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HomeMy WebLinkAboutFISCHER PROPERTIES - FDP230010 - SUBMITTAL DOCUMENTS - ROUND 2 - UTILITY PLANSWEST PROSPECT ROAD SOUTH SHIELDS STREET57' RIGHT-OF-WAY RESIDENTIAL LOCAL STREET (WITH PARKWAY)7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY EASEMENT DRIVE-OVER CURB & GUTTER ℄ 4:1 MAX 30' - 15' -℄7' PARKING8.5' PARKWAY5' SIDEWALK9' UTILITY EASEMENT DRIVE-OVER CURB & GUTTER 4:1 MAX 15' -℄ 16' TRAVEL LANE 1 COVER SHEET Original Field Survery: Northern Engineering Project No. 1382-001 Date: August 07,2017 SEPTEMBER 2023 CONTACT INFORMATION PROJECT TEAM: VICINITY MAP NORTH Project Datum: NAVD88 Benchmark PAULUS On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and Elizabeth St. Elevation: 5025.82 Benchmark CSU2 The mark is a standard brass Larimer County geodetic control disk set in 2002, in the campus of Colorado State University approx. 240.8 feet South from the center line of North Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center of the delivery road to the University Club and 1.1 feet Southwest from the edge of the sidewalk. Elevation: 5006.29 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.17' Basis of Bearings The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed). PROJECT BENCHMARKS: FISCHER PROPERTIES PROJECT TEAM: OWNER/APPLICANT GEOTECHNICAL ENGINEER Earth Engineering Company, Inc. David A. Richer, PE 4396 Greenfield Drive Windsor, Colorado 80550 (970) 545-3908 SHEET INDEX A TRACT OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO FIELD SURVEY BY: TYPICAL SECTIONS 1 COVER SHEET 2 GENERAL & CONSTRUCTION NOTES SITE SHEETS 3 EXISTING CONDITIONS & DEMOLITION PLAN 4 CIVIL SITE PLAN GRADING SHEETS 5 OVERALL GRADING PLAN 6-7 GRADING PLAN 8 SUBGRADE PLAN UTILITY SHEETS 9 OVERALL UTILITY PLAN 10-11 UTILITY PLAN SANITARY SEWER SHEETS 12 SANITARY LINE A PLAN & PROFILE WATERLINE SHEETS 13 WATERLINE A PLAN & PROFILE STORM DRAIN SHEETS 14 STORM DRAIN A PLAN & PROFILE 15 STORM DRAIN A4-A PLAN & PROFILE 16 STORM DRAIN A4-B PLAN & PROFILE 17 STORM DRAIN A4-C, A4-D, A4-E, & A4-F PLAN 18 STORM DRAIN B, C & D PLAN & PROFILE 19 STORM DRAIN E & F PLAN & PROFILE & LANDSCAPE DRAINS G&H STREET SHEETS 20 LAKEWOOD DRIVE PLAN & PROFILE 21 WESTWARD DRIVE RIGHT FLOWLINE - PLAN & PROFILE 22 DEL MAR STREET RIGHT FLOWLINE - PLAN & PROFILE 23 DEL MAR STREET & LAKEWOOD DRIVE INTERSECTION DETAIL DETAIL SHEETS 24 GRADING DETAILS 25 SANITARY SEWER DETAILS 26-27 WATER DETAILS 28-32 DRAINAGE DETAILS 33-34 SITE DETAILS EROSION CONTROL SHEETS 35 INITIAL EROSION CONTROL PLAN 36 INTERIM EROSION CONTROL PLAN 37 FINAL EROSION CONTROL PLAN 38-39 EROSION CONTROL DETAILS DRAINAGE SHEETS 40 HISTORIC DRAINAGE EXHIBIT 41 DRAINAGE EXHIBIT UTILITY PLANS FOR Earth Engineering Consultants, LLC Subsurface Exploration Report Fischer Property - Proposed 2 to 3 Story Mixed Use Development West of South Shields Street and East of Del Mar Street Fort Collins, Colorado EEC Project No. 1222022 Date: April 27, 2022 SUBSURFACE EXPLORATION BY: 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 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETAPPROVED: 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: PROJECT LOCATION Ripley Design, Inc. Russ Lee, President 419 Canyon Avenue, Suite 200 Fort Collins, CO. 80521 (970) 224-5828 Northern Engineering Services, Inc. Danny Weber, PE 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 Northern Engineering Services, Inc. Bob Tessely, PLS 301 North Howes Street, Suite 100 Fort Collins, Colorado 80521 (970) 221-4158 E N G I N E E R N GI EHTRON R N E N G I N E E R N GI EHTRON R N PLANNER/ LANDSCAPE ARCHITECT SITE ENGINEER SURVEYOR ■ land planning ■ landscape architecture ■ ■ urban design ■ entitlement ■ Erik Fischer 125 S. Howes Street, Suite 900 Fort Collins, CO 80521 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: 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 GAS-----------------Xcel Energy-----------------------------Cory Thelen (970) 225-7843 cory.m.thelen@xcelenergy.com ELECTRIC--------City of Fort Collins Light & Power--Cody Snowdon (970) 416-2306 csnowdon@fcgov.com CABLE-------------Comcast----------------------------------Marcus Petty (970) 275-0572 marcus_petty@comcast.com TELECOM.--------Lumen-------------------------------Brady Craddock (970) 342-3431 brady.craddock@lumen.com WATER------------City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179 jmcchesney@fcgov.com WASTEWATER--City of Fort Collins Utilities-----------Jim McChesney (970) 556-8179 jmcchesney@fcgov.com STORMWATER-City of Fort Collins Utilities-----------Heidi Hansen (970) 221-6854 hhansen@fcgov.com City of Fort Collins Construction Inspection Manager Ken Zetye kzetye@fcgov.com Additional Survery: Northern Engineering Project No. 1382-002 Date: March 23, 2022 ABC =AGGREGATE BASE COURSE ACP =ASBESTOS-CEMENT PIPE BLDG =BUILDING BP =BEGINNING POINT CL =CENTERLINE CMP =CORRUGATED METAL PIPE C.O. =CLEAN OUT DIP =DUCTILE IRON PIPE DS =DOWN SPOUT EAE =EMERGENCY ACCESS EASEMENT EL or ELEV =ELEVATION EOA =EDGE OF ASPHALT EP =ENDING POINT FES =FLARED END SECTION FFE =FINISHED FLOOR ELEVATION FGW =FINISHED GROUND AT WALL FACE FL =FLOWLINE FH =FIRE HYDRANT GB =GRADE BREAK GV =GATE VALVE HC =HANDICAP HP =HIGH POINT INV =INVERT LF =LINEAR FEET LP =LOW POINT MAX =MAXIMUM MH or M.H.=MANHOLE MIN =MINIMUM PC =POINT OF CURVATURE PCR =POINT OF CURVE RETURN PERF =PERFORATED PRC =POINT OF REVERSE CURVE PT =POINT OF TANGENCY PVC =POLYVINYL CHLORIDE PVI =POINT OF VERTICAL INTERSECTION PVMT =PAVEMENT RCP =REINFORCED CONCRETE PIPE RD =ROOF DRAIN ROW =RIGHT OF WAY STA =STATION STD =STANDARD SQ FT =SQUARE FOOT / FEET SW =STEEL WATERLINE TB =THRUST BLOCK TBC =TOP BACK OF CURB TBW =TOP BACK OF WALK TF =TOP OF FOUNDATION TOW =TOP OF WALL TYP =TYPICAL UE =UTILITY EASEMENT WSEL =WATER SURFACE ELEVATION ABBREVIATIONS: SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETCALL 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 for Fischer Properties by Northern Engineering, dated Sept. 6, 2023 by Northern Engineering shall be followed and implemented. 20.Temporary erosion control during construction shall be provided as shown on the Erosion Control Plan. All erosion control measures shall be maintained in good repair by the Developer, until such time as the entire disturbed areas is stabilized with hard surface or landscaping. 21.The Developer shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system. Mud and debris must be removed within 24 hours by an appropriate mechanical method (i.e. machine broom sweep, light duty front-end loader, etc.) or as approved by the the City of Fort Collins street inspector. 22.No work may commence within any improved or unimproved public Right-of-Way until a Right-of-Way Permit or Development Construction Permit is obtained, if applicable. 23.The Developer shall be responsible for obtaining all necessary permits for all applicable agencies prior to commencement of construction. The Developer shall notify the the City of Fort Collins Inspector (Fort Collins - 221-6605) and the City of Fort Collins Erosion Control Inspector (Fort Collins - 221-6700) at least 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. If the City of Fort Collins Engineer is not available after proper notice of construction activity has been provided, the Developer may commence work in the Engineer absence. However, the City of Fort Collins reserves the right not to accept the improvement if subsequent testing reveals an improper installation. 24.The Developer shall be responsible for obtaining soils tests within the Public Right-of-Way after right of way grading and all utility trench work is complete and prior to the placement of curb, gutter, sidewalk and pavement. If the final soils/pavement design report does not correspond with the results of the original geotechnical report, the Developer shall be responsible for a re-design of the subject pavement section or, the Developer may use the City of Fort Collins' default pavement thickness section(s). Regardless of the option used, all final soils/pavement design reports shall be prepared by a licensed Professional Engineer. The final report shall be submitted to the Inspector a minimum of 10 working days prior to placement of base and asphalt. Placement of curb, gutter, sidewalk, base and asphalt shall not occur until the City of Fort Collins Engineer approves the final report. 25.The contractor shall hire a licensed engineer or land surveyor to survey the constructed elevations of the street subgrade and the gutter flowline at all intersections, inlets, and other locations requested by the the City of Fort Collins inspector. The engineer or surveyor must certify in a letter to the City of Fort Collins that these elevations conform to the approved plans and specifications. Any deviations shall be noted in the letter and then resolved with the City of Fort Collins before installation of base course or asphalt will be allowed on the streets. 26.All utility installations within or across the roadbed of new residential roads must be completed prior to the final stages of road construction. For the purposes of these standards, any work except c/g above the subgrade is considered final stage work. All service lines must be stubbed to the property lines and marked so as to reduce the excavation necessary for building connections. 27.Portions of Larimer County are within overlay districts. The Larimer County Flood Plain Resolution should be referred to for additional criteria for roads within these districts. 28.All road construction in areas designated as Wild Fire Hazard Areas shall be done in accordance with the construction criteria as established in the Wild Fire Hazard Area Mitigation Regulations in force at the time of final plat approval. 29.Prior to the commencement of any construction, the contractor shall contact the Local Entity Forester to schedule a site inspection for any tree removal requiring a permit. 30.The Developer shall be responsible for all aspects of safety including, but not limited to, excavation, trenching, shoring, traffic control, and security. Refer to OSHA Publication 2226, Excavating and Trenching. 31.The Developer shall submit a Construction Traffic Control Plan, in accordance with MUTCD, to the appropriate Right-of-Way authority. (The City of Fort Collins, Larimer County, Colorado), for approval, prior to any construction activities within, or affecting, the Right-of-Way. The Developer shall be responsible for providing any and all traffic control devices as may be required by the construction activities. 32.Prior to the commencement of any construction that will affect traffic signs of any type, the contractor shall contact the City of Fort Collins Traffic Operations Department, who will temporarily remove or relocate the sign at no cost to the contractor, however, if the contractor moves the traffic sign then the contractor will be charged for the labor, materials and equipment to reinstall the sign as needed. 33.The Developer is responsible for all costs for the initial installation of traffic signing and striping for the Development related to the Development's local street operations. In addition, the Developer is responsible for all costs for traffic signing and striping related to directing traffic access to and from the Development. 34.There shall be no site construction activities on Saturdays, unless specifically approved by the City of Fort Collins Engineer, and no site construction activities on Sundays or holidays, unless there is prior written approval by City of Fort Collins. 35.The Developer is responsible for providing all labor and materials necessary for the completion of the intended improvements, shown on these drawings, or designated to be provided, installed, or constructed, unless specifically noted otherwise. 36.Dimensions for layout and construction are not to be scaled from any drawing. If pertinent dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 37.The Developer shall have, onsite at all times, one (1) signed copy of the approved plans, one (1) copy of the appropriate standards and specifications, and a copy of any permits and extension agreements needed for the job. 38.If, during the construction process, conditions are encountered which could indicate a situation that is not identified in the plans or specifications, the Developer shall contact the Designer and the City of Fort Collins Engineer immediately. 39.The Developer shall be responsible for recording as-built information on a set of record drawings kept on the construction site, and available to the Larimer County's Inspector at all times. Upon completion of the work, the contractor(s) shall submit record drawings to the City of Fort Collins Engineer. 40.The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks (2) for the project as well as the basis of bearings. The information shall be as follows: Project Datum: NAVD88 Benchmark PAULUS On the East edge of a double manhole Type R Inlet, 15 feet South of a concrete multi-use trail tunnel, 7 feet West of top back of curb near the Southwest corner of Shields St. and Elizabeth St. Elevation: 5025.82 Benchmark CSU2 The mark is a standard brass Larimer County geodetic control disk set in 2002, in the campus of Colorado State University approx. 240.8 feet South from the center line of North Drive, 46.6 feet Northeast from the edge of CSU Lagoon, 33 feet Southwest from the center of the delivery road to the University Club and 1.1 feet Southwest from the edge of the sidewalk. Elevation: 5006.29 Please Note: This plan set is using NAVD88 for a vertical datum. Surrounding developments have used NGVD29 unadjusted datum (Prior City of Fort Collins datum) for their vertical datums. If NGVD29 unadjusted datum (Prior City of Fort Collins datum) is required for any purpose, the following equation should be used: NGVD29 = NAVD88 - 3.17' Basis of Bearings The East line of the Northeast Quarter of the Southeast Quarter of Section 15, Township 7 North, Range 69 West of the 6th P.M. as bearing South 00° 29' 40" West (assumed). 