56 . 7 3 56.6 1 56.8 1 57.5 8 57.6 1 56 . 7 5 55. 6 6 55.7 2 55.4 8 55.6 7 55.6 7 55.4 9 55. 6 2 58.5 6 58.0 6 57 . 9 3 58.0 2 57.3 7 57.6 2 57.5 7 57. 5 4 57 . 0 8 57 . 1 0 57.0 5 56.9 8 56.3 4 56. 2 9 56. 3 1 56.4 1 56 . 7 8 56 . 7 9 56.6 7 56.6 8 55.7 8 55. 6 8 55. 7 3 55.8 5 58.5 3 58.0 5 58 . 1 9 58.2 8 57.5 1 57.3 0 57. 4 7 57.5 4 56 . 6 0 56.5 0 55.9 8 56.0 9 55.3 5 55. 1 4 55.6 5 55.65 55.99 56.2755.38 54.9 8 54 . 9 6 55.0 3 55 . 0 3 55 . 3 5 55. 3 6 55.0 4 54.8 9 54. 9 6 55.5 2 56.9 8 58.7 7 59.0 0 56.1 2 55 . 0 4 54.9 1 54.9 5 55 . 2 1 55.4 2 55.5 8 55. 1 6 55.2 0 55.2 2 55 . 9 9 56.1 3 56.2256.64 56.5 4 56. 5 1 56.1 5 56. 0 4 56.2456.64 56. 5 1 56.5 4 53.4 8 53.5 4 54.6 9 54.5 5 56.18 56.3 7 57.2 9 57.0 5 56.8 4 56.30 56.5 4 57.2 0 56.4 6 55.88 55.8 3 56.0 8 57.8 0 49.12 49.00 50.10 50.01 55.5 2 55. 2 4 55.2 0 55.2 2 56. 0 2 56.1 1 56.2 1 55.90 55.8 0 55. 6 9 56.0 5 56.16 56.20 56.48 57.22 56.98 56.90 56.37 56.21 55.4 6 55.5 3 55.1 1 55.37 55.2 8 55. 1 8 55.49 55.4 0 55 . 4 2 55.9 2 56.12 56.32 55.84 55.61 55 . 6 5 55.7 4 55.8455.81 55.6 9 55. 5 6 55. 6 7 55.6 5 55.7556.21 56. 1 1 56 . 0 1 56.2 2 56. 2 7 56.4 3 56.9 2 56.9 3 56.90 (48.89) (49.21) (47 . 0 9 ) (52 . 3 3 ) (52 . 0 9 ) (52 . 0 3 ) 54.0 0 54.0 4 (52 . 2 1 ) (52 . 1 7 ) (50 . 8 0 ) (50 . 7 4 ) (49 . 2 0 ) (49 . 1 4 ) (47 . 4 6 ) (47 . 4 2 ) (49 . 3 7 ) (49.33) (53 . 4 2 ) (53 . 6 0 ) 5.1% 2.0 % 2.1 % 2.0 % 1.8 % 1.9% 2.0 % 2.1% 1.9% 2.1% 2.1%2.1% 2.1% 5.3% 2.5% 3.4 % 2. 2 % 2.5% 1. 9 % 2. 3 % 2.3% 1.9 %2.8% 4.2 %3.2% 3.1%4.6% 1.9 % 2. 5 % 2.1% 2.1 % 2. 5 % 2. 9 % 1. 9 % 2.6 % 2. 4 % 2. 5 % 2. 6 % 2. 0 % 2. 6 % 1.7% 2.7 % 2.1 % 2.5 % 2.2 % 3. 8 % 1.9% 2.0% 3. 0 % 3.0 % 2.0 % 2.6 % 2.7 %2.3 % 2.3 % 1.8 % 1.9 % 2.2 % 2.2 % 11 . 9 % 8.8% 2.3 % 2.1% 2. 4 % 5.4 % 7.4% 4.9 % 5:1 5: 16.5 % 6: 1 8.3% 5.7% 5.4% 1.1 % 4.8 % 6.2 % 25.4% 2. 8 % 0.4%0.6%0.6%0.6% 2. 3 % 2. 1 % 0.6%0.6% 2. 1 % 2. 2 % 3. 0 % 3. 0 % 0.6% 0.6% 0.7 % 0. 6 % 0. 6 % 1. 0 % 0.6%0.6%0.5% 55.6 9 55.26 0. 9 % 55.9 8 1. 9 % 56.3 9 1.0% 2.0% 55.6 0 56.0 7 5.3% 4.9% 1.5% 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.) 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 57.81 57 . 8 8 57 . 2 1 57 . 2 1 56.89 57 . 8 8 57 . 8 8 57.30 56.88 56.88 56.88 54.76 55 . 8 8 55. 8 8 55. 8 8 55.88 55.38 55.38 57.21 57.21 57 . 2 1 57.87 57.88 57.42 57. 5 5 57.21 57.21 57.21 57 . 2 1 57 . 2 1 57 . 3 9 57.61 57.21 57.21 58.2 2 58.2 2 53.6 758.2 2 55.6 5 56.7 2 59.2 2 57.2 2 59.2 1 58.5 5 58.5 5 58.5 5 58.5 5 58.5 5 58.5 558 . 5 5 58.5 558.5 5 58.5 5 58.5 5 58.7 2 58.55 58.5 5 59.2 1 58.9 8 58.6 4 58.5 6 58.6 4 58.5 5 58.5 5 58.5 5 58.2 2 58.9 1 58.9 1 58.9 1 58.9 1 58.9 1 58.9 1 58.9 1 58.9 1 59.5 8 59.0 0 58.9 9 59.0 0 58.9 1 58.9 1 58.9 1 58.9 1 58.58 58.5 8 58.5 8 58.5 8 58.5 8 58.9 1 58.9 1 58.9 1 58.9 1 58.0 8 58.0 8 56.0 8 54.5 8 54.58 55.6 0 58.9 1 58.9 1 58.9 1 58.9 1 55.3 0 6. 2 % 8.0 % 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.7 0 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56.0 3 56. 6 3 56.63 56.5 3 56.0 7 56.8 5 57.7 3 57.89 57.8 0 58.47 57.8 0 57.8 0 58.12 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 56.0 1 57.8 0 57.8 0 57.47 57.80 56.3 0 56.1 4 54.6 0 54.6 2 54.63 54.66 56.7 5 56 . 7 3 56. 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 56.0 0 55.76 55.86 56.41 56.46 56.65 56.74 56 . 4 9 56. 8 9 56.4 8 56.35 56.49 56.0 6 56.85 56.0 2 54.90 55.8 8 55.8 8 59.2 5 59.3 1 58.6 2 59.05 59.5 3 58.16 57 . 9 9 57.2 9 57.63 56.6 1 57.0 7 56.6 9 57.9 9 58.2 1 57.40 56.65 57.31 57.54 57.5 4 57.12 57.01 57.28 57.88 54.95 54.68 54.5 8 54.3 7 56.0 8 55.9 8 55 . 9 7 0. 6 % 30' DRAINAGE EASEMENT 4' CONCRETE CULVERT & CONCRETE RUNDOWN 52.4 8 52.58 52.48 52.5 8 (50 . 7 5 ) 2.0% 2. 0 % 3. 9 % 2.2 % 55.9 7 50.97 55.36 0.7% 55.21 55.00 9.0 % 56.91 2. 0 % 1.2%1.9% 1.6% 55.3 5 54.98 54.48 4.3% 4.0% 2.0% 51.52 51.1 4 2.0 % 55.65 3.8% 56.96 3. 6 % 3. 5 % 2.5 % 57.9 4 8. 5 % 55.6 1 57.3 9 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 2. 1 % 8.0% 2.8% 58.2 9 ADA PARKING (TYP.) 2.1% 55.63 TRACT A (D, U, EA) TRACT A D, U, EA 10' UE 10' UE 55.6 0 58.9 1 58.91 58.9 1 58.9 1 58.9 9 59.0 0 58.1 8 55.9 7 57.9 3 57.7 9 57.9 6 57.8 1 57. 0 7 58.5 5 55. 9 5 55.7 4 56.3 1 55.7 5 58. 5 5 58.5 5 58. 5 5 57.9 3 57.2 2 57.2 2 58.5 5 58.5 5 56.1 1 57.2 4 57.78 57.21 57.88 57 . 2 1 57.21 57. 2 1 57 . 4 9 57.42 57.42 57.42 1 2 1 55.0 9 55.0 1 1 1 2 58.9 1 1 3 1 1 1 2 3 3 1 2 1 57.21 57.01 53.40 56.00 55. 8 8 55.88 55 . 8 8 54.76 57.21 57.21 57.21 3 1 1 3 56.96 56.7 5 56.9 6 57.0 5 58.5 0 58.2 0 58.4 2 58.4 7 56.72 (53 . 0 1 ) 6:1 CONSTRUCT 2' WIDE EARTH COLLAR AROUND MANHOLE STMH A1 (SEE GRADING DETAIL ON SHEET D12) 55.1 1 56.4 6 56.4 6 55.24 57.17 1 55.50 55.50 56.70 56.77 57.39 57.21 56.50 55. 7 4 55.7 4 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 5:1 6: 1 8:1 2.1% 3.0 % 3 58.9 1 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 53.5 1 56.8 0 2. 5 % 56.2 7 1 55 . 6 8 1 56.1 8 1 57.1 0 57.2 1 57.27 2.1% 12 4 57.80 57.67 57.80 57.10 57.80 57.2557.51 57.80 57.1 5 56.4 4 57.0 5 56.6 7 54 . 7 2 54.10 57.2 9 1 2 51.28 51.45 51.17 51.28 51.45 2.8% 56. 4 7 56.56 56.94 55.82 55.61 55.52 55.85 57.33 57.25 56.48 56.93 56.03 55.71 55.50 55.88 54.28 54.34 56.30 55.8 8 54.34 54.28 57.33 57.8 0 57.8 0 57.8 0 58.4 7 57.80 WALK GRND 558.3257.35 WALKGRND 55.6 0 55.8 3 55.4 9 0.5%2.4%0.8% 55.7 6 59.37 6 6 3 59.5858.74 56.5 8 54.8 4 58.9 1 58.74 55.25 56.0 3 51.2 1 51.3 2 51.3 4 E1E2 58.38 56.97 56.15 56 . 