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.To ensure that sediment does not move off of individual lots one or more of the following sediment/erosion control BMPs shall be installed and maintained until the lots are sufficiently stabilized, as determined by the erosion control inspector. a.) Below all gutter downspout. b.) Out to drainage swales. c.) Along lot perimeter. d.) Other locations, if needed. 16.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 17.A Vehicle Tracking Control Pad shall be installed whenever it is necessary for construction equipment including but not limited to personal vehicles existing roadways. No earthern materials, i.e., stone, dirt, etc., shall be placed in the curb & gutter or roadway as a ramp to access temporary stockpile(s), staging area(s), construction material(s), concrete washout areas(s) and/or building site(s). 18.For additional information see separate Stormwater Management Plan / Erosion Control Report for Fischer Properties. 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.Valve boxes and manholes are to be brought up to grade at the time of pavement placement or overlay. Valve box adjusting rings are not allowed. 6.When an existing asphalt street must be cut, the street must be restored to a condition equal to or better than its original condition. The existing street condition shall be documented by the Inspector before any cuts are made. Cutting and patching shall be done in conformance with Chapter 25, Reconstruction and Repair. The finished patch shall blend smoothly into the existing surface. The determination of need for a complete overlay shall be made by the City of Fort Collins Engineer. All overlay work shall be coordinated with adjacent landowners such that future projects do not cut the new asphalt overlay work. 7.All traffic control devices shall be in conformance with these plans or as otherwise specified in M.U.T.C.D. (including Colorado supplement) and as per the Right-of-Way Work Permit traffic control plan. 8.The Developer is required to perform a gutter water flow test in the presence of the City of Fort Collins Inspector and prior to installation of asphalt. Gutters that hold more than 1/4 inch deep or 5 feet longitudinally, of water, shall be completely removed and reconstructed to drain properly. 9.Prior to placement of H.B.P. or concrete within the street and after moisture/density tests have been taken on the subgrade material (when a full depth section is proposed) or on the subgrade and base material (when a composite section is proposed), a mechanical "proof roll" will be required. The entire subgrade and/or base material shall be rolled with a heavily loaded vehicle having a total GVW of not less than 50,000 lbs. and a single axle weight of at least 18,000 lbs. with pneumatic tires inflated to not less that 90 p.s.i.g. "Proof roll" vehicles shall not travel at speeds greater than 3 m.p.h. Any portion of the subgrade or base material which exhibits excessive pumping or deformation, as determined by the City of Fort Collins Engineer, shall be reworked, replaced or otherwise modified to form a smooth, non-yielding surface. The City of Fort Collins Engineer shall be notified at least 24 hours prior to the "proof roll." All "proof rolls" shall be preformed in the presence of an Inspector. C. Traffic Signing and Pavement Marking Construction Notes 1.All signage and marking is subject to the General Notes on the cover sheet of these plans, as well as the Traffic Signing and Marking Construction Notes listed here. 2.All symbols, including arrows, ONLYS, crosswalks, stop bars, etc. shall be pre-formed thermo-plastic. 3.All signage shall be per the City of Fort Collins Standards and these plans or as otherwise specified in MUTCD. 4.All lane lines for asphalt pavement shall receive two coats of latex paint with glass beads. 5.All lane lines for concrete pavement should be epoxy paint. 6.Prior to permanent installation of traffic striping and symbols, the Developer shall place temporary tabs or tape depicting alignment and placement of the same. Their placement shall be approved by the City of Fort Collins Traffic Engineer prior to permanent installation of striping and symbols. 7.Pre-formed thermo-plastic applications shall be as specified in these Plans and/or these Standards. 8.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 for Fischer Properties by Northern Engineering, dated Sept. 6, 2023 by Northern Engineering shall be followed and implemented. 3.Prior to final inspection and acceptance by the City of Fort Collins, certification of the drainage facilities, by a registered engineer, must by submitted to and approved by the Stormwater Utility Department. Certification shall be submitted to the Stormwater Utility Department at least two weeks prior to the release of a certificate of occupancy for single family units. For commercial properties, certification shall by submitted to the Stormwater Utility Department at least two weeks prior to the release of any building permits in excess of those allowed prior to certification per the Development Agreement. 4.See City of Fort Collins Stormwater Criteria Manual - Appendix F Construction Control Measures Standard Notes and Standard Erosion Control Notes. E. Utility Notes 1.All waterline and sanitary sewer construction shall conform to the City of Fort Collins Utility standards and specifications current to date of construction. 2.Water mains shall be poly-wrapped D.I.P, or PVC with tracer wire. 3.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. 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. INFILL AND REDEVELOPMENT NOTE A.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.2 CONSTRUCTION NOTES GENERAL & /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XW S OWS OWS OWS OWS OWS OWS OELEC W D D D VAULT ELEC M C VAULT ELEC M M D D D C EC C CCCC VAULT ELEC C C C C V.P. V.P.STS S S S S S X 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS T 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTGW XX X X X X X X X XXXXX XXXXXXE W W W W W CTVCTVW CTV CTVCTVCTVCTVGGGCTV CTV G G G G G GGGG E EEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV X X X X X X X X X X XX X X X CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV XXXXXX X X X X X X X X X G G GG G CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR W VAULT CABLE C VAULT CABLE OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHUXXXXXXXXXXGGE E E6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SSW W W W W WWWWWWWWWWWW6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWEE E E E E E G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE EE6" ABDN WGGGGGGGGW W W W FOEFOG G G E E E E FO FO FO E6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E EES W ELEC WCS W W ELEC VAULT TELE ELEC W W M M M S W F.O. F.O. D D C SCS CABLE FO FO FO8" ABDN SS 8" ABDN SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" WSS GGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE EXISTING 40' FL-FL EXISTING 60' ROW EXISTING ±64' FL-FL EXISTING 60' ROW TO BE VACATED EXISTING ±39' FL-FL EXISTING 60' ROW 40' FL-FLOWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. LOT 17LOT 18LOT 19LOT 20LOT 21 LOT 39LOT 38LOT 37LOT 36LOT 34 LOT 35 LOT 40LOT 41LOT 42LOT 43 LOT 45 LOT 44 LOT 63LOT 62LOT 61LOT 60LOT 58 LOT 59 EXISTING SANITARY SEWER MANHOLE RIM=5038.44 INV IN=5030.84 (W) INV OUT=5030.69 (S) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED RIM=5031.59 INV IN=5124.39 (E) INV IN=5124.4 (S) INV OUT=5124.39 (E) EXISTING SANITARY SEWER MANHOLE TO BE REMOVED RIM=5030.94 INV IN=5023.34 (N) INV OUT=5023.31 (S) EXISTING SANITARY SEWER MANHOLE EXISTING SEWER MAIN TO BE ABANDONED AT MANHOLE PER CITY WATER AND WASTEWATER SPECIFICATIONS (SEE NOTE 7.) RIM=5035.50 INV IN=5022.45 (N) - PLUG INV IN=5026.44 (W) DROP INV OUT=5022.29 (E) EXISTING ±39' HALF ROW OWNER: CHABAD-LUBAVITCH OF NORTHERN COLORADO INC. 1201 S. SHIELDS ST. OWNER: SUTHERLAND RICHARD CLAY TTEE TEST TRUST 1188 WESTWARD DR. OWNER: WILSON JEFFREY S. 1200 WESTWARD DR. OWNER: STOBBELAAR SAMUAL D. 1204 WESTWARD DR. OWNER: RINCON TRUST 1208 WESTWARD DR. OWNER: GRIFFITHS THOMAS 1212 WESTWARD DR.COLORADO STATEUNIVERSITY//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////// //////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////// EXISTING FENCE TO BE REMOVED (TYP.) EXISTING GATE TO BE REMOVED (TYP.) EXISTING GATE TO BE REMOVED (TYP.) EXISTING TREE TO BE REMOVED (TYP.) EXISTING BUILDINGS TO BE REMOVED (TYP.) EXISTING SHRUB TO BE REMOVED (TYP.) ±400 LF EXISTING HOLLYWOOD CURB, GUTTER, & ATTACHED SIDEWALK TO BE REMOVED EXISTING WATER SERVICE AND EXISTING SANITARY SERVICE TO BE REMOVED AND CAPPED AT MAIN EXISTING WATER SPIGOT TO BE REMOVED (TYP.) EXISTING GRAVEL DRIVE TO BE REMOVED (TYP.) EXISTING UTILITY POLE TO BE REMOVED (TYP.) EXISTING NATURAL GAS LINE TO BE REMOVED EXISTING NATURAL GAS LINE TO BE REMOVED ±279 LF EXISTING HOLLYWOOD CURB, GUTTER, & ATTACHED SIDEWALK TO BE REMOVED EXISTING DRIVEWAY APPROACHES TO BE REMOVED EXISTING UTILITY EASEMENT TO BE VACATED (TYP.) EXISTING UTILITY EASEMENT TO BE VACATED (TYP.) EXISTING LOT LINE TO BE VACATED (TYP.) ±522 LF EXISTING 8" CLAY SANITARY SEWER TO BE ABANDONED IN PLACE CONTRACTOR TO LOCATE EXISTING SEWER SERVICE FOR 1205 WESTWARD DR. PRIOR TO ABANDONMENT OF MAIN. EXISTING 8" CLAY SANITARY SEWER TO REMAIN ABANDONED 6" CAST IRON WATER MAIN EXISTING 6" CAST IRON WATER MAIN TO REMAIN EXISTING 15" PVC SANITARY SEWER TO REMAIN EXISTING 21" RCP STORM DRAIN TO REMAIN EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING 10" CLAY SANITARY SEWER EXISTING ELECTRIC EXISTING 6" CAST IRON WATER MAIN TO REMAIN EXISTING GAS LINE EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING STORM DRAIN EXISTING FENCE EXISTING 24" RCP STORM DRAIN TO REMAIN EXISTING 18" RCP STORM DRAIN TO REMAIN PROPOSED SAWCUT (TYP.) PROPOSED SAWCUT (TYP.) ABANDONED 6" CAST IRON WATER MAIN EXISTING 8" CLAY SANITARY SEWER TO REMAIN APPROX. LOCATION EXISTING FIRE HYDRANT TO REMAIN EXISTING SECTION LINE EXISTING 3' ATTACHED SIDEWALK EXISTING HOLLYWOOD CURB, GUTTER, & WALK EXISTING 3' ATTACHED SIDEWALK EXISTING 6' ATTACHED SIDEWALK EXISTING WATER SERVICE TO BE REMOVED TO ROW AND REUSED PROTECT EXISTING TREE IN PLACE PROTECT CRITICAL ROOT ZONE AS MUCH AS POSSIBLE. EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) EXISTING "STOP" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING "2-HOUR PARKING" SIGN TO BE RELOCATED EXISTING WATER SERVICE TO BE REMOVED AND ABANDONED AT MAIN (TYP.) RELOCATE EXISTING ELECTRIC BOX AND CABLE PEDESTAL EXISTING MAILBOX TO BE REMOVED EXISTING MAILBOX TO BE REMOVED EXISTING "2-HOUR PARKING" SIGN AND STREET LIGHT TO REMAIN/RELOCATE AS NECESSARY EXISTING 15" RCP STORM DRAIN TO REMAIN DEL MAR DEMOLITION AND PAVING TO BE COORDINATED WITH THE CITY OF FORT COLLINS WATER MAIN RELOCATION PROJECT EXISTING SANITARY SEWER MAIN TO BE ABANDONED PER CITY SPECIFICATIONS. REMOVE EXISTING MANHOLE IN FRONT YARD. CONNECT EXISTING SERVICES TO SANITARY SEWER A IN WESTWARD DR. PROPOSED SAWCUT (TYP.) EXISTING WATER SERVICE TO BE REUSED SEE SHEET 11 PROPOSED SAWCUT (TYP.) EXISTING WATER SERVICE TO BE REMOVED AND CAPPED AT MAIN EXISTING SANITARY SERVICE TO BE REMOVED AND CAPPED AT MAIN EXISTING SANITARY SERVICE TO BE REMOVED AND CAPPED AT MAIN CONTRACTOR TO LOCATE EXISTING SANITARY SERVICE, REMOVE AND CAP AT MAIN. COORDINATE STREET CUT WITH CITY INSPECTOR. EXISTING BUILDINGS TO BE REMOVED (TYP.) APPROXIMATE LOCATION EXISTING SPEED TABLE TO BE REMOVED AND RECONSTRUCTED.//////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////EXISTING WALL TO BE REMOVED CONTRACTOR TO LOCATE EXISTING UTILITIES AND VERIFY VERTICAL CLEARANCE FOR PROPOSED STORM DRAIN PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY CONFLICTS PRIOR TO CONSTRUCTION. APPROXIMATE LOCATION EXISTING 6" PVC WATER MAIN (CITY OF FORT COLLINS) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETEXISTING ELECTRIC E LEGEND: G T EXISTING STORM SEWER ST EXISTING TELEPHONE EXISTING GAS EXISTING IRRIGATION BOX EXISTING GAS METER EXISTING TELEPHONE PEDESTAL EXISTING TREES (TO REMAIN) FIELD SURVEY BY: NOTES: EXISTING SANITARY SEWER SS EXISTING WATER W EXISTING FENCE X EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING ELECTRIC VAULT PROJECT BOUNDARY EXISTING RIGHT-OF-WAY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR VAULT ELEC CONTROL IRR EXISTING TREES (TO BE REMOVED) EXISTING CABLE CTV EXISTING FIBER OPTIC FO 1. THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING DEMOLITION, REMOVAL, REPLACEMENT, AND DISPOSAL OF ALL FACILITIES AND MATERIAL. 3.CONTRACTOR IS ENCOURAGED TO PERFORM DEMOLITION IN A MANNER THAT MAXIMIZES SALVAGE, RE-USE, AND RECYCLING OF MATERIALS. THIS INCLUDES APPROPRIATE SORTING AND STORING. IN PARTICULAR, DEMOLISHED CONCRETE, ASPHALT, AND BASE COURSE SHOULD BE RECYCLED IF POSSIBLE. 4.ALL SYMBOLS ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.CONTACT THE PROJECT SURVEYOR FOR ANY INQUIRIES RELATED TO THE EXISTING SITE SURVEY. 6.ALL WATER AND SEWER SERVICES SHALL BE REMOVED AND ABANDONED AT THE CITY MAIN, PER FORT COLLINS UTILITIES STANDARDS. 