1 3 58 . 5 5 58.5 5 58.5 5 58.5 5 58. 5 5 58 . 9 1 58.60 59.4 559.45 58.7 5 58.75 6 57.8 0 57.8 0 57.8 0 57.8 0 57.8 0 57 . 8 0 TRENCH DRAIN (TYP.) TRENCH DRAIN (TYP.) 3 3 55.7 5 59.01 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 G2 GR A D I N G P L A N 36 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. 5.THE TOP OF FOUNDATION ELEVATIONS SHOWN ARE THE MINIMUM ELEVATIONS REQUIRED FOR PROTECTION FROM THE 100-YEAR STORM. MINIMUM FINISHED FLOOR ELEVATIONS ABOVE THE 100-YEAR WATER SURFACE IN STREETS, CHANNELS, DITCHES, SWALES, OR OTHER DRAINAGE FACILITIES, AS ILLUSTRATED BY A MASTER GRADING PLAN ARE TO BE SHOWN. 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 GRADE 1' WIDE VALLEY PANS WITH A MINIMUM FLOWLINE SLOPE OF 0.5%.6 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 E1 3000 3 5.0 in 2 16.0 in 4956.57 4955.32 E2 3000 2 5.0 in 1 16.0 in 4954.89 4954.06 STAIR SCHEDULE: KEYMAP G1 G2 E E TF TF TF G G 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 S EEE E EEEE E E E E E E E E E E E F W FW E E E E E E E E E E E E E E E E E E E E E E E MONITORI N G W E L L TRAFFIC R A T E D TF TF TF E E E E E E E E E TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U E E E E E E E E E E EE 8" W 8" W 8" W BUILDING 1000 BUILDING 2000 BUILDING 3000 BUILDING 4000 FIRE HYDRANT (TYP.) 26' DRAINAGE, UTILITY, EMERGENCY ACCESS EASEMENT 26' DRAINAGE, UTILITY, EMERGENCY ACCESS EASEMENT DRAINAGE, UTILITY, EMERGENCY ACCESS EASEMENT (WIDTH VARIES) DRAINAGE EASEMENT (WIDTH VARIES) 10' MIN. SEPARATION 10' UE SANITARY LINE B SEE SHEET SS2 STORM LINE Q SEE SHEET ST4 STORM LINE I SEE SHEET ST12 SANITARY LINE B SEE SHEET SS2 STMH C INV. IN=4945.18 (N) INV. OUT=4945.24 (S) FG=4955.01 STMH B INV. IN=4945.24 (N) INV. OUT=4945.18 (S) FG=4955.97 BASIN A5 INV. IN=4944.43 (N) INV. IN=4944.24 (W) INV. OUT=4944.24 (S) FG=4957.95 305.04 LF 6" PERFORATED HDPE @ 0.00%UNDERDRAIN CO-1 INV. OUT=4944.24 (E) FG=4944.83 54.7 8 54.7 8 41.9 9 SG 58.1 1 41.9 9 SG 57.7 8 41.9 9 SG 57.7 9 41.9 9SG 55.8 741.9 9SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG 0.0% SG BASIN B1 INV. IN=4945.24 (NE) INV. OUT=4945.24 (S) FG=4955.75BASIN C INV. IN=4945.22 (W) INV. OUT=4945.18 (S) FG=4954.69 EDGE OF SUBGRADE EDGE OF SUBGRADE 43.10 GW 42.11 GW 41 . 8 4 GW 42. 7 9 GW WATER METER (TYP.) STORM LINE C SEE SHEET ST5 STORM LINE C1 SEE SHEET ST7 STORM LINE B SEE SHEET ST2 LIGHT POLE (TYP.) BUILDING 4000 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 MANIFOLD PIPE 10 3 . 7 5 L F 2 4 " H P S T O R M P P @ 0 . 7 2 % INSPECTION PORT (TYP.) 99 . 0 0 L F 2 4 " H P S T O R M P P @ 0 . 8 2 % MANIFOLD PIPE 8.25 LF 30" HP STORM PP @ 0.00%8.25 LF 30" HP STORM PP @ 0.00% WATER QUALITY BASIN w/ WEIR (SEE DETAIL ON SHEET D5) WATER QUALITY BASIN w/ WEIR (SEE DETAIL ON SHEET D5) 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 SUB1 SU B G R A D E P L A N 37 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.CONTRACTOR SHALL COORDINATE MANIFOLD AND UNDERDRAIN PIPE SIZES AND LOCATIONS WITH STORMTECH CHAMBER MANUFACTURER. 10.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. 11.ADDITIONAL 27" OF STONE BELOW UNDERDRAIN IS PROVIDED FOR STRUCTURAL STABILITY OF DEEP STORMTECH EXCAVATION PER MANUFACTURER'S RECOMMENDATIONS. THIS 27" OF STONE WAS NOT INCLUDED IN THE VOLUME CALCULATIONS FOR THE STORMTECH CHAMBERS. SUBGRADE ELEVATIONS (SG) PROVIDE THE BOTTOM OF THE STONE PER MANUFACTURER'S RECOMMENDATIONS. REFER TO DETAIL SHEETS FOR ADDITIONAL INFORMATION ON STORMTECH CHAMBERS. 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 SANITARY SEWER VERTICAL SEPARATION VARIES (SEE PROFILE) SEE FORT COLLINS TYPICAL TRENCH DETAIL FOR COMPACTED LIFT REQUIREMENTS SPRINGLINE OF PIPE FLOW FILL PER FORT COLLINS SPECIFCATIONS (FLOW FILL SHOULD EXTEND TO SPRINGLINE OF THE LOWER PIPE) 4" MIN. SEE FORT COLLINS TYPICAL DETAIL FOR SANITARY SEWER BEDDING REQUIREMENTS.TRENCH WIDTH FINISHED GRADE 24" CITY OF FORT COLLINS WATERLINE D1 DE T A I L S SA N I T A R Y 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 SANITARY & 24" WATER CROSSING - FLOW FILL DETAIL CONCRETE SANITARY SEWER PIPE ENCASEMENT D2 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 INSULATION BOARD (OPTION 2)INSULATION BOARD (OPTION 1) 8" W 8" W 10 " W 10 " W EXISTING 10" ASBESTOS CEMENT ELCO WATER LINE PROPOSED 8"x10" PVC TEE w/ MRJ EXISTING 10" ASBESTOS CEMENT ELCO WATER LINE PROPOSED 8" C900 DR18 PVC WATER LINE 3' 3' PROPOSED ROMAC XR501 COUPLING PROPOSED ROMAC XR501 COUPLING PROPOSED 10" C900 DR18 PVC WATER LINE PROPOSED 10" C900 DR18 PVC WATER LINE D3 DE T A I L S WA T E R 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 TYPICAL WATER PIPE INSULATION 300 ELCO TRACER WIRE BOX 303 ELCO 3", 4" & 6" METER VAULT (SIDE VIEW)304 ELCO 3", 4", & 6" METER VAULT (TOP VIEW) 301 CONNECTION TO EXISTING 10" WATERLINE (SCHEMATIC)302 D4 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 405 NYLOPLAST INSERTA-TEE DETAILS SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B NOTE: 400 FORT COLLINS STORMWATER BEDDING (TYPICAL)401 FORT COLLINS STORMWATER BEDDING WITHIN STREET 402 FORT COLLINS STORMWATER MANHOLE 403 FORT COLLINS CURB, GUTTER AND SIDEWALK 404 FORT COLLINS CONCRETE SIDEWALK CULVERT FOR DETACHED