7.ABANDONMENT OF EXISTING SEWER MAIN MAY NOT BE PERFORMED UNTIL WESTWARD SEWER MAIN IS CONSTRUCTED AND ALL UPSTREAM RECONNECTIONS HAVE BEEN PERFORMED AND INSPECTED BY THE CITY. ABANDONED SEWER MAIN TO BE FILLED WITH FLY ASH OR FLOWABLE FILL OR PER INSPECTOR. EXISTING OVERHEAD UTILITY OHE NORTHERN ENGINEERING PROJECT NO. 1382-001 DATE: AUGUST 07,2017 EXISTING SECTION LINE NORTHERN ENGINEERING PROJECT NO. 1382-002 DATE: MARCH 23, 2022 3 DEMOLITION PLAN EXISTING CONDITIONS &CONTRACTOR TO COORDINATE SEWER REMOVALS AND RE-CONNECTIONS WITH PROPERTY OWNERS. EXISTING 8" PVC WATER MAIN APPROXIMATE LIMITS OF CONCRETE/ ASPHALT REMOVAL X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XSSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W CC C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC CCCCCCCC/ / / / / / / /C5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 6' SIDEWALK8' SIDEWALK 7' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 6' SIDEWALKSPRING F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE 6.42' SIDEWALK6.42' SIDEWALK18' (TYP.) 8.5' (TYP.) 30' FL-FL57' ROW 12.5' (TYP.) 19' 18' (TYP.) 18' (TYP.) 8.5' (TYP.) 18' (TYP.) 8' (TYP.) 18' 8.5' 7.5' 9' 8' 8.5' 18' (TYP.) 8.5' (TYP.) 15' (TYP.) 8' (TYP.) 15' (TYP.) 15' (TYP.) 8' (TYP.) 8' (TYP.) 21' (TYP.) 26' FL-FL 24' FL-FL 26' FL-FL 26' FL-FL 24'26' 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 7 LOT 6 LOT 9 LOT 8 LOT 3 LOT 4 LOT 1 LOT 2 LOT 5 DRAINAGE EASEMENT PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA PROPOSED DETENTION POND TRANSITION TO DRIVE-OVER CURB & GUTTER 18" VERTICAL CURB & GUTTER 31" DRIVE-OVER CURB & GUTTER 30" VERTICAL CURB & GUTTER PROPOSED DETENTION POND DRIVEWAY APPROACHES TO BE REPLACED WITH VERTICAL CURB & GUTTER PROPOSED 2' CONCRETE PAN 31" DRIVE-OVER CURB & GUTTER PROPOSED SAWCUT (TYP.) EXISTING 6" CURB w/ 5' CONCRETE GUTTER PROPOSED 2' CONCRETE PAN 31" DRIVE-OVER CURB & GUTTER PROPOSED TRASH ENCLOSURE DRAINAGE EASEMENT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. BIKE BARN (RE: LANDSCAPE) 6' SIDEWALK 6' SIDEWALK 6' SIDEWALK8' SIDEWALK19' (TYP.) LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT15' UTILITYEASEMENTSOUTH SHIELDS STREET93.8' LANDSCAPE RETAINING WALL 9' UTILITY EASEMENT 20' DRAINAGE EASEMENT NYLO PL AS T DO NOT P O LL U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT PO L L UT E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O N PROPOSED INLET 1111 6 P2 6 6 6 6 6 6 6 6 6 6 PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT 2 2 2 2 2 2 3 3 2 3 33 2 2 333 222 2 3 2 2 2 P2 P2 2 DDDD S 15' (TYP.) 6 P2 P2 P2 P2 P2 P2 PROPOSED 2' CURB CUT & 2' SIDEWALK CULVERT AA A* B B C CC C C C D D 6' SIDEWALK6' SIDEWALK6' SIDEWALK26' EMERGENCY ACCESS EASEMENT WHEEL STOP (TYP.) WHEEL STOP (TYP.) COORDINATE COURTYARD PAVING IMPROVEMENTS WITH LANDSCAPE PLAN (RE: LANDSCAPE) PROPOSED 2' CONCRETE PAN 1 CONTRACTOR TO COORDINATE LIMITS OF DEL MAR STREET DEMOLITION AND RECONSTRUCTION WITH CITY OF FORT COLLINS INSPECTOR EXISTING SPEED TABLE TO BE RECONSTRUCTED AT THE END OF ASPHALT PATCHING AND MILL & OVERLAY OPERATIONS IN WESTWARD DRIVE. RELOCATED "2-HOUR PARKING" SIGN RELOCATED "2-HOUR PARKING" SIGN RELOCATED "2-HOUR PARKING" SIGN PAINT CURB RED 10-FT EITHER SIDE OF PROPOSED DRIVEWAY CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETEASEMENTS NOTES: 1.SEE DETAIL SHEETS FOR ADDITIONAL INFORMATION REGARDING CURBS AND PAVEMENT SECTIONS. 2.ATTACHED WALK WIDTHS ARE MEASURED FROM FLOWLINE. 3.PAVEMENT MARKINGS SHALL BE PER CITY OF FORT COLLINS STANDARDS AND PROJECT SPECIFICATION MANUAL. 4.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. CONTRACTOR TO COORDINATE THE TIMING OF THE STREET PATCHING WITH THE CITY OF FORT COLLINS CONSTRUCTION INSPECTION MANAGER. 5.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. 6.ALL PUBLIC CONCRETE PAVING SHALL BE 6" THICK. 7.REFER TO SITE AND LANDSCAPE PLANS (BY OTHERS) FOR ADDITIONAL INFORMATION RELATED TO DECORATIVE PAVING, HARDSCAPES, AND OTHER SITE AMENITIES. 8.HEAVY DUTY ASPHALT AND CONCRETE PAVING SHALL DESIGNED TO BE CAPABLE OF SUPPORTING 40 TONS. 9.SIGN PLACEMENT SHALL BE PER THE LATEST EDITION OF MUTCD REGARDLESS OF PLAN LOCATION. 10.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. PROPOSED VERTICAL CURB & GUTTER PROPERTY BOUNDARY EXISTING LOT LINE / / / / / / / /PROPOSED EDGE OF PAVEMENT DRIVE AISLE ASPHALT PAVING LEGEND: PARKING STALL ASPHALT PAVING PRIVATE CONCRETE PAVING HEAVY DUTY ASPHALT PAVING PUBLIC CONCRETE FLATWORK PRIVATE CONCRETE FLATWORK ASPHALT PATCH RAIN GARDEN BIOMEDIA AREA S D STANDARD ACCESS RAMP DIRECTIONAL ACCESS RAMP 1 2 3 VERTICAL CURB & GUTTER 18" VERTICAL INFLOW CURB & GUTTER 18" VERTICAL OUTFALL CURB & GUTTER X' CONCRETE PAN 631" INFLOW DRIVE-OVER CURB & GUTTER PX 4 CIVIL SITE PLAN PARKING RESERVED STOP R1-1 30"R7-8 12"x18" PROPOSED SIGNS A B C D RISKAREA FLOOD PARKING LOT USERS ARE ADVISED THAT THIS AREA IS LIABLE TO OCCASIONAL FLOODING 12"x18" FIRE LANE NO PARKING 12"x18" STOP R1-1 30" A* NO OUTLET W14-2A UD UD UD UD UDUDNYLO PL AS T DO NOT P O LL U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT PO L L UT E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O N X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN WD D 8" ABDN SS 8" ABDN SS SSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W / / / / / / / /SOUTH SHIELDS STREETSPRING F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE SIDEWALK SIDEWALK SIDEWALKSIDEWALK SIDEWALK SIDEWALK SIDEWALK30' FL-FL57' ROW RAIN GARDEN BIOMEDIA AREA DETENTION POND 3 DETENTION POND 1 SIDEWALKSIDEWALKPROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED STORM INLET PROPOSED CURB INLET 9' UTILITY EASEMENT 9' UTILITY EASEMENT LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 EXISTING 18" STORM DRAIN PROPOSED STORM DRAIN PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 SEE SUBGRADE PLAN SHEET 8 FFE=32.92 OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. ± 37' FL-FL EXISTING 60' ROW EXISTING ±64' FL-FL ±40' FL-FL 60' ROW 40' FL-FLEXISTING ±50' HALF ROW PROPOSED MULTI-FAMILY BUILDING PROPOSED CURB INLET PROPOSED STORM INLET PROPOSED STORM INLET STORM DRAIN LINE A SEE SHEET 14 RAIN GARDEN A RAIN GARDEN B PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT LOT SWALE SEE TYPICAL LOT GRADING PLAN DETAIL SHEET 24 AND DETAILED GRADING PLAN FOR ADDITIONAL INFORMETION LOT SWALE SEE TYPICAL LOT GRADING PLAN DETAIL SHEET 24 AND DETAILED GRADING PLAN FOR MORE INFORMATION STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN LINE A4-A SEE SHEET 15 STORM DRAIN LINE A4-B SEE SHEET 16 STORM DRAIN LINE A4-C SEE SHEET 17 STORM DRAIN LINE A4-D SEE SHEET 17 STORM DRAIN LINE A4-E SEE SHEET 17 STORM DRAIN LINE A4-F SEE SHEET 17 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 LANDSCAPE DRAIN LINE G SEE SHEET 19 LANDSCAPE DRAIN LINE H SEE SHEET 19 9.0%9.7%10.0%8.0%8.8%11.4%6.9%18.4%7.0%14.9%6.3%8.2%1.7%8.6%9.7%4.3%9.0%11.8%2.6% 2. 7 % 1.4 %2.0%4:15:14:1 6:1 4:14:14:14:1 5:1 4:14.2% 3.6%2.6%2.0%3. 2 % 2.7%1.1% 2.3% 1. 9 % 2.1%2.3%2.0% 1.2% 1.3%2.3%9.2%7 : 1 6:1 3:1 6:15.3%1.1%6:14 . 8%2.2%5.1%5.4% 5 . 7%2.6%6:15:18.4% 9.1%2.0%9.1% 8.2% 5.2% 1.5% 6:1 7:1 9.3%8:15:17:110:11.6%1.1 % 5.4% 1.7%2.1%1.3% 10:1 2.0%1.7%2.7%1.5%1.7%1.3% 2.2%2.0%1.0%2.4% 2.1%2.1%3. 2 % 2. 8% 0.9% NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 5 OVERALL GRADING PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETPROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE 76 X X X X X X X XXX X XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN W6" ABDN W 6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN WSSSS6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W / / / / / / / // / / / / / / // / / / / / / /UDUDUDUD32.6935.7931.663 0 . 8 930.9031.0931.2131.4632.4231.6731.79 31.6431.800.6% 2.4%2.5%0.5% 1 . 7%DEL MAR STREETLAKEWOOD DRIVE 5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 1.3% LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 9' UTILITY EASEMENT 9' UTILITY EASEMENT PROPOSED DETENTION POND 3(35.22)(34.39)(33.70)32.43 33.2333.9335.03 3 5 . 7 8 33.9633.23 32.28 (35.24)(3 5 . 8 5 )(36.59)(3 7 . 6 6 ) (3 8 . 8 5 ) 31.37 31.34 31.43 BLOCK 1 BLOCK 1 RAIN GARDEN A BIOMEDIA AREA MIN. FLAT SURFACE AREA =532 SF PROPOSED 2' CONCRETE PAN 30' FL-FL57' ROW 30' SANITARY SEWER EASEMENT 5' UTILITY EASEMENT 5' UTILITY EASEMENT 3' DRAINAGE EASEMENT (TYP.) PROPOSED 2' CONCRETE PAN 6" RIBBON CURB RAIN GARDEN BIOMEDIA AREA MIN. FLAT SURFACE AREA = 372 SF(36.33)(35.78)(4 0 . 8 2 ) (35 . 0 1 )(33.39)(33.90)31.5131.1331.353 0 . 9 8 31.4631.3931.2431.2931.45(3 3 . 3 4 ) (3 6 . 9 0 )38.1637.593 2 . 8 2 3 3 . 2 5 31.90 31.86 31.4932.7633.2439. 0 9 29.90 29.90 31.1726.3726.6932.1932.1630.90 30.9029.9031.3230.9030.33OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. ±39' FL-FL 60' ROW 31. 0 8 32.3226.5132.17 32.59 31.33 0.5%0.5% 26.41 0.6% PROPOSED 2' CURB CUT 1.0%3.5%0.5%0.5%0.5%2.0% 2.0%0.5%2.0%2.1%0.8%1.1%30.9031.7231.6231.9032.0032.0732.03 31.4131.50 31.88 31.7931.71 31.76 2.2%0.5% 0.5 % 2.6%0.6%31.500.5%31.00PROPOSED 2' CURB CUT 31.1132.12 30.7532.01 30.48 31.45 31. 3 1 30.08 31.33 26.86 27.5132.05 31.96 32.91 29.20 28.64 27.72 27.7933.92 35.17 35.33 34.19 34.12 34.0433.75 26.67 26.62 26.6226.71 SLOPE EASEMENT 31.81 32.0132.10 31.6932.0231.9731.85 31.23 2.7%2.0%2.7%2.8%2.1% 2.1% 0.9 %1.4%2.3%2.3% 1.1% 2.3% 2.5 %2.2%2.1%2.7%2.4%5 : 1 7:1 4:14:15:14:14:1 4:1 5:1 4:1 4:1 4:1 4:13:16:131.046' SI D E W A L K 6' SIDEWALK 0.8% 0 . 6%0.5%2.4%2.1%1.1%31.46PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT SEE DETAIL 2806 29.73 TOW 29.73 TOW 26.79 27.23 FGW 27.24 FGW LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS 26.27 26.6729.9030.990.5% (32 . 2 7 ) 100-YR WSEL 5031.1337.92H.P.37.3736.19H.P.35.1535.56H.P.34.451.8%1.0%0.5%2.0%1.5%2.4%1.5%6.5%2.0%2.0%5.6%7.6%2.0%2.0%2.0%8:1A FG=38.42 TF=39.09 A FG=36.69 TF=37.36 A FG=36.06 TF=36.73 A FG=35.64 TF=36.31 A FG=34.57 TF=35.24 A FG=40.49 TF=41.16 A FG=38.34 TF=39.01 A FG=36.50 TF=37.17 A FG=36.11 TF=36.78 PROPOSED 2' CURB CUT & SIDEWALK CULVERT SEE DETAIL 2804 34.96 35. 3 4 TB W 35.10 35.14H.P.34.07H.P.33.81 31.88 TBW 31.31 30.43 3 0 . 4 0 29.9030.90TBC30.90 TBC 32.06 32. 4 4 32. 5 6 8.3% 6.9% 31.46 31.43 31.94 31.88 32.5732.668.0% 7.5% 8.0% 7.5%32.2232.170.5%31.74 31.58 31.5031.48 BASIN F4 BASIN F2 29. 9 0 30.40 30. 4 2 30.90 TBC 30.90 TBC 29.90 30.45 3 1 . 6 5 T BW PROPOSED 5' CURB CUT & 4' SIDEWALK CULVERT SEE DETAIL 2806 30.4430.4029.9029.90 30.90 TBC 30.90 TBC 30.90 TBC 30.90 TBC 30.4029.90 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 1. 8 % PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 39.99 H.P. 39.96 37.46 37.84 H.P. 35.59 34.86 35.61 H.P. 35.20 34. 0 3 26.56 26.67 26.26 26.5526.55 28.30 PROPOSED POND OUTLET STRUCTURE 31.3926.5526.64 0.5%26.66 28.60 26.72 31.43 31.33 30.42 FES F1 31.65 31.3132.57 29.9012:131.3331.313 1 . 4 531.42BASIN A5 OUTLET A6 POTENTIAL 100-YR INUNDATION POTENTIAL 100-YR INUNDATION POND 3 EMERGENCY OVERFLOW PATH 36.6837.1137.3837.812.0%2. 0% 2.0% 38. 5 1 38. 0 0 39.49 37.672.0%4.0%4.2%35.9435.0535.0434.45 2.1% 2.0%35.31 2.0%36.00H.P.4.2%2.0%1.9% 35. 7 7 2.1% 2.5%2.1% 33.40 2.4%5.1% 30.79 30.49 29.90 INLET C2 30.90RAINGARDEN BRAINGARDEN A30.90STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 6.9%7.0%25.4%20.6%9.7%10:17.2%8.3%9.9%9.1%8:17:115.1%7 .8% 7.0%6:19:16:13:1 4:1 6:1 8:15:111.8%2.4%8:13.8%10:19.0%7:110:110:14:15:1 8.5%4.5% 5.2% 1.3% 1. 0 % 2.6% 3.4 %1.9%1.9%2.1%2 . 6%2.9%3.6% 4.2%4.4%6.0% 3.1 % 2.6%7:13:1 4:1 3:1 4:1 4:120.4%12.6%8.2%5:13.3% NORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 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 MATCH LINE - SEE SHEET 76 GRADING PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETPROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 7 6 STORM DRAIN LINE A SEE SHEET 14 X X X X XXXXXX X X XXXXXXXXXXXXXXD D D D 8" A B D N S S STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T 6" ABD N W 6" ABD N W 6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSGGGGGGGGGGGGGGGG SSSSFDCUDUDUDUDUDUDUDUDUDUDNYLOPLAST DO NOT PO LL UT E DRAINS TO WATE RWA YS DO NOT PO LL U TE D RA I NS TO WA TE RW A YS NYLOP L AS T D UC T I LE IR ONNYLOPLAST DO NOT PO LL UT EDRAINS T O WATE RWA YS DO NOT PO LL U TE D RA I NS TO WA TE RW A YS NYLOP L AS T D UC T I LE IR ON DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NO T P O L L U T E DRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRON3 1 . 6 6 3 0 . 8 930.9031.0931.2131.4631.2031.0031.25 31.15 31.17 3 1 . 6 3 3 2 . 4 231.6731.79 31.6431.8026.910.6% 2.4%2.5%0.6%2.9%0.5%0.5%0.5%2.1%2.7%2.3%1.3% 1 . 7%SOUTH SHIELDS STREETWESTWARD DRIVE 6' SIDEWALK8' SIDEWALK 7' SIDEWALK 5' SIDEWALK 6' SIDEWALK29.17(27.62) (3 1 . 0 6 )30.350.8%1.4%1.2% 0.6%0.5%PROPOSED DETENTION POND 1 30.9131.23 30.93 30.80 30.59 30.79 30.80 30.85 31.37 31.34 31.43 31.23 31.23 31.51 31.48 30. 9 031.6730.9431.05RAIN GARDEN A BIOMEDIA AREA MIN. FLAT SURFACE AREA =532 SF PROPOSED 4' CONCRETE PAN PROPOSED 2' CONCRETE PAN PROPOSED CURB INLET PROPOSED STORM DRAIN PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 DRAINAGE EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 30' SANITARY SEWER EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED 2' CONCRETE PAN RAIN GARDEN BIOMEDIA AREA MIN. FLAT SURFACE AREA = 372 SF PROPOSED POND OUTLET STRUCTURE 26' EMERGENCY ACCESS EASEMENT CONNECT TO EXISTING STORM MANHOLE EXISTING 21" RCP STORM DRAIN EXISTING 18" RCP STORM DRAIN PROPOSED TRASH ENCLOSURE FFE=32.92 (33.39)(33.90)(3 0 . 6 5 ) (3 0 . 5 3 ) 27.71 27.90 28.09 (2 8 . 1 2 )(28.60)(29.00)(29.50)(30.43)30.8630.733 0 . 6 831.2431.3331.5131.1331.3530.9831.4631.2531.3931.2431.2931.4531. 2 431.4131.8331.8831.9931. 9 4 30.92 31. 0 7 31.37 32.16(3 3 . 3 4 ) 29.90 31.1726.3732.1932.1630.74 30.6330.90 30.9031.3230.900.5%29.7632.7332.3732.9131.040.5%OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. ±37' FL-FL 60' ROW PROPOSED ROOF DRAIN (TYP.) BIKE BARN (RE: LANDSCAPE)31.5331.6529.8131.8631.8431.4431.3830.7632. 8 1 32.79 3 2 . 8 132.8132.0832.8231.5231.0629.1631.4531.9532.1227.530.5%31.5131.9832.0027.8631.7531.2431.303 2 . 8 4 32.0432.9231.7631.5132.8431.403 2 . 8 3 31.2732.84 31.1131.6331.7131.0930.913 0 . 9 4 31. 0 8 31.05 31. 3 2 31. 2 4 31.113 1 . 7 8 3 1 . 9 731.9231.7232.8332.9232.1231.1231.6831.5031.2231.96 31.7631.6431.3731.4631.5531. 5 531.3431.3432.3232.17 32.59 31.33 26.41 0.6% PROPOSED 2' CURB CUT 1.0%3.5%0.5%0.5%0.5%2.0% 2.0%0.5%2.0%2.1%0.8%1.1%30.9031.7231.6231.9032.0032.0732.03 31.4131.50 31.88 31.7931.71 31.76 2.2%0.5% 0.5 % 2.6%0.6%31.50 30. 6 9 31.13 0.5% 0.6%31.1331.3630.62 30.830.5%PROPOSED 2' CURB CUT 31.1130.0029.1030.0030.0029.60 28.89 29.3128.0929.0526. 9 5 26.8530.0031.09 TOW 27.2730.00 30.0030.0030.0529.9129.22 FGW 30.4327.72 27. 8 8 31.6331.1030.960.6% 3 0 . 