SIDEWALK FLOW TO WQ CHAMBER 48" DIA. MANHOLE6" WIDE CONCRETE WEIR TO CONTAIN WATER QUALITY EVENT TOP OF WEIR ELEV. = 4947.99 10 0 - Y E A R ST O R M FL O W F R O M ST O R M N E T W O R K MANHOLE STEP INVERT OF 30" = 4944.49 INVERT OF 24" PIPE TO CHAMBERS = 4945.18 INVERT OF 24" MANIFOLD PIPE = 4945.24 FINISHED GRADE (4956.0) 24" RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPPROVED EQUAL 16" MAX. 30" MIN 48" MAX. CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT ASTM C-478 ECCENTRIC CONE SLOPE AT 1" PER HORIZ. FOOT ASTM C-478 MANHOLE SECTIONS GROUT SHIPLAP JOINT INSIDE AND OUT POURED CONCRETE BASE GROUT BASE TO CONE INSIDE AND OUT NOTES: 1)STRUCTURE SHALL BE PRECAST 2)ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO ORDERING STRUCTURE 3)SEE ABOVE FOR LAYOUT AND PIPE ELEVATIONS STORM SEWER MANHOLE STEPS 12" O.C. AS NEEDED 28" MAX. TOP OF WEIR ELEV. = 4947.99 3' MAX. SEE STORMTECH CHAMBER DETAILS FOR INVERT ELEVATIONS FINISHED GRADE (4954.22) 24" RING AND COVER - 400 LB. DENVER HEAVY BY MACLEAR OR APPPROVED EQUAL 16" MAX. CONCRETE ADJUSTMENT SHIM GROUTED INSIDE AND OUT SLOPE AT 1" PER HORIZ. FOOT ASTM C-478 MANHOLE SECTIONS GROUT SHIPLAP JOINT INSIDE AND OUT POURED CONCRETE BASE GROUT BASE TO CONE INSIDE AND OUT NOTES: 1)STRUCTURE SHALL BE PRECAST 2)ENGINEER TO REVIEW SHOP DRAWINGS PRIOR TO ORDERING STRUCTURE 3)SEE ABOVE FOR LAYOUT AND PIPE ELEVATIONS TOP OF WEIR ELEV. = 4947.99 STORM SEWER MANHOLE STEPS 12" O.C. AS NEEDED 28" MAX. 3' MAX. SEE STORMTECH CHAMBER DETAILS FOR INVERT ELEVATIONS FLOW TO WQ CHAMBER 48" DIA. MANHOLE 10 0 - Y E A R ST O R M FL O W F R O M ST O R M N E T W O R K MANHOLE STEP INVERT OF 30" = 4945.24 INVERT OF 24" PIPE TO CHAMBERS = 4945.18 INVERT OF 24" MANIFOLD PIPE = 4944.49 6" WIDE CONCRETE WEIR TO CONTAIN WATER QUALITY EVENT TOP OF WEIR ELEV. = 4947.99 D5 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 502 ORIFICE PLATE ORIFICE OPENING (4 7/8" Ø, BASIN A4) 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 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. 503 DRAIN BASIN & INLINE DRAIN NON-TRAFFIC INSTALL 506 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 501 STORM MANHOLE C w/ WQ WEIR (PLAN VIEW)500 STORM MANHOLE B w/ WQ WEIR (PLAN VIEW) 504 STORM MANHOLE B w/ WQ WEIR (PROFILE VIEW) 505 STORM MANHOLE C w/ WQ WEIR (PROFILE VIEW) NOTE: 1.CONTRACTOR TO VERIFY ALL ROOF DRAIN AND DOWN SPOUT CONNECTIONS WITH ARCHITECT. 2.DRAIN BASIN, WATER TIGHT TEE, AND GRATE ARE ONLY REQUIRED FOR STORM SEWER CONNECTIONS. 90° ELBOW AND DOWNSPOUT SHOULD BE CONNECTED TO TRENCH DRAINS PER TRENCH DRAIN MANUFACTURER'S RECOMMENDATIONS. INTEGRATED DUCTILE IRON GRATE (STORM SEWER CONNECTION S ONLY) DOWNSPOUT ADAPTER INSERTED IN RISER PIPE FINISHED GRADE INJECTION MOLDED WT TEE (STORM SEWER CONNECTIONS ONLY) 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. (STORM SEWER CONNECTIONS ONLY.) DRAIN BASIN (STORM SEWER CONNECTIONS ONLY) BUILDING FACE TOP SOIL D6 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 601 DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY (H-20 LOAD) ASPHALT INSTALL600DRAIN 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. 602 INLINE DRAIN w/ DOME GRATE QUICK SPEC INSTALL 604 TYPICAL ROOF LEADER CONNECTION WITH DRAIN BASIN603CONCRETE TRICKLE PAN WITH REINFORCING D7 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 701 10" STANDARD GRATE ASSEMBLY700TYPICAL DRAIN BASIN INSTALLATION OPTIONS 702 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 DUCT ILE I RON TSALPO L YN DUCTILE I RON 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 DUC T I L E I R ON 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 1.68 703 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 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 SECTION B-B DETAIL 1 SECTION A-A PLAN BB A A 800 2' CONCRETE CHASE 802 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 803 6 INCH INSPECTION PORT 801 CDOT TYPE C INLET ©2023 ADS, INC. CROWNE AT SUNIGA FORT COLLINS, CO Advanced Drainage Systems, Inc. IMPORTANT - THIS PROJECT REQUIRES COMPACTION OF EMBEDMENT STONE AND REQUIREMENTS FOR STONE HARDNESS AND SHAPE WHICH ARE NOT SPECIFIED IN OTHER STORMTECH DOCUMENTS. CONTRACTORS MUST FOLLOW THE SPECIAL PROVISIONS IN THIS PLAN SET. IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM 1.STORMTECH MC-7200 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS. 2.STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR EXCAVATOR SITUATED OVER THE CHAMBERS. STORMTECH RECOMMENDS 3 BACKFILL METHODS: ·STONESHOOTER LOCATED OFF THE CHAMBER BED. ·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE. ·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR. 4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS. 5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE. 6.MAINTAIN MINIMUM - 9" (230 mm) SPACING BETWEEN THE CHAMBER ROWS. 7.INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 12" (300 mm) INTO CHAMBER END CAPS. 8.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE MEETING THE AASHTO M43 DESIGNATION OF #3 OR #4. 9.STONE SHALL BE BROUGHT UP EVENLY AROUND CHAMBERS SO AS NOT TO DISTORT THE CHAMBER SHAPE. STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN 12" (300 mm) BETWEEN ADJACENT CHAMBER ROWS. 10.STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER TO ANCHOR THE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER. 12.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT 1.STORMTECH MC-7200 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 2.THE USE OF EQUIPMENT OVER MC-7200 CHAMBERS IS LIMITED: ·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS. ·NO RUBBER TIRED LOADER, DUMP TRUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". ·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH MC-7200 CONSTRUCTION GUIDE". 3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING. USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO CHAMBERS AND IS NOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY USING THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECH STANDARD WARRANTY. CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT. MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1.CHAMBERS SHALL BE STORMTECH MC-7200. 2.CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENE COPOLYMERS. 3.CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 60x101. 4.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION. 5.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PRESENCES. 6.CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787, "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2) MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK. 7.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 SHALL BE GREATER THAN OR EQUAL TO 450 LBS/FT/%. THE ASC IS DEFINED IN SECTION 6.2.8 OF ASTM F2418. 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. 8.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGN ENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFORE DELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS: ·THE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER. ·THE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE. ·THE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN. 9.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY. FOR STORMTECH INSTALLATION INSTRUCTIONS VISIT OUR WEBSITE SiteAssist PROJECT INFORMATION ADS SALES REP: ENGINEERED PRODUCT MANAGER: PROJECT NO: MARK KAELBERER 720-256-8225 MARK.KAELBERER@ADSPIPE.COM S397843 JEROME MAGSINO 303-349-7555 JEROME.MAGSINO@ADSPIPE.COM 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. 6.CONTRACTOR TO REFER TO DETAIL 901 ON THIS SHEET FOR ACTUAL DEPTHS OF FOUNDATION STONE, EMBEDMENT STONE, INITIAL FILL, AND FINAL FILL. PAVEMENT LAYER SHALL BE PER GEOTECHNICAL ENGINEER RECOMMENDATIONS. 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 CROWNE AT SUNIGA PROJECT SPECIFIC CROSS SECTION COMPACTION REQUIRED. SEE SPECIAL REQUIREMENTS ON LAYOUT PAGE. 4958.00± MAX GRADE 24" (600 mm) MIN* 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 (REFER TO PAVEMENT DESIGN PREPARED BY GEOTECHNICAL ENGINEER) 60" (1524 mm) **THIS CROSS SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION. PLEASE SEE THE LAYOUT SHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. 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. SUMP DEPTH TBD BY SITE DESIGN ENGINEER (24" [600 mm] MIN RECOMMENDED) 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 ADSPLUS125 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 #: MCFLAMP NOTE: INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBER CORRUGATION VALLEY. STORMTECH CHAMBER 4" PVC INSPECTION PORT DETAIL (MC SERIES CHAMBER) NTS 4" (100 mm) INSERTA TEE TO BE CENTERED ON CORRUGATION VALLEY CONCRETE COLLAR ASPHALT OVERLAY FOR TRAFFIC APPLICATIONS 12" (300 mm) MIN WIDTH 8" (200 mm) MIN THICKNESS OF ASPHALT OVERLAY AND CONCRETE COLLAR 8" NYLOPLAST UNIVERSAL DRAIN BODY (PART# 2708AG4IPKIT) OR TRAFFIC RATED BOX W/SOLID LOCKING COVER CONCRETE COLLAR / ASPHALT OVERLAY NOT REQUIRED FOR GREENSPACE OR NON-TRAFFIC APPLICATIONS 4" (100 mm) SDR 35 PIPE NYLOPLAST 8" LOCKING SOLID COVER AND FRAME 24" PARTIAL CUT END CAP, PART# MC7200IEPP24T OR MC7200IEPP24TW TYP OF ALL MC-7200 24" TOP CONNECTIONS 24" PARTIAL CUT END CAP,PART# MC7200IEPP24B OR MC7200IEPP24BW TYP OF ALL MC-7200 24" BOTTOM CONNECTIONS AND ISOLATOR PLUS ROWS PROPOSED LAYOUT 530 STORMTECH MC-7200 CHAMBERS 64 STORMTECH MC-7200 END CAPS 12 STONE ABOVE (in) 36 STONE BELOW (in) 40 % STONE VOID 154,780 INSTALLED SYSTEM VOLUME (CF) (PERIMETER STONE INCLUDED)(ABOVE ELEVATION 4944.24') 36046 SYSTEM AREA (ft²) 912 SYSTEM PERIMETER (ft) PROPOSED ELEVATIONS 4958.00±MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED) 4952.49 MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC) 4951.99 MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC) 4951.99 MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT) 4951.99 MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT) 4950.99 TOP OF STONE 4949.99 TOP OF MC-7200 CHAMBER 4946.91 24" TOP MANIFOLD INVERT 4946.66 30" TOP CONNECTION INVERT 4945.18 24" ISOLATOR ROW PLUS CONNECTION INVERT 4945.18 24" BOTTOM CONNECTION INVERT 4945.24 30" BOTTOM CONNECTION INVERT 4944.99 BOTTOM OF MC-7200 CHAMBER 4944.24 UNDERDRAIN INVERT 4941.99 BOTTOM OF STONE INSTALL FLAMP ON 24" ACCESS PIPE PART# MCFLAMP (TYP 4 PLACES) NOTES ·MANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECHNICAL NOTE 6.32 FOR MANIFOLD SIZING GUIDANCE. ·DUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BE NECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD. ·THIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARING CAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL AND PROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASED ONCE THIS INFORMATION IS PROVIDED. 