7 6 30.7731.0031.1531.4431.3631.76 32.17 3 1 . 6 631.000.2%1.0%1.0% 32.12 32.01 30.08 31.33 34.19 34.12 34.0433.75 26.67 26.62 26.6226.71 31.81 32.0132.10 31.6932.0231.9731.85 31.23 2.7%2.0%2.7%2.8%2.1% 2.1% 0.9 %1.4%2.3%2.3% 1.1% 2.3% 2.5 %2.2%2.6%0.9%1.6%1.4%2.3%2.7%1.7%3.0 % 2.1%2.0%1.8%2.4%4:15:14:14:1 4:1 4:1 6:15:15:18:19.4 % 7:1 7:1 6:1 4:1 6:1 4.8% 5.2%23:14:16:1 6:1 5:1 8:113:1 9:17.4%4:14:17:1 31.6731.3931.3131.5931.26 31.042.3%0.6%6' SIDEWALK LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 0.8% 0 . 6%0.5%2.4%2.1%1.1%31.46PROPOSED CURB INLET PROPOSED 2' SIDEWALK CHASE 31.25PROPOSED 2' CONCRETE PAN 32.92 1.6%1.6%31.8632.252.0%2.3%32.8232.3432.331.5%1.5% 2.9% 29.73 TOW 27.24 FGW 26.27 26.6729.9030.990.5%31.0230.710.8%0.8%0.8%0.7%0.7%1.0%1.0%1.0%2.2%0.3%1.5%1.0%1.0%0.5%0.5% (32 . 2 7 )31.341.5%31.100.6% 1.1% POND 2 EMERGENCY OVERFLOW PATH POND 1 EMERGENCY OVERFLOW WEIR SEE DETAIL 2903 30.84 31.34 3 0 . 2 230.7229.6230.1029.7830.69FGW29.28 FGW29.14FGW27.0930.00 28.5529.6029.2230.72FGW31.83TOW29.34FGW28.99FGW 31.50 TOW 30.38 TOW 30.33 FGW 30.70 TOW 28.82 FGW28.87FGW 28.82 FGW 31. 7 9 TO W 31. 6 8 TO W 31.36 TOW 0.5% 0 . 5% CONNECT TO EXISTING STORM DRAIN 30.690.0% LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS LANDSCAPE RETAINING WALL RE: LANDSCAPE PLANS 100-YR WSEL 5029.13 100-YR WSEL 5029.13 32.06 32. 4 4 32. 5 6 8.3% 6.9% 31.46 31.43 31.94 31.88 32.5732.668.0% 7.5% 8.0% 7.5%32.2232.170.5%31.74 31.58 31.5031.48 BASIN F4 BASIN F2 29. 9 0 30.40 30. 4 2 30.90 TBC 30.4029.9030.90 TBC 30.90 TBC 30.40PROPOSED CONCRETE FOREBAY SEE DETAIL 3010 1. 8 % 26.26 26.5526.55 28.30 PROPOSED POND OUTLET STRUCTURE 31.39 26.66 26.72 31.43 31.33 30.42 FES F1 12:131.3331.31BASIN D2 FES D1 26.922 7 . 1 827.11OUTLET B1 2 9 . 2 3 F GW 3 1 . 0 6 TOW 30.0030.00 31.09 TOW1.7%31.13 0.5%31. 3 8 31.4331.173 1 . 4 5 3 1 . 1 2 31.1931.800.5%31.13 31.4331.45 31.5231.5931.1531.6732.2031.8732. 1 2 32.2932.0432.9231.4031.651.8% 3 1 . 5 631.6331.93 31.7831. 8 1 31. 1 7 31. 1 1 31.3831. 4 1 32.7232.823 2 . 8 2 32. 7 231.2431.613.3%4.5%2.0%2.0%2.0%0.6%31.1231.3530.5130.55 30.90 30.900.5% 0.6%1.1%0.6%31.1531.4231.3631.6731.6931.8032.8332.8230.8430.7030.4830.3530.2030.0830.0131.7531.6231.4531.0831.1131.433 0 . 9 0 3 0 . 7 3 3 0 . 5 1 30.383 0 . 2 331.5331.3431.2731.1732.470.5%0.5%0.5%0.5%0.5% 0.5 %5:16:16:17:15:19:110:19.3%2.0%2.0%8:14:14:14:14:14:19:17.6%2.5%30.8731.6532.0531.8131.5331.6330.9729.35 28.35 2.0%32.824.8%32.000.5%31.2532.3332. 8 132.8132.3331.47 32.81 32.8132.7531.35 31.37 0.8%STMH A1 BASIN A4 BASIN A5 BASIN A3 BASIN A4-A1 BASIN A4-E4 STMH A4-A6 BASIN A2 BASIN A4-A14-1 BASIN A4-A15 BASIN A4-B5 BASIN A4-B4 BASIN A4-B6 EXMH A BASIN A4-E2 STMH A4-A2 BASIN A4-A10 BASIN A4-B1 OUTLET A6 BASIN A4-A3-2 CLEANOUT SD530.6831.4431.6031.5131.80 1.0%7.4% 1.0%7.4%31.25 LD BASIN G2 LD BASIN G3 LD BASIN H3 LD BASIN H2-2 FES E2 FES E1 32.0332.0531.4032.14POTENTIAL 100-YR INUNDATION POTENTIAL 100-YR INUNDATION POND 3 EMERGENCY OVERFLOW PATH 1.1%0.8%2.0%7.2%5.9%31.9232.1731.077.2%2.0% 5.6% 5.8%2.7%5.5% BASIN A4-D2-3 BASIN A4-D2-131.6131.7531.9431.75BASIN A4-D3-131.7531.7531.75BASIN A4-D6 BASIN A4-D5-1 BASIN A4-D4-1 31.7531.7531.7531.7531.75BASIN A4-C7 BASIN A4-C6-1 BASIN A4-C5-1 BASIN A4-C4-1 BASIN A4-C3-1 31.5631.8831.5531.2732.3932.02 BASIN A4-E3-1 32.81 32.81 32.81 32.2131. 9 2 31.84 BASIN A4-E1-1 32. 2 0 31.97 31.92 32.17 32.1231.6432.2531.9232.0531.67BASIN A4-F4 32.1432.22 4.2% 4.5% 4.2% 1.5% 1.9% 32.19 32.12 BASIN A4-F3 0.5% 2.0% 2.0%32.594.0% 32. 8 1 32. 3 8 3.6%32.514.9% 2.8% 0.5% 0.4%2.6% 3 1 . 7 5 31.78 32.873 2 . 4 0 32.81 32.4232.81 32.4532.8132.5032.82 32.7232.5732.6232.5632.5432.5232.6632.6632.7232.8132.40 32.8132.4432.6732.577.8% 5.7%1.0%2.0%1.5%2.0% 32.92 32.811.7%1.3% 1.9% 1.7%32.7231.3931.38PROPOSED 2' SIDEWALK CULVERT (TYP.) SEE DETAIL 2805 29.90 30.90GARDEN B30.9090° BEND SD2 w/ CLEANOUT STORM DRAIN LINE A SEE SHEET 14 STORM DRAIN LINE A4-A SEE SHEET 15 STORM DRAIN LINE A4-B SEE SHEET 16 STORM DRAIN LINE A4-C SEE SHEET 17 STORM DRAIN LINE A4-D SEE SHEET 17 STORM DRAIN LINE A4-E SEE SHEET 17 STORM DRAIN LINE A4-F SEE SHEET 17 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 LANDSCAPE DRAIN LINE G SEE SHEET 19 LANDSCAPE DRAIN LINE H SEE SHEET 198.5%4.5% 5.2% 1.3% 1. 0 % 2.6% 3.1 % 2.6%7:15.2%1.7%8.6%8.7%5.4% 5 . 7% 3.3 % 2.1%2.0%2.0%2.0%2.0%2.0%2.3% 2.0% 0.2% 1.9%0.2%2.1% 2.0%2.0%2.0%4 . 9% 1 . 9%3.0%2.0%2.0%2.0%31.88HP2.0%2.8% 2.1% 2.0% 2.0% 2 - 6" RISERS 2 - 5" RISERS 2 - 6" RISERS 2 - 6" RISERS 31.7832.8131.873 2 . 8 131.9432.8131.8432.812.2%8:14:14:14:14:110:11.5%1.9%2.0%7.3%2.0%1.9 % 2.3% 2.0% 2.2%2.4% 2.2%10.0%6:12.0%9.8%3.0 %29.72KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETNORTH ( IN FEET ) 1 inch = ft. Feet02020 20 40 60 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 7 GRADING PLAN MATCH LINE - SEE SHEET 6 PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 7 6 X X X X X X X XXXXUDUDUD UDUD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UD UDNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO N OT POLLU TE DRA INS TO WATE RW AYS NYLOP LAST DUC TI LE IRON DS DS DS DS DS NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONPROPOSED STORM DRAIN A SEE SHEET 14 DRAINAGE EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT PROPOSED STORM MANHOLE WITH 100-YR OVERFLOW WEIR SEE DETAIL 2803 24. 4 1 SG 0.2% SG 24. 5 0 SG 24.41SG2 4 . 3 7SG2 4 . 3 5SG24.39SG24.30 SG 24.28SG24.28S G 2 4 . 2 6 S G 24.41 SG24.39SG31.20FG31.40FG31.42FG31.83FG31.24FG31.28FG31.38FG31.71FG31.62FG0.2% SG 0.2% SG 0.2%SG0.2%SG0.2%SG0.2%SG0.2%SG0.2%SG0.2% SG CLEANOUT SD5 INV. OUT=5024.35 (S) FG=5031.22 26.89 LF 6" PERFORATED PVC @ 0.20% 90° BEND SD4 INV. IN=5024.30 (N) INV. OUT=5024.30 (E) 5.39 LF 6" PERFORATED PVC @ 0.20% 90° BEND SD 3 INV. IN=5024.29 (W) INV. OUT=5024.29 (S) 13.07 LF 6" PERFORATED PVC @ 0.20% 164.93 LF 6" PVC @ 0.20%164.93 LF 6" PVC @ 0.20% 90° BEND SD2 w/ CLEANOUT INV. IN=5024.26 (N) INV. OUT=5024.26 (E) 90° BEND SD1 INV. IN=5023.93 (W) INV. OUT=5023.93 (S) 5.96 LF 6" PVC @ 0.20% STMH A1 INV. IN=5023.92 (W) INV. IN=5023.92 (N) INV. OUT=5023.92 (E) FG=5032.21 26' EMERGENCY ACCESS EASEMENT 7 - MC-3500 STORMTECH CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 6 - MC-3500 STORMTECH CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH ISOLATOR ROW CHAMBERS @ 0.20% 7 - MC-3500 STORMTECH ISOLATOR ROW CHAMBERS @ 0.20%PROPOSED MANHOLE WITH 100-YR OVERFLOW WEIR SEE DETAIL 3307 164.93 LF 6" PVC @ 0.20% 100-YR ORIFACE KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETNORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 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 8 SUBGRADE PLAN PROPOSED CONTOUR EXISTING STORM SEWER PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY PROPOSED SPOT ELEVATION PROPOSED SLOPES 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD 88. SEE COVER SHEET FOR BENCHMARK REFERENCES. 4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE FINISHED GRADE ELEVATIONS. 5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE, GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING CODE REQUIREMENTS. 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 ALOT TYPE LEGEND: PROPOSED GRADE BREAK RAIN GARDEN BIOMEDIA AREA 8 X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D VAULT ELEC C VAULT ELEC D D D C EC C CCCC VAULT ELEC C C C C STS S SS S 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTSTSTSTSTSTSTS T 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 10" SS 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSSTCTVCTVCTV CTVCTVCTVCTVGGGCTV CTV GGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV VAULT CABLE VAULT CABLE OHU OHU OHU OHU OHU OHU OHU OHU OHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SSW WWWWWWWWWWWW6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWEE E E E E E G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOE EE6" ABDN WGGGGGGGGW W W W FOEFOG G G E E E E FO FO FO E6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E EEW ELEC WCS W VAULT TELE ELEC S W F.O. F.O. D D CABLE FO FO FO8" ABDN SS 8" ABDN SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" WSS GGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W EEEEE E E E E E E E E EEEEEEEEEEEEEET E E EEEFDCUD UD UD UD UDUD WGAS ELEC T FSELECG GGGNYLO PL AS T DO NOT P O LL U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT PO L L UT E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON WWWWW W W WW S S SSS SSSSEEEEET DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O N WWE E E E E E G G G G G G E E E E E E E G G G G G G G / / / / / / / /PROPOSED 8" PVC SANITARY SEWER PROPOSED 6" WATER MAIN CONNECT TO RELOCATED WATER MAIN CONNECT TO EXISTING 8" CLAY SANITARY SEWER RAIN GARDEN BIOMEDIA AREA PROPOSED DETENTION POND 3 4" UNDERDRAIN 30' SANITARY SEWER EASEMENT PROPOSED STORMTECH CHAMBERS UNDERGROUND DETENTION POND 2 PROPOSED 8" SANITARY SERVICE PROPOSED 6" FIRE SERVICE PROPOSED 2" WATER METER PROPOSED FIRE HYDRANT CONNECT TO EXISTING STORM DRAIN 5' UTILITY EASEMENT SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE 30' FL-FL57' ROW 9' UTILITY EASEMENT 9' UTILITY EASEMENT EXISTING FIRE HYDRANT EXISTING ELECTRIC LINE EXISTING CABLE TV LINE PROPOSED 2' CONCRETE PAN DETENTION POND 1 LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 BLOCK 1 BLOCK 1 EXISTING 8" CLAY SANITARY SEWER EXISTING 6" CAST IRON WATER MAIN EXISTING 15" PVC SANITARY SEWER EXISTING 21" RCP STORM DRAIN EXISTING GAS LINE EXISTING 10" CLAY SANITARY SEWER EXISTING 6" CAST IRON WATER MAIN EXISTING GAS LINE EXISTING ELECTRIC LINE EXISTING 24" RCP STORM DRAIN EXISTING 18" RCP STORM DRAIN EXISTING 8" CLAY SANITARY SEWER PROPOSED 2' CONCRETE PAN PROPOSED ROOF DRAIN (TYP.) OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. APPROXIMATE LOCATION CONNECT TO EXISTING 3-PHASE POWER PROPOSED TRANSFORMER PROPOSED TRANSFORMER CONNECT TO EXISTING STORM INLET 30' SANITARY SEWER EASEMENT LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT PROPOSED FIRE HYDRANT PROPOSED IRRIGATION METER RELOCATED WATER BY CITY OF FORT COLLINS LOCATION TO BE CONFIRMED PRIOR TO CONSTRUCTION PROPOSED 8" PVC SANITARY SEWER CONNECT TO EXISTING 15" SANITARY SEWER WITH NEW MANHOLE EXISTING 15" RCP STORM DRAIN PROPOSED IRRIGATION METER PROPOSED INLET W PITKIN ST 5' UTILITY EASEMENT STORM DRAIN LINE A SEE SHEET 14 STORM DRAIN LINE A4-A SEE SHEET 15 STORM DRAIN LINE A-4B SEE SHEET 16 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN LINE C SEE SHEET 18 PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED IRRIGATION METER APPROXIMATE LOCATION EXISTING 6" PVC WATER MAIN (CITY OF FORT COLLINS) CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 9 OVERALL UTILITY PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.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. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 11.GAS AND ELECTRIC SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL WATER AND SEWER SERVICES. 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 RAIN GARDEN BIOMEDIA AREA 10 9 X X X X X X X XXX X XXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXX CCCC VAULT ELEC C C C C CTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHUOHUOHUOHU OHU 8" SS 8" SS 8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS8" SS6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSE E EEEE6" ABDN W6" ABDN W6" ABDN WGGGGGGGGGGGGGGGGGG6" ABDN W 6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN WFO FO FO S SSSS6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W / / / / / / / // / / / / / / // / / / / / / /UDUDUDUDWWWWWW W W WW S S SSS SSSST EE E E E E E E E E E E E G G G G G G G G G G G G E E E E E E E E E E E E E E E G G G G G G G G G G G G G G G ECONNECT TO RELOCATED WATER MAIN PROPOSED DETENTION POND 1 PROPOSED UNDERDRAIN 30' SANITARY SEWER EASEMENT PROPOSED FIRE HYDRANT 5' UTILITY EASEMENT 5' UTILITY EASEMENT DEL MAR STREETLAKEWOOD DRIVE30' FL-FL57' ROW LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 9' UTILITY EASEMENT 9' UTILITY EASEMENT RAINGARDEN ABLOCK 1 BLOCK 1 3' DRAINAGE EASEMENT (TYP.) PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE EXISTING ELECTRIC LINE EXISTING GAS LINE EXISTING 8" CLAY SANITARY SEWER OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. ±39' FL-FL 60' ROW 5' SLOPE EASEMENT 30' SANITARY SEWER EASEMENT RELOCATED WATER MAIN BY CITY OF FORT COLLINS RAINGARDEN BPROPOSED IRRIGATION METER SANITARY SEWER LINE A SEE SHEET 11 STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE F SEE SHEET 19 SANITARY SEWER LINE A SEE SHEET 11 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT WATERLINE A SEE SHEET 13 APPROXIMATE LOCATION RELOCATED SANITARY SERVICE. CONTRACTOR TO LOCATE EXISTING SERVICE PRIOR TO CONSTRUCTION. PROVIDE CLEANOUT AT POINT OF CONNECTION WITH EXISTING SERVICE. CONTRACTOR TO COORDINATE SEWER REMOVALS AND RE-CONNECTIONS WITH PROPERTY THE RESPECTIVE PROPERTY OWNERS. APPROX. LOCATION EXISTING FIRE HYDRANT TO REMAIN 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. Feet02020 20 40 60 MATCH LINE - SEE SHEET 1010 UTILITY PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETNOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.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. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 11.GAS AND ELECTRIC SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL WATER AND SEWER SERVICES. 