30" ADS N-12 BOTTOM CONNECTION INVERT 2.95" ABOVE CHAMBER BASE (SEE NOTES) 24" X 24" ADS N-12 TOP MANIFOLD INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) 6" ADS N-12 DUAL WALL PERFORATED HDPE UNDERDRAIN (SIZE TBD BY ENGINEER / SOLID OUTSIDE PERIMETER STONE) INSPECTION PORT (TYP 4 PLACES) OUTLET STRUCTURE "BASIN A5" PER PLAN SHOWN AS 30" NYLOPLAST BASIN MAXIMUM OUTLET FLOW 14.0 CFS (DESIGN BY ENGINEER) STRUCTURE PER PLAN "BASIN C" (DESIGN BY ENGINEER/PROVIDED BY OTHERS) STRUCTURE PER PLAN "STMH C WQ WEIR" W/WEIR MAXIMUM INLET FLOW 33.1 CFS (DESIGN BY ENGINEER/PROVIDED BY OTHERS) ISOLATOR ROW PLUS (SEE DETAIL) PLACE MINIMUM 17.5' OF ADSPLUS125 WOVEN GEOTEXTILE OVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL CHAMBER INLET ROWS BED LIMITS 30" ADS N-12 BOTTOM CONNECTION INVERT 2.95" ABOVE CHAMBER BASE (SEE NOTES) STRUCTURE PER PLAN "BASIN B1" (DESIGN BY ENGINEER/PROVIDED BY OTHERS) STRUCTURE PER PLAN "STMH B WQ WEIR" W/WEIR MAXIMUM INLET FLOW 33.1 CFS (DESIGN BY ENGINEER/PROVIDED BY OTHERS) 24" X 24" ADS N-12 TOP MANIFOLD INVERT 23.05" ABOVE CHAMBER BASE (SEE NOTES) TIER 1 DEEP COVER SPECIAL PROVISIONS 1.INSTALLATION REQUIREMENTS SHALL BE AS SPECIFIED IN THE STORMTECH DESIGN MANUALS AND CONSTRUCTION GUIDES EXCEPT AS MODIFIED IN THESE SPECIAL PROVISIONS. 2.ATTENTION IS CALLED TO "TABLE 1 - ACCEPTABLE FILL MATERIALS" IN THE STORMTECH CONSTRUCTION GUIDE AND ALL OTHER APPEARANCES OF THE "ACCEPTABLE FILL MATERIALS TABLE. FOR AREAS OF THE SYSTEM WITH COVER ABOVE 7 FEET (2.1 m) FOR THE MC-4500/MC-7200 AND ABOVE 8 FEET (2.4 m) FOR THE MC-3500, EMBEDMENT STONE SHALL BE COMPACTED WITH 1-3 PASSES OF A WALK BEHIND VIBRATORY PLATE COMPACTOR OR JUMPING JACK IN 12-18" (300-450 mm) LIFTS. 3.STONE SHALL BE CLEAN, CRUSHED, AND ANGULAR AND SHALL CONFORM TO THE SPECIFICATIONS DESIGNATED IN THE ACCEPTABLE FILL MATERIALS TABLE. 4.STONE SHALL BE HARD AND DURABLE. IT IS THE ENGINEER'S OR CONTRACTOR'S RESPONSIBILITY TO SELECT HARD AND DURABLE STONE. STORMTECH CONSIDERS AN LA ABRASION VALUE OF LESS THAN OR EQUAL TO 30 TO BE HARD STONE. 5.FOUNDATION STONE SHALL BE MECHANICALLY COMPACTED WITH A VIBRATORY ROLLER OR VIBRATORY PLATE IN 6” (152 mm) LIFTS. 6.EMBEDMENT STONE MUST BE DUMPED IN PLACE BY A STONE SHOOTER OR CONVEYOR OR EXCAVATOR. 7.INSPECTION DURING THE INSTALLATION BY THE ENGINEER, OWNER OR OTHER REPRESENTATIVE IS RECOMMENDED. THE INSPECTION SHALL INCLUDE OBSERVATIONS OF THE CHAMBER SYMMETRY DURING BACKFILLING TO ENSURE THE CONTRACTOR'S METHODS ARE NOT CAUSING UNACCEPTABLE DISTORTION OF THE CHAMBERS. 8.AN ADS FIELD TECHNICIAN WILL CONDUCT A PRE-CONSTRUCTION MEETING TO TRAIN REPRESENTATIVES INSTALLING THE CHAMBERS AND THOSE WHO MAY BE PERFORMING INSTALLATION INSPECTIONS. 24" ADS N-12 BOTTOM CONNECTION INVERT 2.26" ABOVE CHAMBER BASE (SEE NOTES) CONTRACTOR TO REFER TO SHEET SUB1 FOR STORMTECH CHAMBER QUANTITIES. D9 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 901 STORMTECH DETAIL (2 OF 5) 903 STORMTECH DETAIL (4 OF 5) 4 900 STORMTECH DETAIL (1 OF 5) 902 STORMTECH DETAIL (3 OF 5) ® 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, SC-800, 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 D10 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 1000 STORMTECH DETAIL (5 OF 5)1001 CDOT TYPE D INLET 1002 CDOT TYPE R INLET (1 OF 2)1003 CDOT TYPE R INLET (2 OF 2) FLOWLINE CURB AND GUTTER WALK CONNECT DOWNSPOUT OR ROOF DRAIN WITH 90° ELBOW ADAPTER (SEE DETAIL ON SHEET D6) 6" PIPE INSTALL ACO K1-010 KLASSIK TENCH DRAIN PER MANUFACTURE'S RECOMMENDATIONS. KLASSIK TRENCH DRAIN TO DISCHARGE INTO FLOWLINE OF GUTTER. COORDINATE WITH LANDSCAPE ARCHITECT FOR TRENCH DRAIN GRATE. CONNECT TO KLASSIK TENCH DRAIN WITH ACO UNIVERSAL END CAP. NOTE: INSTALL TRENCH DRAIN PER MANUFACTURER'S SPECIFICATIONS. D11 DE T A I L S ST O R M 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 Structure Schedule Structure ID Type Grate A1 4' Dia. Manhole Standard A2 18" Nyloplast Basin Solid Traffic Rated Lid A3 18" Nyloplast Basin Solid Traffic Rated Lid A4 100-yr Orifice 18" Nyloplast Basin Solid Traffic Rated Lid A5 30" Nyloplast Basin Solid Traffic Rated Lid B WQ WEIR 4' Dia. Manhole Standard Heavy B1 36" Nyloplast Basin Solid Traffic Rated Lid B2 5' Dia. Manhole Standard B3 Type C Inlet Close Mesh B4 30" Nyloplast Basin Solid Traffic Rated Lid B5-1 8" Nyloplast Basin Dome Grate B6 30" Nyloplast Basin Solid Traffic Rated Lid B6-1 12" Nyloplast Basin Dome Grate B7-1 8" Nyloplast Basin Dome Grate B9 30" Nyloplast Basin Solid Traffic Rated Lid B10 Type C Inlet Close Mesh B11 18" Nyloplast Basin Solid Lid B14-1 12" Nyloplast Basin Solid Lid B17-1 12" Nyloplast Basin Solid Lid B21 12" Nyloplast Basin Solid Lid C 36" Nyloplast Basin Solid Traffic Rated Lid C1 Type C Inlet Close Mesh C1-1 30" Nyloplast Basin Solid Lid C1-2 30" Nyloplast Basin Solid Lid C1-3 15" Nyloplast Basin Solid Lid C1-3-1 8" Nyloplast Basin Dome Grate C1-4 12" Nyloplast Basin Dome Grate C1-6 12" Nyloplast Basin Dome Grate C2-1 12" Nyloplast Basin Dome Grate C3 Type C Inlet Close Mesh C3-1 18" Nyloplast Basin Dome Grate C4-1 12" Nyloplast Basin Dome Grate C5 6' Dia. Manhole Standard Heavy C5-1 