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 RAIN GARDEN BIOMEDIA AREA 10 9 STORM DRAIN LINE A SEE SHEET 13 X X X X XXXXXX X X XXXXXXXXXXXXXXD D VAULT ELEC C VAULT ELEC D D D C EC C C C S 8" SS 8" SS 8" SS 8" A B D N S S SS STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS T S T 15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVCTV CTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV GGGGGGGEEEEEEEEEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTVVAULT CABLE VAULT CABLE OHU OHU OHU OHUOHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU E E E E E E E E 6" ABD N W 6" ABD N W 6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV C T V CTV CTV CTV CTV CTV C T V W W 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWWEEWE E E E E E E E E E E E G G G G G G G G G G G G G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E E E E E E E E E E EEEELEC WCS W VAULT TELE ELEC FO FO FO FO FOFO8" 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 8" W 8" W GGGGGGGGGGGGGGGG SSSSSSSSEEEEEEEEE E E E E E E E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEET E E E E E EEEEEEFDCUDUDUD UD UD UD UD UD UD UDUDGAS ELEC T FSELECG G G GGGGGGNYLOPLAST DO NOT PO LL UT EDRAINS T O WATE RWA YS DO NOT PO LL U TE D RA I NS TO WA TE RW A YS NYLOP L AS T D UC T I LE IR ON NYLOPLAS TDO NO T P OL LU TE DRAINS TOWATERW AY S DO N O T P OL LU T E DR A IN S T O W AT E RW AY S NYLO P LA ST DU C TI L E I RO N EEEEEEEEEEEET EDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NO T P O L L U T E DRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONWWPROPOSED DETENTION POND 1 PROPOSED DETENTION POND 1 30' SANITARY SEWER EASEMENT PROPOSED STORMTECH CHAMBERS PROPOSED 6" SANITARY SERVICE PROPOSED 3" WATER METER CONNECT TO EXISTING STORM DRAIN REBUILD EXISTING MANHOLE SOUTH SHIELDS STREETWESTWARD DRIVE 6' SIDEWALKPROPOSED UNDERDRAIN PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE DRAINAGE EASEMENT PROPOSED 2' CONCRETE PAN PROPOSED POND OUTLET STRUCTURE 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT EXISTING 8" CLAY SANITARY SEWER EXISTING 15" PVC SANITARY SEWER EXISTING 21" RCP STORM DRAIN EXISTING GAS LINEEXISTING ELECTRIC LINE EXISTING 18" RCP STORM DRAIN OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. 26' EMERGENCY ACCESS EASEMENT PROPOSED ROOF DRAIN (TYP.) ±37' FL-FL 60' ROW PROPOSED TRANSFORMER APPROXIMATE LOCATION CONNECTION TO 3-PHASE POWER AT CORNER OF SPRINGFIELD DRIVE & SHIELDS STREET PROPOSED FDC DRAINAGE EASEMENT DRAIN BASIN w/ 100-YR ORIFICE SEE DETAIL 3005 MANHOLE w/ WQ WEIR CONNECT TO EXISTING STORM INLET PROPOSED 2' CONCRETE PAN ISOLATOR ROWS LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT30' SANITARY SEWER EASEMENT PROPOSED UNDERGROUND DETENTION POND 2 PROPOSED 6" FIRE SERVICE EXISTING 8" PVC WATER MAIN (CITY OF FORT COLLINS) CONNECT TO EXISTING 8" CLAY SANITARY SEWER WITH STRONG BACK CALDER COUPLING PROPOSED IRRIGATION METER 7.48' 14.1' SANITARY SEWER LINE A SEE SHEET 11 SANITARY SEWER LINE A SEE SHEET 11 STORM DRAIN LINE A4-B SEE SHEET 15 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE A4-A SEE SHEET 14 STORM DRAIN LINE A SEE SHEET 13 STORM DRAIN LINE F SEE SHEET 19 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT EXISTING 6' CAST IRON WATER MAIN ABANDONED BY THE CITY OF FORT COLLINS APPROXIMATE LOCATION RELOCATED SANITARY SERVICE. CONTRACTOR TO LOCATE EXISTING SERVICE PRIOR TO CONSTRUCTION. PROVIDE CLEANOUT AT POINT OF CONNECTION WITH EXISTING SERVICE. CONTRACTOR TO COORDINATE SEWER REMOVALS AND RE-CONNECTIONS WITH PROPERTY THE RESPECTIVE PROPERTY OWNERS. PROPOSED SUBDRAIN CLEANOUT CONTRACTOR TO COORDINATE SEWER REMOVALS AND RE-CONNECTIONS WITH PROPERTY OWNERS. CONNECT TO EXISTING 3 4" WATER SERVICE CONNECT TO EXISTING WATER MAIN 8"x6" WET CONNECTION w/ TB 1 - 6" GV (S) N:125454.62 E:189399.82 CONNECT TO EXISTING WATER MAIN 8"x6" WET CONNECTION w/ TB 1 - 6" GV (S) N:125454.78 E:189384.25 3" WATER SERVICE TAP w/ CURB STOP IN VALVE BOX N:125454.22 E:189437.49 14.0'± LF 3" TYPE K COPPER WATER SERVICE 154.4'± LF 3" TYPE K COPPER WATER SERVICE FIRE HYDRANT N:125441.53 E:189399.61 23.69± LF 6" PVC FIRELINE N89°02'45"W 94.14± LF 6" PVC FIRELINE S00°57'15"W PROPOSED SUBDRAIN CLEANOUT 90° BEND w/TB N:125360.66 E:189382.68 R5' 15' UTILITY EASEMENT 9' UTILITY EASEMENT 12.02' ADDITIONAL ROW MANHOLE w/ WQ WEIR 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. Feet02020 20 40 60 MATCH LINE - SEE SHEET 9 11 UTILITY PLAN KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETNOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS, LATEST EDITION. 3.ALL SEWER CONSTRUCTION SHALL BE PER CITY OF FORT COLLINS UTILITY SPECIFICATIONS SANITARY SEWER DESIGN TECHNICAL CRITERIA MANUAL, LATEST EDITION. 4.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 5.ALL WATERLINES SHALL HAVE A 4.5'-5.5' FROM FINISHED GRADE TO TOP OF PIPE. 6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 9.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. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. 11.GAS AND ELECTRIC SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL WATER AND SEWER SERVICES. 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 RAIN GARDEN BIOMEDIA AREA 10 9 EEEE E E E E E E EEEEEEEEEEET E E EFDCUD UD UD UDUD WGAS ELEC T FSELECG GGNYLOPL A ST DO NOT POLL U T E DRAINS TOWATERWA Y S DO NOT POLLUTE D R A IN S T O WA T E R W AY S NYLOPLAST D U C T I L E I R O N NYLOPL A ST DO NOT P O L L UT E DRAINS TOWATERWAYS DO NOT POLLUTE D R A IN S T O WA T E R W AY S NYLOPLAST D U C T I L E I R O N WWWWW W W WW S S SSS SSSSEEEET DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPL A S T DO NOT POLL U T E DRAINS TOWATERWA Y S DO NOT POLLUTE D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N WWE E E E E G G G G G E E E E E E G G G G G G X X X XXX X XXXXXD D VAULT ELEC CC CC C VAULT ELEC CC CC CC CC CC CC D D D C EC C VAULT ELEC C C C C SS8" SS 8" SS 8" SS 8" SS 8" SS 8" SS 8" SS SS15" SSSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTV CTVCTVCTVGGCTV GGEEEEEECTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV VAULT CABLE VAULT CABLE OHUOHUOHU OHU OHU OHU OHU OHU OHU E E E6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W CTV CTV CTV CTV CTV CTV CTV 8" SS 8" SS 8" SS8" SSWWWWWWWWW6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSE E E E G G G G G G G G FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOEE6" ABDN WGGGGG6" ABDN W6" ABDN WFO CTV CTV CTV CTV CTV CTV CTV CTV E E E E E E EW ELEC WCS W VAULT TELE ELEC S D DFO FO8" ABDN SS 8" ABDN SS 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" W 8" WSS GGGGGGSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" WHY D6" W 6" W / / / / / / / /LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 SOUTH SHIELDS STREETWESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. PROPOSED 6" PVC WATER MAIN PROPOSED UNDERDRAIN 30.00' SANITARY SEWER EASEMENT 30' FL-FL57' ROW EXISTING GAS LINEEXISTING ELECTRIC LINE ±37' FL-FL60' ROWEXISTING 8" PVC WATER LINE (CITY OF FORT COLLINS) CONNECT TO EX. SANITARY MAIN WITH NEW MANHOLE SSMH A STA 10+00.00 N: 125466.89 E: 189477.46 325.28 LF 8" PVC @ 0.40% SSMH A1 STA 13+25.28 N: 125472.31 E: 189152.22 78.01 LF 8" PVC @ 0.40% SSMH A2 STA 14+03.28 N: 125495.09 E: 189077.62 189.11 LF 8" PVC @ 0.40%SSMH A3 STA 15+92.39 N: 125306.00 E: 189075.42 250.08 LF 8" PVC @ 0.40% SSMH A5 STA 20+17.97 N: 125222.35 E: 188672.27 EX. 15" RCP STORM EX. 15" PVC SANITARY SEWER 30.00' SANITARY SEWER EASEMENT EXISTING 8" CLAY SANITARY SEWER SAWCUT (TYP.) 6" SANITARY SEWER SERVICE CONNECT TO EXISTING 8" CLAY SANITARY SEWER WITH DISSIMILAR PIPE COUPLING AND EXTEND AT SAME GRADE TO PROPOSED MANHOLE WITH 8" PVC ±21.94 LF 8" PVC S S SSMH A4 STA 17+67.89 N: 125220.19 E: 188922.34 175.5 0 L F 8" P V C @ - 0. 4 0 % STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN LINE A4-B SEE SHEET 15 INSTALL CLEANOUT AT POINT OF CONNECTION INSTALL CLEANOUT AT POINT OF CONNECTION APPROXIMATE LOCATION EXISTING SANITARY SEWER SERVICES. CONTRACTOR TO COORDINATE WITH THE PROPERTY OWNERS AND THE CITY OF FORT COLLINS TO CONNECT EXISTING SERVICE TO PROPOSED MAIN AND ABANDON EXISTING MAIN. APPROXIMATE LOCATION EXISTING SANITARY SEWER SERVICE. CONTRACTOR TO COORDINATE WITH THE PROPERTY OWNER AND THE CITY OF FORT COLLINS TO CONNECT EXISTING SERVICE TO PROPOSED MAIN. APPROXIMATE LOCATION EXISTING 6" PVC WATER MAIN (CITY OF FORT COLLINS) 5010 5015 5020 5025 5030 5035 5040 5045 5050 5010 5015 5020 5025 5030 5035 5040 5045 5050 9+5010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+00 SSMH ASTA 10+00.00RIM 5028.4±INV. IN 5020.23 (N)INV. IN 5020.81 (W)INV. OUT 5020.23 (S)325.28 LF 8" PVC @ 0.40%SSMH A1STA 13+25.28RIM 5030.2±INV. IN 5022.31 (W)INV. OUT 5022.11 (E)78.01 LF 8" PVC @ 0.40%SSMH A2 (EXTERNAL DROP)STA 14+03.28RIM 5031.1±INV. IN 5024.39 (W)INV. IN 5022.83 (S)INV. OUT 5022.63 (E)189.11 LF 8" PVC @ 0.40%SSMH A3STA 15+92.39RIM 5031.4±INV. OUT 5023.78 (SW)INV. OUT 5023.58 (N)175.50 LF 8" PVC @ 0.40%SSMH A4STA 17+67.89RIM 5032.3±INV. IN 5024.69 (W)INV. IN 5024.49 (NE)250.08 LF 8" PVC @ 0.40%SSMH A5STA 20+17.97RIM 5036.4±INV. OUT 5025.69 (E)EXISTING GROUND PROPOSED GROUND APPROX EX. 8" PVC WATER STA.=14+13.70 INV.±5025.5 24" APPROX. EX. WATER SERVICE STA.=12+72.72 INV.=5024.59 APPROX. EX. WATER SERVICE STA.=13+67.43 INV.=5025.52 12" HDPE STORM STA.=17+01.27 INV.=5027.03 23" EX. 15" RCP STORM STA.=10+18.40 INV.=5025.31 EX.EX.10.1' 6.9' 6.9' 7.6' 7.2' 6.9' SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET12 PLAN & PROFILESANITARY LINE ACALL 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 SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NORTH ( IN FEET ) 1 inch = ft. Feet05050 50 100 150 11 PROFILE SCALE: SANITARY LINE A EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL SANITARY CONSTRUCTION SHALL BE FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, 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.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 5.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STROM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 6.ALL SINGLE-FAMILY SANITARY SEWER SERVICES TO BE 4" PVC. 7.ALL SANITARY MANHOLES TO BE 4'Ø UNLESS NOTED OTHERWISE. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. W EXISTING STORM SEWER SPROPOSED SEWER SERVICE EXISTING SANITARY SEWER SS PROPOSED AREA STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY W EASEMENT LINE PROPOSED RIGHT OF WAY PROPOSED COMBO STORM INLET PROPOSED TYPE-R STORM INLET PROPOSED WATER SERVICE UDUDUDWWWWWW W W WW S S SSS SSSSE E E E E E E E G G G G G G G G E E E E E E E E E E G G G G G G G G G G XXXXXXXXXXXXXCCC CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV CTV OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 8" SS 8" SS 8" SS8" SS8" SS8" SSEEE6" ABDN W6" ABDN WGGGGGGGGG6" ABDN W6" ABDN W6" ABDN W6" ABDN WS 6" W6" W6" W6" W6" W6" W6" W6" W CCCC/ / / / / / / // / / / / / / /C319.82 LF 6" PVC S89°30'18"E 11.61 LF 6" PVC S89°30'18"E STA.=10+00.00 CONNECT TO EXISTING WATER MAIN 8"x6" WET CONNECTION w/TB 1 - 6" GV (E) N: 125212.78 E: 188622.44 STA.=13+31.43 FIRE HYDRANT STA.=13+19.82 6" GV LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 30' FL-FL57' ROWSANITARY SEWER LINE A SEE SHEET 12 STORM DRAIN LINE C SEE SHEET 18 9' UTILITY EASEMENT 9' UTILITY EASEMENT 9' U TILITY EASEMENT 10.00' 6' UTILITY EASEMENT LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT DEL MAR STREETLAKEWOOD DRIVE EXISTING 8" CLAY SANITARY SEWER ±39' FL-FL 60' ROW APPROXIMATE LOCATION EXISTING 6" PVC WATER MAIN (CITY OF FORT COLLINS) 5015 5020 5025 5030 5035 5040 5045 5050 5015 5020 5025 5030 5035 5040 5045 5050 9+50 10+00 11+00 12+00 13+00 14+00 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC STA. 10+00.0CONNECT TO EXISTINGWATER MAIN8"x6" WET CONNECTION w/TB1 - 6" GV (E)T.O.P.=5033.24STA. 11+00.01.0° DEFLECTIONT.O.P.=5029.91STA. 12+00.00.2° DEFLECTIONT.O.P.=5028.42STA. 13+00.00.8° DEFLECTIONT.O.P.=5027.25STA. 13+19.81.4° DEFLECTIONT.O.P.=5026.75STA. 13+31.4FIRE HYDRANTT.O.P.=5026.75STA. 13+19.826" GVT.O.P.=5026.755033.245032.415031.585030.755029.915029.545029.175028.795028.425028.135027.835027.545027.255026.75PROPOSED GROUND EXISTING GROUND PROPOSED GROUND TOP OF PIPECONTRACTOR TO VERIFYLOCATION & ELEVATION PRIORTO CONSTRUCTION.SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET13 PLAN & PROFILEWATERLINE ACALL 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 SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 13 PROFILE SCALE: WATERLINE A NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.ALL WATER CONSTRUCTION SHALL BE PER FORT COLLINS UTILITIES WATER AND WASTEWATER DESIGN CRITERIA MANUAL, LATEST EDITION. 3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE NOT TO SCALE. 4.ALL WATERLINES SHALL HAVE A 4.5' MINIMUM AND 5.5' MAXIMUM WATER LINE COVER FROM FINISHED GRADE TO TOP OF PIPE. 5.PIPE LENGTH LABELS SHOWN IN PLAN VIEW DENOTE THE HORIZONTAL DISTANCE BETWEEN HORIZONTAL FITTINGS, AND DO NOT ACCOUNT FOR VERTICAL BENDS OR DEFLECTIONS. 6.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND ARE SUBJECT TO CHANGE IN THE FIELD. 7.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL SANITARY SEWER MAINS, WATER MAINS & SERVICES. 8.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 9.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH CITY OF FORT COLLINS STREET REPAIR STANDARDS. 10.ALL WATER SERVICES SHALL BE 3 4" UNLESS OTHERWISE NOTED. EXISTING LOT LINE EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPERTY BOUNDARY EXISTING TELEPHONE PEDESTAL PROPOSED STREET LIGHT W SS PROPOSED LOT LINE PROPOSED ROW EXISTING ROW EXISTING CABLE CTV EEEEEEEEEEEET E E E EEEEUDUD UD UD UD UD UDUDUDUD WELEC T ELECNYLOPL AS T DO NOT P OL L UT E DRAINS T OWATERWA Y S DO NOT P OL L U TE D RA I N S T O W A T ER W AY S NYLOPLAS T D UC T I L E I R ON W W S EEEEEEET DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS NYLOPLASTDO NO T P O L L U T E DRAIN S T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPL A S T D U C T I L E I R O N WE G E E E G G G XXXXXX X XXXXXXXXXXX X X X X XD D VAULT ELEC CC CC C VAULT ELEC CC CC C EC C CC STST STSTSTSTSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVGGGGCTV CTV GGGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV CTV CTV CTV CTV CTVOHUOHUOHUOHUOHU OHU OHUOHUOHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU W WWWWWWWWW8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO VAULT TELE ELEC DGGGG SSSS SS 172.77 LF 15" RCP @ 0.50% 27.39 LF 15" RCP @ 0.50% BASIN A5 STA 14+74.42 N: 125149.49 E: 189020.91 OUTLET A6 STA 15+01.83 N: 125130.02 E: 189001.64 86.08 LF 15" RCP @ 0.50% 131.02 LF 15" HDPE @ 0.50% 74.5 1 L F 1 5 " R C P @ 0 . 