12" Nyloplast Basin Dome Grate C6-1 8" Nyloplast Basin Dome Grate C7-1 8" Nyloplast Basin Dome Grate C8 4' Dia. Manhole Standard Heavy C9 Type C Inlet Close Mesh C10 12" Nyloplast Basin Solid Traffic Rated Lid C11 12" Nyloplast Basin Dome Grate C12 12" Nyloplast Basin Solid Lid C17 12" Nyloplast Basin Solid Lid E4 12" Nyloplast Basin Solid Lid F1 36" Nyloplast Basin Solid Traffic Rated Lid F2 Type D Inlet Close Mesh F3 36" Nyloplast Basin Solid Traffic Rated Lid F6 15" Nyloplast Basin Solid Lid F7 10" Nyloplast Basin Dome Grate G2 24" Nyloplast Basin Solid Traffic Rated Lid G3 15" Nyloplast Basin Solid Traffic Rated Lid G3-1 12" Nyloplast Basin Dome Grate G4-1 8" Nyloplast Basin Dome Grate G5 15" Nyloplast Basin Solid Traffic Rated Lid G6 12" Nyloplast Basin Dome Grate H1-1 12" Nyloplast Basin Dome Grate H2-1 12" Nyloplast Basin Dome Grate H3 15" Nyloplast Basin Solid Traffic Rated Lid H4-1 8" Nyloplast Basin Dome Grate H6 5' Type R Inlet Standard H7 10" Nyloplast Basin Solid Lid H11 10" Nyloplast Basin Solid Lid I3 18" Nyloplast Basin Solid Traffic Rated Lid I4 Type C Inlet Close Mesh I5 12" Nyloplast Basin Solid Traffic Rated Lid I1-1 8" Nyloplast Basin Dome Grate I2-1 8" Nyloplast Basin Dome Grate I3-1 12" Nyloplast Basin Dome Grate I3-N1 12" Nyloplast Basin Dome Grate J1 15" Nyloplast Basin Dome Grate J2 18" Nyloplast Basin Solid Lid J3 15" Nyloplast Basin Solid Lid J10 12" Nyloplast Basin Solid Lid K1 12" Nyloplast Basin Solid Lid K5 12" Nyloplast Basin Solid Lid K10 12" Nyloplast Basin Solid Lid L1 15" Nyloplast Basin Dome Grate N1 Type D Inlet Close Mesh P1 15" Nyloplast Basin Dome Grate P2 15" Nyloplast Basin Solid Lid P5-2 12" Nyloplast Basin Solid Lid P8 15" Nyloplast Basin Solid Lid Q1 Fort Collins Area Inlet Standard 1103 INLET SCHEDULE 1101 TYPICAL ROOF DRAIN TO TRENCH DRAIN CONNECTION (ONE ROOF DRAIN) 1100 FORT COLLINS AREA INLET 1102 TYPICAL VALLEY PAN D12 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 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 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 (max)  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" Cu r b Fl a r e Varies Cu r b Fl a r e Ra m p Cu 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 TOP BACK OF CURB FLOWLINE LIP OF GUTTER MATCH INTO LIP OF GUTTER ELEVATION PER GRADING PLAN ELEVATION PER GRADING PLAN 1' WIDE CONCRETE COLLAR 1' WIDE CONCRETE COLLAR 1' WIDE CONCRETE COLLAR 6:1 MAX (TYP.) ALL SIDES 2.0 % M A X MATCH INTO LIP OF GUTTER MATCH INTO LIP OF GUTTER MATCH INTO LIP OF GUTTER D14 DE T A I L S SI T E 51 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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.) 6" MIN MAX 30° PROPOSED GRADE CONCRETE WALK 18" MAX 6" MIN 12" TYP. 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 GR A D E T O DA 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 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. HANDICAP PARKING DETAIL TYPICAL UTILITY TRENCH DETAIL TYPICAL SIDEWALK WIDENING DETAIL T 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IRR IRR IRR IRR IRR 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 IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R DFC NORTH FIELD LLC 981 LINDENMEIER ROAD SUNIGA ROAD LEM 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 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 CONTRACTOR TO COMPLETE SWEEPING ACTIVITIES AT THE END OF THE DAY PER NOTE 15. 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 EC1 ER O S I O N C O N T R O L P L A N IN I T I A L 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 SUBSURFACE TREATMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE SUBSURFACE TREATMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE SUBSURFACE TREATMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE SUBSURFACE TREATMENT SYSTEM. 18.SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET CS3. 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 SEPTEMBER 11, 2024 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 ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER STABILIZED STAGING AREA LINEAR FIBER ROLL EROSION CONTROL NOTES: T 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IRR IRR IRR IRR IRR D D D D D D D D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E E E E E E E TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G DFC NORTH FIELD LLC 981 LINDENMEIER ROAD GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE E E E E E E E E TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G SUNIGA ROAD LEM 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 UD EEE 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 MONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF IR E E E E E E TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U EE E E EE 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 E UG U UG U E E E E E E 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 SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 4' CONCRETE CULVERT RUNDOWN STORMTECH MC-7200 SYSTEM BUILDING 1000 BUILDING 2000 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 CONTRACTOR TO COMPLETE SWEEPING ACTIVITIES AT THE END OF THE DAY PER NOTE 15. CONTRACTOR TO COMPLETE SWEEPING ACTIVITIES AT THE END OF THE DAY PER NOTE 15. BUILDING 3000 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 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 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 SEPTEMBER 11, 2024 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 ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER STABILIZED STAGING AREA LINEAR FIBER ROLL EROSION CONTROL NOTES: 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE 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 SUBSURFACE TREATMENT SYSTEM. LOOSE MATERIALS SHALL NOT BE STORED ON THE SUBSURFACE TREATMENT AREA. MUD AND SEDIMENT-LADEN RUNOFF SHOULD BE KEPT AWAY FROM THE SUBSURFACE TREATMENT AREA. TEMPORARILY DIVERT RUNOFF OR INSTALL SEDIMENT CONTROL MEASURES AS NECESSARY TO REDUCE THE AMOUNT OF SEDIMENT RUN-ON TO THE SUBSURFACE TREATMENT SYSTEM. 18.SEE ADDITIONAL EROSION CONTROL NOTES ON SHEET CS3. T 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IRR IRR IRR IRR IRR D D D D D D D D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R DFC NORTH FIELD LLC 981 LINDENMEIER ROAD GRAHAM JOHN C / GINGER L 1100 E VINE DRIVE E E E E E E E E FD C FDC FDC FDC FDC FD C TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G SUNIGA ROAD LEM 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 UD EEE 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 MONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF IR E E E E E E TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U EE E E EE 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 E UG U UG U E E E E E E 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 EC3 ER O S I O N C O N T R O L P L A N FI N A L 54 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 SEPTEMBER 11, 2024 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 ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U PROPOSED STORM MANHOLE PROPOSED NYOPLAST SOLID GRATE COVER STABILIZED STAGING AREA LINEAR FIBER ROLL EROSION CONTROL NOTES: FLOW ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLE/FIBER ROLLS, BUTT THE SECOND WATTLE/FIBER ROLL TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLE/FIBER ROLLS AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE/FIBER ROLL USES 6 STAKES A 20 FOOT WATTLE/FIBER ROLL USES 5 STAKES A 12 FOOT WATTLE/FIBER ROLL USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE/FIBER ROLL. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE/FIBER ROLL. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE/FIBER ROLL UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE/FIBER ROLL WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLE/FIBER ROLLS ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLE/FIBER ROLLS ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE/FIBER ROLL AT AN ANGLE TOWARD THE FIRST WATTLE/FIBER ROLL IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE/FIBER ROLL "A"WATTLE/FIBER ROLL "B" INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE/FIBER ROLL. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE/FIBER ROLL. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE/FIBER ROLL. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE/FIBER ROLL. WHEN INSTALLING RUNNING LENGTHS OF WATTLE/FIBER ROLLS, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE/FIBER ROLL TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE/FIBER ROLL LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE/FIBER ROLL. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE/FIBER ROLL "A", ACROSS TO FRONT OF WATTLE/FIBER ROLL "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE/FIBER ROLL "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE/FIBER ROLL. WATTLE/FIBER ROLL INSTALLATION NOTES: 1.THE LOCATION AND LENGTH OF WATTLE/FIBER ROLL IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2.WATTLE/FIBER ROLLS SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3.WATTLE/FIBER ROLLS SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4.NOT FOR USE IN CONCENTRATED FLOW AREAS. 5.THE WATTLE/FIBER ROLLS SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6.WATTLE/FIBER ROLLS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7.ON SLOPES, WATTLE/FIBER ROLLS SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT UPWARD ANGLE AT THE END OF THE ROW IN ORDER TO CREATE PONDING AT THE MID SECTION. 8.RUNNING LENGTHS OF WATTLE/FIBER ROLLS SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9.SPACING - DOWNSLOPE: VERTICAL SPACING FOR SLOPE INSTALLATIONS SHOULD BE DETERMINED BY SITE CONDITIONS. SLOPE GRADIENT AND SOIL TYPE ARE THE MAIN FACTORS. A GOOD RULE OF THUMB IS: 1:1 SLOPES = 10 FEET APART 2:1 SLOPES = 20 FEET APART 3:1 SLOPES = 30 FEET APART 4:1 SLOPES = 40 FEET APART, ETC. HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE/FIBER ROLL PLACED BEHIND THE ABUTMENT OF TWO WATTLE/FIBER ROLLS IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 10.STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLE/FIBER ROLLS. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE/FIBER ROLL: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 4"-6" ABOVE WATTLE/FIBER ROLL AFTER BAILING WIRE OR NYLON ROPE IS ATTACHED. STAKES NEED TO BE TAMPED UNTIL WIRE/ROPE IS SNUG WITH WATTLE/FIBER ROLL. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLE/FIBER ROLLS SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLE/FIBER ROLLS MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. 