2 0 % CORE DRILL CONNECTION TO EXMH A REPAIR BENCHING IF NECESSARY GROUT CONNECTION WITH HIGH STRENGTH EPOXY GROUT STA 10+00.00 N: 125133.44 E: 189488.70 LOT 5 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT LAKEWOOD DRIVE OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST.SOUTH SHIELDS STREETSTMH A1 STA 10+74.51 N: 125156.59 E: 189417.88 BASIN A2 STA 12+05.53 N: 125156.59 E: 189286.86 10.04 LF 15" HDPE @ 0.50% BASIN A3 STA 12+15.57 N: 125149.49 E: 189279.76 BASIN A4 STA 13+01.65 N: 125149.49 E: 189193.68 DETENTION POND 3 UNDERGROUND DETENTION POND 2 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+0012+0013+0014+0015+0015+50 10.04 LF 15" HDPE @ 0.50% 131.02 LF 15" HDPE @ 0.50% 86.08 LF 15" RCP @ 0.50% 172.77 LF 15" RCP @ 0.50% 27.39 LF 15" RCP @ 0.50%EXMH ASTA 10+00.00RIM 5030.9±INV. IN 5023.77 (W)INV. IN 5024.25 (N)INV. IN 5027.03 (S)INV. OUT 5023.18 (E)STMH A1STA 10+74.51RIM 5032.2±INV. IN 5023.92 (W)INV. IN 5023.92 (N)INV. OUT 5023.92 (E)BASIN A4STA 13+01.65FL. EL 5031.7±INV. IN 5025.06 (W)INV. IN 5025.06 (N)INV. OUT 5025.06 (E)BASIN A2STA 12+05.53RIM 5031.3±INV. IN 5024.58 (SW)INV. OUT 5024.58 (E)BASIN A5STA 14+74.42RIM 5031.6±INV. IN 5025.92 (SW)INV. OUT 5025.92 (E)OUTLET A6STA 15+01.83INV. 5026.06 (NE)5030.685032.205031.325031.515031.945031.405031.185031.695031.805031.755031.695031.665031.615031.505031.645031.955032.635031.635028.26EX.EX.EX.BASIN A3STA 12+15.57RIM 5031.5±INV. IN 5024.63 (W)INV. OUT 5024.63 (NE)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EX. 15" PVC SANITARY STA.=10+14.86 INV.=5020.14 26" 74.51 LF 15" RCP @ 0.20% 14 PLAN & PROFILESTORM DRAIN ACALL 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 A KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE STORM DRAIN 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 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.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETSTORM DRAIN LINE A4-A SEE SHEET 14STORM DRAIN LINE A4-B SEE SHEET 14 EEEEEEEEEEEET E E E EEEEUDUD UD UD UD UD UD ELEC T ELECNYLOPL AS T DO NOT P OL L UT E DRAINS T OWATERWA Y S DO NOT P OL L U TE D RA I N S T O W A T ER W AY S NYLOPLAS T D UC T I L E I R ONEEEEE EDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS NYLOPLASTDO NO T P O L L U T E DRAIN S T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPL A S T D U C T I L E I R O N WX X XXXXXXX X X X XD D VAULT ELEC CC CC C VAULT ELEC CC CC C EC C STST STSTSTSTSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVGGGGCTV CTV GGGGGEEEEEEECTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU W WWWWWWWWWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FO VAULT TELE ELEC DGGGG SSSS SS LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST.SOUTH SHIELDS STREETUNDERGROUND DETENTION POND 2 BASIN A4 STA 10+00.00 N: 125149.49 E: 189193.68 8.24 LF 24" HDPE @ 0.42% BASIN A4-A1 w/ 100-YR ORIFICE STA 10+08.24 N: 125157.73 E: 189193.68 34.58 LF 24" HDPE @ 0.50% STMH A4-A2 w/ 100-YR WEIR STA 10+42.82 N: 125192.32 E: 189193.68 BASIN A4-A8 STA 11+38.02 N: 125226.56 E: 189254.60 28.66 LF 15" HDPE @ 1.95% TEE A4-A9 STA 11+66.68 N: 125226.56 E: 189283.26 11.76 LF 15" HDPE @ 1.95% BASIN A4-A10 STA 11+78.45 N: 125226.56 E: 189295.02 13.00 LF 15" HDPE @ 0.50% TEE A4-A11 w/ C.O. STA 11+91.45 N: 125226.56 E: 189308.02 90° BEND A4-A13 w/ C.O. STA 12+50.99 N: 125167.02 E: 189308.02 23.20 LF 8" HDPE @ 0.50% 66.62 LF 8" HDPE @ 1.00% TEE A4-A14 w/C.O. STA 13+17.61 N: 125167.02 E: 189374.65 23.16 LF 8" HDPE @ 2.50% BASIN A4-A15 STA 13+40.77 N: 125143.86 E: 189374.65 STORM DRAIN LINE A SEE SHEET 13 18.02 LF 8" HDPE @ 2.00% BASIN A4-A14-1 INV. OUT=5027.34 (S) FG=5031.25 36.34 LF 8" HDPE @ 0.50% DS WYE A4-A12 STA 12+14.65 N: 125203.36 E: 189308.02 6.94 LF 24" RCP @ 0.21% STMH A4-A6 w/ 100-YR WEIR STA 11+24.53 N: 125213.07 E: 189254.60 6.92 LF 18" RCP @ 0.20% JUNCT A4-A7 STA 10+06.94 N: 125219.99 E: 189254.60 6.57 LF 18" RCP @ 0.50% BASIN A4-A3 STA 10+49.76 N: 125199.23 E: 189193.15 7.06 LF 6" HDPE @ 5.00% DS A4-A11 INV. OUT=5026.65 (W) 6.94 LF 24" RCP @ 0.20% JNCT A4-A3 STA 10+56.70 N: 125206.15 E: 189193.68 5015 5020 5025 5030 5035 5040 5045 5050 5015 5020 5025 5030 5035 5040 5045 5050 9+50 10+00 11+00 12+00 13+00 14+00 EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUNDBASIN A4STA 10+00.00FL. EL 5031.7±INV. IN 5025.06 (W)INV. IN 5025.06 (N)INV. OUT 5025.06 (E)8.24 LF 24" HDPE @ 0.42%BASIN A4-A1STA 10+08.24RIM 5031.5±INV. IN 5025.09 (N)INV. OUT 5025.09 (S)34.58 LF 24" HDPE @ 0.50%STMH A4-A2STA 10+42.82FL. EL 5030.8±INV. IN 5025.31 (N)INV. OUT 5025.26 (S)BASIN A4-A8STA 11+38.02RIM 5031.5±INV. IN 5025.16 (E)INV. IN 5025.16 (W)INV. OUT 5025.16 (S)TEE A4-A9STA 11+66.68RIM 5030.9±INV. IN 5025.72 (E)INV. IN 5026.30 (N)INV. OUT 5025.72 (W)11.76 LF 15" HDPE @ 1.95%BASIN A4-A10STA 11+78.45RIM 5030.6±INV. IN 5025.95 (E)INV. OUT 5025.95 (W)13.00 LF 15" HDPE @ 0.50%TEE A4-A11 w/ C.O.STA 11+91.45INV. 5026.01 (S)INV. 5026.01 (N)INV. 5026.01 (W)23.20 LF 8" HDPE @ 0.50%90° BEND A4-A13 w/ C.O.STA 12+50.99INV. 5026.31 (E)INV. 5026.31 (N)66.62 LF 8" HDPE @ 1.00%TEE A4-A14 w/C.O.STA 13+17.61RIM 5031.7±INV. IN 5026.98 (S)INV. IN 5026.98 (N)INV. OUT 5026.98 (W)23.16 LF 8" HDPE @ 2.50%BASIN A4-A15STA 13+40.77RIM 5031.1±INV. OUT 5027.56 (N)5031.695031.205030.745031.075031.195031.335031.255030.755031.535031.805031.435032.365032.165031.4515" HDPE STORM STA.=13+28.04 INV.=5024.14BASIN A4-A3STA 10+49.76INV. 5025.30 (N)INV. 5025.30 (S)6.94 LF 24" RCP @ 0.21% 36.34 LF 8" HDPE @ 0.50%DS WYE A4-A12STA 12+14.65INV. 5026.13 (S)INV. 5026.30 (E)INV. 5026.13 (N)JUNCT A4-A7STA 11+31.45INV. 5025.12 (N)INV. 5025.12 (W)INV. 5025.12 (S)STMH A4-A6STA 11+24.53RIM 5031.3±INV. IN 5025.11 (N)INV. OUT 5025.11 (S)INV. OUT 5025.11 (W)SEE SUBGRADE PLAN & STORMTECH DETAILS FOR ADDITIONAL INFORMATION 28.66 LF 15" HDPE @ 1.95% 100-YEAR HGL MC-3500 STORMTECH CHAMBERS @ 0.20% 6.94 LF 24" RCP @ 0.20%JNCT A4-A3STA 10+56.70INV. 5025.28 (N)INV. 5025.28 (W)INV. 5025.28 (S)20.00" 15 PLAN & PROFILESTORM DRAIN A4-ACALL 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 A4-A KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE STORM DRAIN A4-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 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.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETSTORM DRAIN LINE A4-B SEE SHEET 15 STORM DRAIN LINE A4-D SEE SHEET 17 STORM DRAIN LINE A4-C SEE SHEET 17 STORM DRAIN LINE A4-F SEE SHEET 17 STORM DRAIN LINE A4-E SEE SHEET 17 5015 5020 5025 5030 5035 5040 5045 5050 5015 5020 5025 5030 5035 5040 5045 5050 9+5010+0011+0012+0013+0014+00 74.03 LF 18" HDPE @ 0.48%BASIN A4-B1STA 10+80.97RIM 5030.5±INV. IN 5025.64 (N)INV. OUT 5025.64 (E)37.20 LF 18" HDPE @ 0.69%90° BEND A4-B2 w/ C.O.STA 11+18.17INV. 5025.90 (W)INV. 5025.90 (S)25.00 LF 15" HDPE @ 0.50%90° BEND A4-B3STA 11+43.17INV. 5026.02 (N)INV. 5026.02 (E)38.72 LF 15" HDPE @ 0.50%BASIN A4-B4STA 11+88.41RIM 5031.0±INV. IN 5026.25 (N)INV. IN 5027.00 (E)INV. OUT 5026.25 (S)23.87 LF 12" HDPE @ 0.50%BASIN A4-B5STA 12+39.96RIM 5031.0±INV. IN 5026.51 (N)INV. OUT 5026.51 (S)10.80 LF 12" HDPE @ 0.50%BASIN A4-B6STA 13+17.99RIM 5030.9±INV. OUT 5026.90 (S)5030.745030.795030.665030.545030.975031.195031.525031.065031.055031.075031.055031.255031.125031.05EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 28.10 LF 12" HDPE @ 0.50%DS WYE A4-B5-3STA 12+89.89INV. 5026.76 (N)INV. 5027.26 (E)INV. 5026.76 (S)21.80 LF 12" HDPE @ 0.50% 17.33 LF 12" HDPE @ 0.50%DS WYE A4-B5-2STA 12+68.09INV. 5026.65 (N)INV. 5027.15 (E)INV. 5026.65 (S)DS WYE A4-B5-1STA 12+50.76INV. 5026.56 (N)INV. 5027.06 (E)INV. 5026.56 (S)27.68 LF 12" HDPE @ 0.50%DS WYE A4-B4-2STA 12+12.28INV. 5026.37 (N)INV. 5026.87 (E)INV. 5026.37 (S)STMH A4-A2STA 9+93.06RIM 5030.8±INV. IN 5025.31 (N)INV. OUT 5025.26 (S)6.94 LF 24" RCP @ 0.21%BASIN A4-A3STA 10+00.00INV. 5025.30 (N)INV. 5025.30 (S)DS WYE A4-B3-1STA 11+81.88INV. 5026.22 (N)INV. 5026.97 (E)INV. 5026.22 (S)6.52 LF 15" HDPE @ 0.50% 100-YEAR HGL JNCT A4-A3STA 10+06.94INV. 5025.28 (N)INV. 5025.28 (W)INV. 5025.28 (S)6.94 LF 24" RCP @ 0.20%EEEEEEEEEEEEEEEEEUD UDUDELECTSNYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON E E EE EE E TDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLAST DUCTILE IRON XXXXXXXXXXXXX X CC8" SSCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVVAULTCABLE OHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUOHUEEEEE6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN WCTVCTVCTVCTVCTVCTVCTVCTV8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS W EW EEEEEEEEGGGGGGGGGGCTVCTVCTVCTVCTVCTVCTVCTVCTVEEEEEWELECWCSWFOFOFOFO 8" ABDN SS8" ABDN SS8" ABDN SS8" W8" W8" W8" W8" W8" W8" W8" W8" W8" WSSSSSSLOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT OWNER: POPPE, DAVID A.1205 WESTWARD DR.UNDERGROUND DETENTION POND 2 STORM DRAIN LINE A SEE SHEET 13 74.03 LF 18" HDPE @ 0.48% 37.20 LF 18" HDPE @ 0.69% 25.00 LF 15" HDPE @ 0.50% 38.72 LF 15" HDPE @ 0.50% SANITARY SEWER LINE A SEE SHEET 11 28.10 LF 12" HDPE @ 0.50% 21.80 LF 12" HDPE @ 0.50% 24.72 LF 6" HDPE @ 5.00% 17.33 LF 12" HDPE @ 0.50% 10.80 LF 12" HDPE @ 0.50% 27.68 LF 12" HDPE @ 0.50% 23.87 LF 12" HDPE @ 0.50% 23.89 LF 6" HDPE @ 5.00% 23.26 LF 6" HDPE @ 5.00% 21.50 LF 6" HDPE @ 5.00% 21.20 LF 6" HDPE @ 5.00% 32.08 LF 6" HDPE @ 5.00% 6.94 LF 24" RCP @ 0.21% DS WYE A4-B3-1 STA 11+81.88 N: 125282.23 E: 189094.65 6.94 LF 24" RCP @ 0.20% JNCT A4-A3 STA 10+56.70 N: 125206.15 E: 189193.68 6.52 LF 15" HDPE @ 0.50% STMH A4-A2 STA 9+93.06 N: 125192.32 E: 189193.68 BASIN A4-B1 STA 10+80.97 N: 125206.32 E: 189119.65 90° BEND A4-B2 w/ C.O. STA 11+18.17 N: 125243.52 E: 189119.65 90° BEND A4-B3 STA 11+43.17 N: 125243.52 E: 189094.65 BASIN A4-B4 STA 11+88.41 N: 125288.75 E: 189094.65 BASIN A4-B5 STA 12+39.96 N: 125340.31 E: 189094.65 BASIN A4-B6 STA 13+17.99 N: 125418.33 E: 189093.65 DS WYE A4-B5-3 STA 12+89.89 N: 125390.23 E: 189093.67 DS A4-B5-3 INV. OUT=5028.49 (W) DS WYE A4-B5-2 STA 12+68.09 N: 125368.43 E: 189094.10 DS WYE A4-B5-1 STA 12+50.76 N: 125351.10 E: 189094.44 BASIN A4-A3 STA 10+00.00 N: 125199.23 E: 189193.15 DS WYE A4-B4-2 STA 12+12.28 N: 125312.62 E: 189094.65 DS A4-B3-1 INV. OUT=5028.57 (W) DS A4-B4-1 INV. OUT=5028.06 (W) DS A4-B4-2 INV. OUT=5027.94 (W)DS A4-B5-1 INV. OUT=5028.22 (W) DS A4-B5-2 INV. OUT=5028.34 (W) PROFILE SCALE: KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE STORM DRAIN A4-B 16 PLAN & PROFILESTORM DRAIN A4-BCALL 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 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.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETSTORM DRAIN A4-B STORM DRAIN LINE A4-A SEE SHEET 14 CC C C C C C C C C C C C C CCCCCCCCCCCCCCCCCCEEE FDCUDUDGAS ELEC FEELECG NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POL LUTE D RAI NS TO WA TERWAYS NYLOPLA ST DUCT ILE IRONEEEEEDS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT POLLUTEDRAINS TOWATERWAYSDO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLAST DUCTILE IRONW43.98 LF 15" HDPE @ 2.00% 28.65 LF 8" HDPE @ 1.50% 6.63 LF 8" HDPE @ 1.50% 10.64 LF 8" HDPE @ 2.00% 12.27 LF 8" HDPE @ 2.00% 7.17 LF 8" HDPE @ 2.00% 18.19 LF 8" HDPE @ 1.50% 6.82 LF 8" HDPE @ 2.00% 27.58 LF 8" HDPE @ 1.50% 6.69 LF 8" HDPE @ 2.00% 32.91 LF 8" HDPE @ 1.50% 6.17 LF 8" HDPE @ 2.00% 31.09 LF 8" HDPE @ 1.50%32.66 LF 8" HDPE @ 1.50% 32.15 LF 8" HDPE @ 1.50% 3.91 LF 8" HDPE @ 2.00% 3.90 LF 8" HDPE @ 2.00% 27.97 LF 8" HDPE @ 1.50% 3.01 LF 8" HDPE @ 2.00% 13.31 LF 8" HDPE @ 1.50% 9.07 LF 8" HDPE @ 2.00% 9.60 LF 8" HDPE @ 1.50% 43.72 LF 8" HDPE @ 2.80% 30.22 LF 12" HDPE @ 2.00% 7.41 LF 6" HDPE @ 5.00% 4.70 LF 12" HDPE @ 2.00% 22.35 LF 8" HDPE @ 1.00% 3.47 LF 8" HDPE @ 2.00%25.56 LF 8" HDPE @ 3.43% 22.31 LF 8" HDPE @ 2.00% 41.95 LF 8" HDPE @ 1.00% 5.37 LF 8" HDPE @ 2.00% 20.55 LF 8" HDPE @ 1.00% 22.28 LF 8" HDPE @ 2.00% 27.80 LF 8" HDPE @ 2.00% 28.55 LF 15" HDPE @ 2.00% 90° BEND A4-C1 STA. 10+43.98 INV. = 5026.04 N: 125226.56 E: 189210.62 STMH A4-C2 INV. IN=5027.18 (N) INV. IN=5027.18 (W) INV. OUT=5026.61 (S) FG=5032.61 N: 125255.11 E: 189210.62 BASIN A4-C3-1 INV. OUT=5027.50 (W) FG=5031.75 N: 125264.71 E: 189219.69 TEE A4-C3 STA. 10+82.13 INV. = 5027.32 N: 125264.71 E: 189210.62 TEE A4-C4 STA. 10+95.44 INV. = 5027.52 N: 125278.02 E: 189210.62 BASIN A4-C4-1 INV. OUT=5027.58 (W) FG=5031.75 N: 125278.02 E: 189213.64 BASIN A4-C5-1 INV. OUT=5028.02 (W) FG=5031.75 N: 125305.99 E: 189214.52 TEE A4-C5 STA. 11+23.41 INV. = 5027.94 N: 125305.99 E: 189210.62 TEE A4-C6 STA. 11+55.56 INV. = 5028.43 N: 125338.14 E: 189210.62 BASIN A4-C6-1 INV. OUT=5028.51 (W) FG=5031.75 N: 125338.14 E: 189214.53 BASIN A4-C7 STA. 11+88.23 INV.=5028.92 FG=5031.75 N: 125370.81 E: 189210.62 BASIN A4-D6 STA. 11+45.05 INV.=5029.35 FG=5031.75 N: 125371.37 E: 189181.94 BASIN A4-D5-1 INV. OUT=5029.01 (E) FG=5031.75 N: 125340.28 E: 189175.77 TEE A4-D5 STA. 11+13.96 INV. = 5028.89 N: 125340.28 E: 189181.94 BASIN A4-D4-1 INV. OUT=5028.52 (E) FG=5031.75 N: 125307.37 E: 189175.25 TEE A4-D4 STA. 10+81.05 INV. = 5028.39 N: 125307.37 E: 189181.94 BASIN A4-D3-1 INV. OUT=5028.12 (E) FG=5031.75 N: 125279.79 E: 189175.13 TEE A4-D3 STA. 10+53.47 INV. = 5027.98 N: 125279.79 E: 189181.94 BASIN A4-D2-1 INV. IN=5027.92 (W) INV. OUT=5027.92 (E) FG=5031.75 N: 125261.60 E: 189171.30 45° BEND A4-D2-2 STA. 10+35.28 INV. = 5028.17 N: 125261.60 E: 189159.03 BASIN A4-D2-3 INV. OUT=5028.31 (SE) FG=5031.61 N: 125265.76 E: 189153.19 TEE A4-D2 STA. 10+35.28 INV. = 5027.71 N: 125261.60 E: 189181.94 90° BEND A4-D1 w/ C.O. STA. 10+28.65 INV. = 5027.61 N: 125254.97 E: 189181.97 BASIN A4-E1-1 INV. OUT=5027.59 (E) FG=5031.27 N: 125270.28 E: 189279.79 TEE A4-E1 STA. 10+43.72 INV. = 5027.52 N: 125270.28 E: 189283.26 BASIN A4-E2 STA. 10+66.06 INV.=5027.75 FG=5031.64 N: 125292.62 E: 189283.26 BASIN A4-E3-1 INV. OUT=5028.28 (E) FG=5031.88 N: 125334.57 E: 189277.90 TEE A4-E3 STA. 11+08.01 INV. = 5028.17 N: 125334.57 E: 189283.26 BASIN A4-E4 STA. 11+28.56 INV.=5028.37 FG=5031.61 N: 125355.12 E: 189283.26 BASIN A4-F6 STA. 11+32.87 INV.=5029.37 FG=5031.87 N: 125359.43 E: 189308.08 BASIN A4-F5 STA. 11+10.59 INV.=5028.92 FG=5031.25 N: 125337.15 E: 189308.07 BASIN A4-F4 STA. 10+82.79 INV.