3' - 4' 1' 1' 1' 2' TYP. EC4 ER O S I O N C O N T R O L D E T A I L S 55 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 006 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 007 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 LINEAR FIBER ROLL005 T 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W 10 ' ' W IR R IR R IR R IRR IRR IRR IRR IRR 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 IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R DFC NORTH FIELD LLC 981 LINDENMEIER ROAD SUNIGA ROAD LEM 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 EX1 EXISTING NECCO STORM LINE A4 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) EXISTING MANHOLE RISER A3 RIM = 4950.62 BOTTOM OF BOX = 4941.50 EX-INLET GRATE = 4947.90 INV OUT = 4941.38 (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 30' UTILITY & DRAINAGE EASEMENT (REC. #20200000602) GREELEY WATER LINE EASEMENT (WIDTH VARIES) (REC. #20080062293) 50' DRAINAGE & UTILITY EASEMENT (REC #20190075879 & #20180037022)EXISTING NECCO BACKBONE STORM LINE A1 500-YEAR FLOODPLAIN EX-STRM MH RIM = 4951.44 INV IN = 4943.74 (N) INV OUT = 4943.54 (S) EX2 EX1 EX2 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 DR1 DR A I N A G E E X H I B I T EX I S T I N G 56 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 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 SEPTEMBER 11, 2024 FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION EXCLUSIVE PERMANENT ELCO WATER LINE EASEMENT (REC. #20080070035) (WIDTH VARIES) EXISTING RUNOFF SUMMARY: C2 C100 Q2 (cfs) Q100 (cfs) T UGE UGE UGE UGE IR R IR R IR R IRR IRR IRR IRR IRR D D D D D D D D D IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R E E E E E E E E TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G UD UD UD UD UD UD UD UD UD UD UD UD EEE E E E E E E E E E E E E E E E E E E E E E E E E MONITO R I N G W E L L TRAFFIC R A T E D TF TF TF TF TF TF TF IR E E E TSALPOLYND D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTO WATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYND D D ONOTPOLLTEUCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRON RAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U TSALPOLYN D D D ONOTPOLLTE UCTILEIRONRAINSTOWATERWAYS U EE E E EE 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 UG U UG U E E E E E DFC NORTH FIELD LLC 981 LINDENMEIER ROAD 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) 50' DRAINAGE & UTILITY EASEMENT (REC #20180037022) 30' UTILITY 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 30' ELCO NON-EXCLUSIVE EASEMENT A B F GH OS1 OS2 OS4 OS5 M C D E L K I J N OS3 SUNIGA ROAD LEM 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 TRACT A D, U, EA F G M R1 R3 R4 R6 R7 R8 R10 R9 R11 H R12 R13 R14 OS1 OS3 OS4 R2 R5 R15 OS5 C D E K I J N A B OS2 INLET Q1 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) OUTFALL BASIN w/ WEIR 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 C, E, F, H, M, & K OVERTOPPING LOCATION FOR DESIGN POINT I OVERTOPPING LOCATION FOR DESIGN POINT J INLET B7-1 INLET B6-1 INLET B5-1 INLET B3 INLET J1 INLET I1-1 INLET I2-1 INLET I3-1 INLET I4 INLET B10 INLET C1 INLET C1-3-1 INLET C1-4 INLET C1-6 INLET P1 INLET C2-1 INLET C3-1 INLET C4-1 INLET C3 INLET C5-1 STORMTECH CHAMBER (SEE KEYNOTE 1) WATER QUALITY BASIN w/ WEIR 2 2 2 INLET L1 INLET F2 INLET N1 2L INLET F7 DOG PARK INLET C6-1 INLET C7-1 INLET G3-1 INLET G4-1 INLET G6 INLET C9 INLET C11 INLET H6 OVERTOPPING LOCATION FOR DESIGN POINT D INLET I3-N1 DR2 DR A I N A G E E X H I B I T DE V E L O P E D 57 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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 SEPTEMBER 11, 2024 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: C2 C100 Q2 (cfs) Q100 (cfs) 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 11,761.20 Detention Required Detention 133,324.00 Installed Detention Storage 136,825.80 Summary Required combined LID and Detention Volumes 145,085.20 Installed combined LID and Detention Volumes 148,513.60 1 KEYNOTES 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 2 STORMTECH EMERGENCY OVERFLOW E E E E E E E E FD C FDC FDC FDC FDC FD C TF TF TF TF TF TF TF TF G G G G G G G G G G G G G G G G G G G GG G G IR R IR R IR R IRR IRR IRR IRR IRR IR R IR R IR R IR R IR R IR R IR R IR R IR R IR R 59.58 PG 59.19 PG 58. 1 0 PG 54.97 PG 57. 8 8 PG 55.95 PG 58.4 7 PG 56.1 2PG 43.0 7 GW S 41.41GWS 41.8 8 GWS 43.0 3 GWS 42.3 6 GWS 43.7 2 GW S 43.75GWS 44.7 7 GWS DFC NORTH FIELD LLC 981 LINDENMEIER ROAD SUNIGA ROAD LEM 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 NO 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 . 1 3 ) (5 1 . 0 3 ) (50 . 0 7 ) (4 8 . 1 6 ) (51 . 7 5 ) (50.8 9 ) (52.44) (49 . 5 3 ) BE1 EX H I B I T BO R I N G 58 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 i n s t r u m e n t s of s e r v i c e p r 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 . a n d ar e n o t t o b e u s e d f o r a n y t y p e of c o n s t r u c t i o n u n l e s s s i g n e d an d s e a l e d b y a P r o f e s s i o n a l En g i n e e r i n t h e e m p l o y o f No r t h e r n E n g i n e e r i n g S e r v i c e s , In c . NO T F O R C O N S T R U C T I O N RE V I E W S E T of 58 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