=5028.36 FG=5031.67 N: 125309.35 E: 189308.06 BASIN A4-F3 STA. 10+60.48 INV.=5027.92 FG=5031.92 N: 125287.04 E: 189308.05 BASIN A4-F2 STA. 10+34.92 INV.=5026.71 FG=5031.15 N: 125261.48 E: 189308.04 TEE A4-F1 STA. 10+04.70 INV. = 5026.10 N: 125231.26 E: 189308.02 DS A4-F1-1 INV. OUT=5026.79 (W) FG=5027.38 N: 125231.26 E: 189315.43 TEE A4-A11 w/ C.O. STA. 10+00.00 INV. = 5026.01 N: 125226.56 E: 189308.02 STORM DRAIN A4-A SEE SHEET 15 TEE A4-A9 STA. 10+00.00 INV. = 5025.72 N: 125226.56 E: 189283.26 BASIN A4-A8 STA. 10+00.00 INV. = 5025.16 N: 125226.56 E: 189254.60 STORM DRAIN A4-B SEE SHEET 16 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 17 PLANSTORM DRAIN A4-C, A4-D, A4-E & A4-FCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet01010 10 20 30 EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE STORM DRAIN A4-C, A4-D, A4-E, A4-F SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET E E E E EEEEFDCGAS FG G GGGGDS DSW D CC CC CC CC CC CC D D STSTSTSTSTS T 15" SS15" SS15" SS15" SS15" SSSTCTVCTVCTVCTVCTVEEEECTVCTVCTVCTVCTVCTVVAULT CABLE6" ABDN W 6" ABDN W CTV CTV CTV WWWWWW6" ABDN W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV CTV CTV CTV E E E E E E8" W 8" W 8" W 8" W 8" W GGGGGGWESTWARD DRIVE SOUTH SHIELDS STREETOUTLET B1 STA 10+35.39 N: 125404.57 E: 189421.56 35.33 LF 15" RCP @ 2.65% CORE DRILL AND GROUT CONNECTION TO EX. STORM INLET STA 10+00.00 N: 125395.81 E: 189455.79 DETENTION POND 1 20.00' DRAINAGE EASEMENT LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 9.00' UTILITY EASEMENT 15.00' UTILITY EASEMENT 3" WATER SERVICE 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+00 OUTLET B1STA 10+35.39INV. 5026.70 (E)35.33 LF 15" RCP @ 2.65%5027.715028.265029.43EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND EX. STORM INLETSTA 10+00.00FL. EL 5028.3±INV. IN 5025.76 (W)INV. IN 5025.57 (N)EX.EX.100-YEAR HGL 3" WATER SERVICE STA.=10+19.43 TOP=5024.32 21"UDUDWW W S E E G G CTVOHU8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSLAKEWOOD DRIVE DETENTION POND 3 INLET C2 STA 10+31.68 N: 125195.61 E: 188945.63 25.44 LF 18" HDPE @ 1.80% BASIN F2 STA 10+00.00 N: 125183.96 E: 188975.09 6.24 LF 18" HDPE @ 1.80% INSERTA TEE F2-2 STA 10+06.24 N: 125186.25 E: 188969.28 10.00 LF 4" HDPE @ 0.20% 90° BEND F2-1 INV. IN=5027.49 (N) INV. OUT=5027.49 (S) FG=5027.86 15.98 LF 4" HDPE @ 0.20% 11.25° BEND F2-2 INV. IN=5027.52 (N) INV. OUT=5027.52 (S) FG=5027.89 22.09 LF 4" HDPE @ 0.20% CLEANOUT F2-3 INV. OUT=5027.57 (S) FG=5030.83 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 9.00' UTILITY EASEMENT 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+00 5030.905031.265031.51EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL INLET C2STA 10+31.68FL. EL 5030.8±INV. OUT 5027.21 (E)25.44 LF 18" HDPE @ 1.80%INSERTA TEE F2-2STA 10+06.24INV. 5026.75 (W)INV. 5027.47 (N)INV. 5026.75 (E)6.24 LF 18" HDPE @ 1.80%BASIN F2STA 10+00.00RIM 5030.9±INV. IN 5026.64 (W)INV. IN 5026.64 (N)INV. OUT 5026.64 (S)E E E E EEEEFDCGAS FG G GGGGDS DSW CC CC CC CC CC CC D D STSTS T 15" SS15" SS15" SS15" SS15" SSCTVCTVCTVCTVCTVEEEECTVCTVCTVCTVCTVCTVVAULT CABLE6" ABDN W 6" ABDN W CTV CTV CTV 6" ABDN W FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOCTV CTV CTV CTV E E E E E EE8" W 8" W 8" W 8" W 8" W GGGGGGWESTWARD DRIVE SOUTH SHIELDS STREETBASIN D2 STA 10+38.33 N: 125422.00 E: 189367.00 38.33 LF 12" HDPE @ 1.50% FES D1 STA 10+00.00 N: 125410.76 E: 189403.65 DETENTION POND 1 20.00' DRAINAGE EASEMENT LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 9.00' UTILITY EASEMENT 15.00' UTILITY EASEMENT 3" WATER SERVICE 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+00 BASIN D2STA 10+38.33RIM 5030.0±INV. OUT 5027.52 (E)38.33 LF 12" HDPE @ 1.50%FES D1STA 10+00.00INV. 5026.95 (W)5026.955031.455030.07EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL 6" FIRE SERVICE STA.=10+20.96 TOP=5025.66 18" MIN. 18 PLAN & PROFILESTORM DRAIN B, C & DCALL 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 B KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROFILE SCALE:PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY STORM DRAIN DSTORM DRAIN C SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETSTORM DRAIN LINE D SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE E SEE SHEET 19 STORM DRAIN LINE F SEE SHEET 19 STORM DRAIN B & D STORM DRAIN CRAIN GARDEN B SEE SHEET 7 30.00' SANITARY SEWER EASEMENT CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION & RELOCATE EXISTING UTILITIES AS NECESSARY 6" PVC FIRE SERVICE 6" PVC FIRE SERVICE E E E E E E E E FDCGASFGGGGDSDSDSDSDSWWDCCCCCVAULTELECCCCCCCCCCCCCDDSTSTSTSTSTSTSTSTST15" SS15" SS15" SS15" SS15" SS15" SSCTV CTVCTV CTV CTV CTV CTV CTVEEEEE E E CTV CTV CTV CTV CTV CTV CTV CTV CTVWFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO FOFOFOFOFOFOFOFOFOFOFOFOGGGGGGGGSOUTH SHIELDS STREET FES E1 STA 10+00.00 N: 125368.53 E: 189407.19 32.86 LF 18" RCP @ 0.50% FES E2 STA 10+32.86 N: 125335.67 E: 189407.19 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT DETENTION POND 1 LD BASIN G3 INV. OUT=5028.27 (S) RIM=5031.4 23.53 LF 6" HDPE @ 2.00% LD BASIN G2 INV. IN=5027.80 (N) INV. OUT=5027.80 (E) RIM=5031.6 38.32 LF 6" HDPE @ 1.00% END 6'' LD G1 CONCRETE COLLAR INV. IN=5027.42 (W) RIM=5028.2 END 8'' LD H1 CONCRETE COLLAR INV. IN=5027.45 (W) RIM=5028.2 24.40 LF 8" HDPE @ 1.00% LD TEE H2 INV. IN=5027.72 (W) INV. IN=5027.72 (S) INV. OUT=5027.70 (E) RIM=5031.8 5.78 LF 8" HDPE @ 2.00% LD BASIN H3 INV. OUT=5027.83 (E) RIM=5031.2 LD BASIN H2-2 INV. OUT=5028.90 (E) RIM=5031.1 5.59 LF 8" HDPE @ 2.00% LD 90° BEND H2-1 INV. IN=5028.79 (W) INV. OUT=5028.79 (N) RIM=5031.7 53.87 LF 8" HDPE @ 2.00% 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+50 10+00 11+005026.965027.095029.935027.34FES E2STA 10+32.86INV. 5027.25 (N)32.86 LF 18" RCP @ 0.50%FES E1STA 10+00.00INV. 5027.09 (S)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL 3" WATER SERVICE STA.=10+16.10 TOP=5025.46 18" MIN. 5015 5020 5025 5030 5035 5040 5045 5050 5055 5015 5020 5025 5030 5035 5040 5045 5050 5055 9+5010+0011+0011+50 5026.425026.555030.925029.905030.615032.19FES F1STA 10+00.00INV. 5026.55 (N)26.30 LF 24" HDPE @ 0.36%BASIN F2STA 10+26.30RIM 5030.9±INV. IN 5026.64 (W)INV. IN 5026.64 (N)INV. OUT 5026.64 (S)38.29 LF 12" HDPE @ 0.60%11.25° BEND F3STA 10+64.59INV. 5026.87 (N)INV. 5026.87 (S)50.53 LF 12" HDPE @ 0.50%BASIN F4STA 11+15.13RIM 5030.9±INV. OUT 5027.12 (S)INV. OUT 5027.42 (W)EXISTING GROUND PROPOSED GROUND EXISTING GROUND PROPOSED GROUND 100-YEAR HGL24" 8" PVC SANITARY STA.=10+95.64 INV.=5024.22 UD UD UD WWWSTEEGGXXXXXXXXXXCCCCCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTVCTV OHUOHUOHUOHUOHUOHUOHUOHUOHU8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS 8" ABDN SS LAKEWOODDRIVELOT 5 FES F1 STA 10+00.00 N: 125158.22 E: 188969.71 26.30 LF 24" HDPE @ 0.36% BASIN F2 STA 10+26.30 N: 125183.96 E: 188975.0938.29 LF 12" HDPE @ 0.60% 11.25° BEND F3 STA 10+64.59 N: 125221.74 E: 188981.40 50.53 LF 12" HDPE @ 0.50% BASIN F4 STA 11+15.13 N: 125272.25 E: 188979.85 6.75 LF 4" PERF HDPE @ 0.20% 90° BEND F4-1 INV. IN=5027.43 (N) INV. IN=5027.43 (E) 69.22 LF 4" PERF HDPE @ 0.20% CLEANOUT F4-2 INV. OUT=5027.57 (S) RIM=5030.8 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT DETENTION POND 3 9.00' UTILITY EASEMENT 30.00' SANITARY SEWER EASEMENT 19 & LANDSCAPE DRAINS G & HSTORM DRAIN E & F PLAN & PROFILECALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet03030 30 60 90 KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROFILE SCALE: EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: NOTES: W EXISTING SANITARY SEWER SS PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT PROPOSED LOT LINE PROJECT BOUNDARY EXISTING RIGHT OF WAY EXISTING STORM SEWER EASEMENT LINE 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL STORM DRAINS, SANITARY SEWER MAINS, WATER MAINS, AND SERVICES. 3.PIPE LENGTHS ARE CALCULATED FROM THE CENTER OF MANHOLES AND STRUCTURES. SPECIFIED LENGTH OF PIPE INCLUDES THE LAYING LENGTH OF FLARED END SECTIONS. 4.ALL RCP SHALL BE CLASS III OR GREATER. PIPE MATERIAL, BEDDING, AND INSTALLATION WITHIN PUBLIC RIGHTS-OF-WAY SHALL BE GOVERNED BY CITY OF FORT COLLINS. ALTERNATES (SUCH AS ADS N-12 OR HP SANITITE) OUTSIDE OF THE R.O.W. SHALL BE APPROVED IN ADVANCE BY THE ENGINEER. ALL JOINTS SHALL BE 'WATERTIGHT' USING APPROPRIATE GASKETS OR JOINT WRAPS (PER ASTM C443 FOR RCP AND PER ASTM F477 / D3212 FOR PLASTIC PIPE). 5.CONTRACTOR SHALL SHALL CONFIRM THAT MANHOLE DIAMETERS ARE SUFFICIENT FOR THEIR PROPOSED METHODS OF INSTALLATION (i.e., WITHIN PRE-CASTER'S TOLERANCES, ETC.). 6.SEE DETAIL 3805 FOR RIP-RAP SCHEDULE. 7.SEE DETAIL 2809 FOR INLET SCHEDULE. PROPOSED RIGHT OF WAY STORM DRAIN F STORM DRAIN E SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETPROFILE SCALE: STORM DRAIN F NORTH STORM DRAIN LINE B SEE SHEET 18 STORM DRAIN LINE A SEE SHEET 13 STORM DRAIN LINE C SEE SHEET 18 STORM DRAIN LINE D SEE SHEET 18 STORM DRAIN E & LANDSCAPE DRAINS G & H SANITARY SEWER LINE A SEE SHEET 12 20.00' DRAINAGE EASEMENT 9.00' UTILITY EASEMENT 15.00' UTILITY EASEMENT RAIN GARDEN B SEE SHEET 7 RAIN GARDEN A SEE SHEET 7 UDE E E E E E G G G G G G E E E E E E E G G G G G G G 6" ABDN W 6" ABDN W6" ABDN W6" ABDN W6" W6" W6" W6" W6" WHY D6" W 6" W CCCCCCCC/ / / / / / / /CLAKEWOOD DRIVE 5' SIDEWALK 5' SIDEWALK 30' FL-FL57' ROWDEL MAR STREET9' UTILITY EASEMENT 9' UTILITY EASEMENT 31" DRIVE OVER CURB & GUTTER LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 RAINGARDEN ADETENTION POND 3 3' DRAINAGE EASEMENT (TYP.) ±40' FL-FL 60' ROW PROPOSED SAWCUT DEL MAR STREET FLOWLINE (SEE SHEET 22) LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT STORM DRAIN LINE C SEE SHEET 18 RAINGARDEN B5025 5030 5035 5040 5045 5025 5030 5035 5040 5045 9+50 10+00 11+00 12+00 13+00 14+00 14+505037.855036.985036.105035.235034.435033.815033.395033.145032.985032.865032.75-3.50 % -0.80%-0.45%PVI STA = 10+15.77PVI ELEV = 5038.18PVI STA = 12+14.22PVI ELEV = 5033.02PVI STA = 12+90.05PVI ELEV = 5032.6890.0' VC PVI STA = 11+47.73 PVI ELEV = 5033.56 BCVS: 11+02.73BVCE: 5035.13ECVS: 11+92.73EVCE: 5033.20A.D. = 2.70 K = 33.33 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND (-3.39 % ) 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 9+50 10+00 11+00 12+00 13+00 14+00 14+50 5025 5030 5035 5040 5045 5025 5030 5035 5040 5045 9+50 10+00 11+00 12+00 13+00 14+00 14+505037.575036.565035.695034.815034.015033.405032.975032.725032.505032.255032.005031.755031.505031.255031.005038.015036.945035.905034.955034.095033.435032.975032.725032.485032.205031.925031.585031.155030.855030.92-4.34 % -0.80% -1.40%-1.80% 1.00% -1.40% -1.00% -1.13% -4.18 % -3.80 %PVI STA = 10+15.81PVI ELEV = 5038.40PVI STA = 10+39.96PVI ELEV = 5037.36PVI STA = 12+14.28PVI ELEV = 5032.61PVI STA = 12+98.78PVI ELEV = 5031.60PVI STA = 13+18.78PVI ELEV = 5031.24PVI STA = 13+78.69PVI ELEV = 5030.96PVI STA = 13+38.78PVI ELEV = 5030.96PVI STA = 13+58.79PVI ELEV = 5030.76PVI STA = 12+78.83PVI ELEV = 5031.88PVI STA = 10+71.37PVI ELEV = 5036.0490.0' VC PVI STA = 11+47.79 PVI ELEV = 5033.14 BCVS: 11+02.78BVCE: 5034.85ECVS: 11+92.79EVCE: 5032.78A.D. = 3.00 K = 30.00 -4.3 4 % -3.50 % -0.80% -1.00%PVI STA = 10+15.85PVI ELEV = 5037.96PVI STA = 10+40.04PVI ELEV = 5036.91PVI STA = 12+14.28PVI ELEV = 5032.61PVI STA = 13+79.25PVI ELEV = 5030.9690.0' VC PVI STA = 11+47.79 PVI ELEV = 5033.14 BCVS: 11+02.79BVCE: 5034.71ECVS: 11+92.79EVCE: 5032.78A.D. = 2.70 K = 33.29 PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND(-3.43 % ) (-3.53 % ) INLET C2 KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE 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 CENTERLINE LAKEWOOD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) LEFT FLOWLINE LAKEWOOD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) RIGHT FLOWLINE LAKEWOOD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETEXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 20 PLAN & PROFILELAKEWOOD DRIVELAKEWOOD DRIVE 5015 5020 5025 5030 5035 5040 5015 5020 5025 5030 5035 5040 9+50 10+00 11+00 12+00 13+00 14+005030.935030.685030.435030.185029.935029.685029.435029.185028.995028.875028.745028.625028.495028.375028.245028.12-0.50% -1.00%PVI STA = 10+00.00PVI ELEV = 5030.93PVI STA = 11+88.65PVI ELEV = 5029.05PVI STA = 13+80.82PVI ELEV = 5028.09PROPOSED GRADE EXISTING GROUND PROPOSED GRADE EXISTING GROUND(-1.5%) X X X6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS 8" ABDN SS SSGGGGSSFDCNYLOP LA S T DO NOT P O LL U T E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAST D UC T I L E IR O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS SOUTH SHIELDS STREETWESTWARD DRIVE 5' SIDEWALK 9' UTILITY EASEMENT 17' CL-FL 30" VERTICAL CURB & GUTTER PROPOSED 2' CONCRETE PAN 26' EMERGENCY ACCESS EASEMENT EXISTING DRIVE-OVER CURB & GUTTER W/ ATTACHED 3' SIDEWALK ±20' CL-FL ±30' HALF ROW PROPOSED DRIVEWAY APPROACH PROPOSED SAWCUT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NORTH RIGHT FLOWLINE WESTWARD DRIVE SCALE : 1" = 40' (H) 1" = 5' (V) SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETEXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET 21 RIGHT FLOWLINE - PLAN & PROFILEWESTWARD DRIVE( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 WESTWARD DRIVE 5025 5030 5035 5040 5045 5050 5025 5030 5035 5040 5045 5050 9+50 10+00 11+00 12+00 13+00 13+505040.255039.845039.405038.955038.505038.145037.795037.455037.135036.845036.615036.37-1.40% -1.25% -0.95% -1.65% -1.65% -1.80%PVI STA = 10+00.00PVI ELEV = 5040.25PVI STA = 10+05.97PVI ELEV = 5040.15PVI STA = 10+29.77PVI ELEV = 5039.76PVI STA = 11+01.33PVI ELEV = 5038.47PVI STA = 11+71.33PVI ELEV = 5037.49PVI STA = 12+17.90PVI ELEV = 5036.91PVI STA = 12+78.65PVI ELEV = 5036.33PROPOSED GRADE EXISTING GROUND EXISTING GROUND PROPOSED GRADE (1.46%) (-0.91%)/ / / / / / / /XXXXXOHU6" ABDN W6" ABDN W6" ABDN W6" ABDN W FO6" W6" W6" W6" W6" W6" W6" W6" WHYD6" W6" WEEGGEEGGDEL MAR STREET LAKEWOOD DRIVE 5' SIDEWALK 9' UTILITY EASEMENT 5' SIDEWALK 9' UTILITY EASEMENT 20' CL-FL 31" DRIVE-OVER CURB & GUTTER LOT 1 LOT 2 LOT 9 LOT 8 LAKEWOOD DRIVE (SEE SHEET 20) 60' ROW 40' FL-FL EXISTING HOLLYWOOD CURB, GUTTER, & SIDEWALK OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. PROPOSED SAWCUT EXISTING HOLLYWOOD CURB, GUTTER, & SIDEWALK EXISTING HOLLYWOOD CURB, GUTTER, & SIDEWALK KEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE NORTH RIGHT FLOWLINE DEL MAR STREET SCALE : 1" = 40' (H) 1" = 5' (V) SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETEXISTING RIGHT-OF-WAY LEGEND: PROPOSED STORM SEWER EXISTING STORM SEWER PROPOSED EDGE OF ASPHALT PROPOSED STORM MANHOLE / / / / / / / / PROPOSED CURB & GUTTER PROPOSED CENTERLINE PEDESTRIAN ACCESS RAMPS PROPOSED CONCRETE CROSSPAN (TYP.) PROPOSED RIGHT-OF-WAY NOTES: 1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR ALL UNKNOWN UNDERGROUND UTILITIES. 2.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 3.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED IN THE FIELD BY THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL REPAIRS TO BE IN ACCORDANCE WITH TOWN STREET REPAIR STANDARDS. 4.SEE INTERSECTION DETAIL SHEETS FOR INTERSECTION DESIGNS. 5.EXISTING AND PROPOSED MANHOLE RIMS AND VALVE BOX LIDS TO BE ADJUSTED TO 1 4" BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS. PROPERTY BOUNDARY PROPOSED LOT LINE EASEMENT LINE SAWCUT LINE EXISTING LOT LINE PROPOSED STORM INLET ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 22 RIGHT FLOWLINE - PLAN & PROFILEDEL MAR STREETCALL 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 DEL MAR STREET / / / / / / / // / / / / / / // / / / / / / /6" ABDN W6" ABDN W 6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" ABDN W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W E E E E E G G G G G E E E E E G G G G G E5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 30' FL-FL57' ROW R20' R20'DEL MAR STREET36.863 7 . 3 6 38.4737.493 5 . 3 5 35.5735.80LOT 1 LOT 2 LOT 9 LOT 8 9' UTILITY EASEMENT 9' UTILITY EASEMENT LAKEWOOD DRIVE 31" DRIVE OVER CURB & GUTTER 3' DRAINAGE EASEMENT (TYP.) 3 7 . 9 637.2338.07(38.71)(38.28)(39.28)1.8%1.2%2.0% 2.0% 3.5%3.5%0.8%2.4%3.9%3.9%4.2%3.8% 65' CROWN TRANSITION 3 6 . 1 036.734.2%3.8% SAWCUT LINE (3.9%) (3.4%) (3.7%)(0.8%)(1.3%)(1.9%)(2.0%)PROPOSED 2' CURB CUT & 2' SIDEWALK CULVERT 3 7 . 8 6 2.0%37.132. 0% 37.36 38.09 UDUDUDE E E E E E E G G G G G G E E E E E E E E E G G G G G G G G G PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT 31" DRIVE OVER CURB & GUTTER R50' R50' R50' LAKEWOOD DRIVE 31.6032.1232.1831.7532.6832.6132.6133.03LOT 3 LOT 4 LOT 5 LOT 7 LOT 6 PROPOSED STORM DRAIN RAINGARDEN A5' SIDEWALK 5' SIDEWALK 8.5' PARKWAY 8.5' PARKWAY 9' UTILITY EASEMENT 9' UTILITY EASEMENT 30' FL-FL 57' ROW 3' DRAINAGE EASEMENT (TYP.)2.2%2.2%1.7%2.1%3.3%1.0%1.2%1.4%1. 2 % 1.2% 0.8% 0.8% 0.8%1.0% 1.0%1.0% 0.4%30.992.9% 3.7 % 3 2 . 3 9 1.0%31.463 0 . 9 632.3631.881.5% 3 1 . 2 4 1.9% PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT 30.96 30.761.0%31.31NORTH 23 INTERSECTION DETAIL DEL MAR STREET & LAKEWOOD DRIVESheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE / / / / / / / / NOTES: 1.SEE SOILS REPORT FOR PAVEMENT AND SUBGRADE PREPARATION, DESIGN AND RECOMMENDATIONS. 2.EXPANSION JOINTS SHALL BE PROVIDED IN ALL SIDEWALKS\TRAILS AT MAXIMUM SPACING OF 50 FEET. 3.SEE ROADWAY PLAN & PROFILE SHEETS FOR ADDITIONAL INFORMATION. LEGEND: EXISTING LIGHT POLE PROPOSED LIGHT POLE EXISTING LOT LINE SAWCUT LINE EASEMENT LINE PROPOSED LOT LINE PROPERTY BOUNDARY PROPOSED STORM INLET PROPOSED RIGHT-OF-WAY PROPOSED CONCRETE CROSSPAN (TYP.) PEDESTRIAN ACCESS RAMPS PROPOSED CENTERLINE PROPOSED CURB & GUTTER PROPOSED STORM MANHOLE PROPOSED EDGE OF ASPHALT EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING RIGHT-OF-WAY 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. Feet02020 20 40 60 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 1 INTERSECTION DETAIL DEL MAR STREET & LAKEWOOD DRIVE DEL MAR STREET & LAKEWOOD DRIVE 2 INTERSECTION DETAIL LAKEWOOD DRIVE CUL-DE-SAC LAKEWOOD DRIVE CUL-DE-SAC SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET24 GRADING DETAILSA B G W LOT GRADING NOTES LEGEND 100 TYPICAL LOT GRADING OVERLOT TEMPLATE "A" LOT OVERLOT GRADING NOTES: OVERLOT TEMPLATE "B" LOT OVERLOT TEMPLATE WALKOUT/GARDEN LEVEL 101 TYPICAL OVERLOT GRADING LOT GRADING RECOMMENDATIONS: 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 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET25 SANITARY SEWER DETAILS200 BEDDING REQUIREMENTS 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 201 STANDARD MANHOLE 202 DROP MANHOLE 203 SERVICE WYE DETAIL 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 REMOVABLE EXPANSION PLUG HAND-COMPACTED GRANULAR BACKFILL 2 FT. MIN. DROP MANHOLE WW-4 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 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET26 WATER DETAILS300 WATER MAIN BEDDING REQUIREMENTS 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 301 302STANDARD CONCRETE THRUST BLOCKS FIRE HYDRANT INSTALLATION 303 TYPICAL WATER SERVICE 304 STANDARD EXTERIOR SETTING FOR 3 4" AND 1" WATER METERS 305 306STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) PLAN VIEW 48" DIA. FLOW 24" DIA.GENERAL NOTES: 1.LOCATION AND ALIGNMENT OF AMR POD ON PIT TOP CAN VARY. 2.SEE DETAIL 16-A FOR ADDITIONAL METER PIT INFORMATION. 3.REFER TO QUICK REFERENCE FOR STANDARD SETTING FOR 1 1/2 ' AND 2' WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING CURB BOX PRECAST CONCRETE MANHOLE MANHOLE RUNGS 12" O.C. AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) 8" x 8" CONCRETE BLOCK (TYP.) METER (PLACED BELOW LID) 1" DIA. IRON PIPE BRACE (TYP) APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS (PLAN VIEW) 5/20/2022 SAA W-16B6"8" LAYER OF 3/4" TO 1 1/2" GRAVEL8"12" (MIN.) CURB BOX 1-1/2" METERS FLOW 2" METERS 17 1/4" FOR 13 1/4" FOR 48" 24"54" (MIN.)66" (MAX.)16" (MAX.)7" (MIN.)3" (MAX.) 1" (MAX.) 2' (MAX.) 3/4" ROCK FOR GRADE ADJUSTMENT (IF REQ'D) 12" (MIN.)(MAX.)CURB STOP GENERAL NOTES: 1.SUPPORT METER SETTERS BY (2) 18 INCH LENGTHS OF 1 INCH IRON PIPE INSERTED THROUGH BRACE PIPE EYELETS AND SET ATOP (4) 8 INCH SQUARE CONCRETE BLOCKS OR APPROVED EQUAL. 2.METER PITS AND VAULTS SHALL NOT BE INSTALLED IN ANY STREET, ALLEY, PARKING AREA OR DRIVEWAY. ANY PIT OR VAULT INSTALLED IN A SIDEWALK DUE TO LIMITED OPTIONS MUST BE PRE-APPROVED IN THE DEVELOPMENT REVIEW PROCESS AND WILL REQUIRE A TRAFFIC RATED METER PIT AND LID. 3.NO LANDSCAPING (TREES, SHRUBS, BOULDERS, ETC.) OR RETAINING WALLS TO BE WITHIN 4 FEET OF METER PIT AND NO TREES WITHIN 6 FEET. 4.THE METER PIT AND AMR POD(S) MUST REMAIN OPEN AND ACCESSIBLE FOR METER READING AND MAINTENANCE. 5.SLOPE GROUND SURROUNDING METER PIT AWAY FROM LID AT 2% GRADE OR GREATER. 6.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER PIT. 7.ALL TEES, COUPLINGS AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER PIT WALL ON OUTLET SIDE. 8.GRADE ACCEPTANCE AFTER METER PIT INSTALLATION REQUIRES THAT THE OWNER ADJUST METER PIT COVER TO 1/2 INCH ABOVE LANDSCAPED FINAL GRADE. 9.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, IT SHALL BE INSTALLED INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUTOFF VALVE. 10.A SEPARATE AMR POD MUST BE INSTALLED FOR EACH METER REGISTER. 11.CONCRETE FOOTERS AND RATED RING/COVER REQUIRED IN TRAFFIC RATED AREAS. 12.REFER TO QUICK REFERENCE FOR INSTALLATION OF THE STANDARD SETTING FOR 1 1/2 " AND 2" WATER METERS (QUICK REFERENCE 16 A&B) ARMOUR-FLEX TUBING AND GROUT KNOCKOUT BEFORE BACKFILLING OR APPROVED EQUAL PRECAST CONCRETE MANHOLE APPROVED JOINT SEALANT (TYP. ALL JOINTS) 1/2" EMT OR PVC CONDUIT THROUGH VAULT OR PIT TOP INTO YOKEBOX MANHOLE RUNGS 12" O.C. COMPRESSION CONNECTION (TYP.)METER SETTER 1" DIA. IRON PIPE BRACE (TYP.) PRE-CAST CONCRETE GRADE RINGS (IF REQUIRED) ALUMINUM MANHOLE RING AND COVER WITH LOCK NUT AMR POD (FORD YOKE BOX PART #YUC-7 WITH FORD YOKE BOX LID PART #YL-TP WITH 1 27/32" DIA. HOLE AND REMOVABLE PLUG) FINISHED GRADE 2% SLOPE TOP OF AMR LID TO BE 1/2" ABOVE FINISHED GRADE INSTALL LID 1/2 IN. ABOVE FINAL LANDSCAPED GRADE MORTAR OR MASTIC 4" X 6" SUPPORT BRICK BY-PASS VALVE SHALL BE ON THE UPSTREAM SIDE IN BETWEEN SETTER APPROVED: DRAWN BY:DETAILS CONSTRUCTION DATE REVISED: DETAILWATER STANDARD SETTING FOR 1-1/2" AND 2" WATER METERS 4/20/2022 SAA W-16AFLOWMETER APPROVED: DRAWN BY:DETAILS CONSTRUCTIONDATE REVISED: DETAILWATER STANDARD EXTERIOR SETTING FOR 3/4" AND 1" WATER METERS 4/20/2022 SAA W-15 GENERAL NOTES: 1.DO NOT INSTALL IN ANY STREET, ALLEY, PARKING AREA, DRIVEWAY, DRAINAGE DITCH OR DETENTION BASIN. 2.NO LANDSCAPING (SHRUBS, BOULDERS, ETC.) OR STRUCTURES TO BE WITHIN 4 FEET OF METER BOX, OR NO TREES WITHIN 6 FEET OF METER BOX. 3.SLOPE GROUND SURROUNDING METER BOX AWAY FROM LID AT 2% GRADE FOR A MIN DISTANCE OF 4 FEET. 4.MAKE NO PLUMBING CONNECTIONS (TEES, COUPLINGS, ETC.) IN METER BOX. 5.ALL TEES AND CONNECTION FITTINGS TO BE A MINIMUM OF 2 FEET FROM METER BOX WALL ON OUTLET SIDE. 6.GRADE ACCEPTANCE AFTER METER BOX INSTALLATION REQUIRES THAT THE OWNER ADJUST METER BOX COVER TO 1/2 INCH ABOVE FINAL GRADE. 7.IF A PRESSURE REDUCING VALVE IS REQUIRED BY PLUMBING CODE, INSTALL VALVE INSIDE THE BUILDING, IMMEDIATELY FOLLOWING THE MAIN SHUT-OFF VALVE. 8.REFER TO QUICK REFERENCE FOR INSTALLATION OF EXTERIOR SETTING FOR 3/4 " AND 1" WATER METERS (QUICK REFERENCE 15) 6 INCH LAYER OF PEA GRAVEL (3/8") UNDER METER BOX LOCK TYPE INLET VALVE PLASTIC INNER LID CAST IRON RECESSED LID WITH WORM LOCK CURB STOP TYPE "K" COPPER PIPING COMPRESSION TYPE CONNECTION METER BOX (NO ALTERATIONS) CURB BOX CAST IRON FROST PROOF METER BOX COVER C.L. OF METER CONNECTION PIPE INLETS NEED TO BE EXPOSED TO ALLOW GEOTHERMAL HEATING OF BOX 4" X 6" SUPPORT BRICK INSTALL LID 1/2" ABOVE FINAL LANDSCAPED GRADE 10" 48" 64" NO FITTINGS FOR 2' MIN 15" RECOMMENDED 14" MIN. ALLOWED 18" MAX. ALLOWED SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET27 WATER DETAILS400 PVC WATER MAIN TRACER WIRE DETAIL CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R 401 VALVE BLOCKING DETAIL 6 6 6 6 6 6 6 6 6 6 66666666666STREET STREETVALVE (TYP.) HYDRANT SECONDARY FIRE HYDRANT (NOTE 4) LOCATOR STATION, TYP. PVC MAIN TRACER WIRE 800' MAXIMUM DISTANCE BETWEEN LOCATOR STATIONS 6 SEE NOTE 6 (TYP.) VALVE (TYP.) WATER MAIN GROUNDING ROD, TYP. (NOTE 5) NOTES: 1.TRACER WIRE TO BE PLACED ALONG TOP CENTERLINE OF MAIN AND SECURED AS NECESSARY TO PREVENT MOVEMENT OF WIRE. 2.TRACER WIRE SHALL BE 2 #12 AWG HIGH-FLEX COPPER CLAD STEEL CONDUCTOR (HF-CCS), INSULATED WITH A 30 MIL, HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HF-CCS CONDUCTOR MUST BE A 21% CONDUCTIVITY FOR LOCATABILITY PURPOSES, RATED BREAK LOAD 282#. HDPE INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. INSULATION COLOR SHALL MEET THE APWA COLOR CODE STANDARD FOR IDENTIFICATION OF BURIED UTILITIES. 3.CONNECTORS SHALL BE COPPERHEAD SNAKEBITE LOCKING CONNECTORS OR PRE-APPROVED EQUAL. THESE CONNECTORS WILL NOT WORK WITH THHN PRODUCTS. 4.IF LOCATOR STATION IS TO BE PLACED AT A FIRE HYDRANT, PLACE IT DIRECTLY IN FRONT OF THE FIRE HYDRANT. SEE DETAIL 25 FOR LOCATOR STATION DETAILS. 5.GROUNDING RODS SHALL BE MAGNESIUM DRIVE IN ANODE WITH HDPE CAP AND 5' OF FACTORY INSTALLED 12 AWG COPPER CLAD STEEL WIRE WITH 30 MIL HIGH DENSITY, HIGH MOLECULAR WEIGHT POLYETHYLENE (HDPE) INSULATION, AND RATED FOR DIRECT BURIAL USE AT 30 VOLTS. HDPE INSULATION SHALL BE RoHS COMPLIANT AND UTILIZE VIRGIN GRADE MATERIAL. GROUNDED RODS TO BE AT ALL DEAD END POINTS OF THE TRACER WIRE. 6.TRACER WIRE FOR PERPENDICULAR MAINS AT STREET INTERSECTIONS ARE NOT TO BE SPLICED TOGETHER. 402C 402A STANDARD SETTINGS FOR 3 IN WATER METER 402B STANDARD SETTINGS FOR 3 IN WATER METER STANDARD SETTINGS FOR 3 IN WATER METER SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET28 DRAINAGE DETAILS2801 STORMWATER BEDDING REQUIREMENTS 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 STANDARD MANHOLE DOUBLE CURB INLET 2' CURB CUT & SIDEWALK CULVERT TYPICAL METAL SIDEWALK CULVERT CONCRETE SIDEWALK CULVERT FOR DETACHED SIDEWALK 2802 2803 2804 2805 2806 AA B B A A SECTION B-B DETAIL 1 SECTION A-A PLAN BB A A SECTION C-C SECTION B-B SECTION A-A DETAIL 1 PLAN A A B C C B NOTE: SECTION B-B SECTION A-A PLAN SECTION C-C CC BB A A DETAIL 1 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET29 DRAINAGE DETAILS2801 CONCRETE TRICKLE PAN 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 CC A A B B SECTION C-C SECTION A-A SECTION B-B WELL SCREEN FLOW CONTROL PLATE PLAN GENERAL NOTES SECTION D-D D D A A ABBREVIATIONS LEGEND 2802 BIORETENTION 2804 WATER QUALITY OUTLET STRUCTURE DETAILS 2803 28 EMERGENCY OVERFLOW WEIR DETAIL TOP OF WALL (B) MIN 8" THICK WALL 2-#4 BAR 2-#4 BAR 3" CLEAR EACH WAY #3 TIES 18" MIN O/C #4 BAR 18" O/C TOP OF WEIR (A) 100-YR ORIFICE PLATE DETAIL (POND 1)2805 100-YR ORIFICE PLATE DETAIL (POND 3)2806 INLET SCHEDULE, BASIN SCHEDULE INLET SCHEDULE Inlet/Basin ID Inlet Size Grate Type BASIN A2 15" Nyloplast™Solid BASIN A3 15" Nyloplast™Solid BASIN A4 15" Nyloplast™Solid BASIN A4-1 24" Nyloplast™ w/Orifice & Weir Solid INLET A4-A3 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-A3-2 30" Nyloplast™Solid Basin A4-A8 18" Nyloplast™solid Basin A4-A10 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-A15 15" Nyloplast™ Inline Drain Standard Basin A4-A14-1 8" Nyloplast™ Inline Drain Standard Basin A4-B1 COFC Area Inlet Per Detail Basin A4-B4 COFC Area Inlet Per Detail Basin A4-B5 COFC Area Inlet Per Detail Basin A4-B6 Nyloplast™ 2'x2' Curb Inlet Per Detail Basin A4-C3-1 8" Nyloplast™ Inline Drain Standard Basin A4-C4-1 8" Nyloplast™ Inline Drain Standard Basin A4-C5-1 8" Nyloplast™ Inline Drain Standard Basin A4-C6-1 8" Nyloplast™ Inline Drain Standard Basin A4-C7 8" Nyloplast™ Inline Drain Standard Basin A4-D2-1 8" Nyloplast™ Inline Drain Standard Basin A4-D2-3 8" Nyloplast™Standard Basin A4-D3-1 8" Nyloplast™ Inline Drain Standard Basin A4-D4-1 8" Nyloplast™ Inline Drain Standard Basin A4-D5-1 8" Nyloplast™ Inline Drain Standard Basin A4-D6 8" Nyloplast™ Inline Drain Standard Basin A4-E1-1 8" Nyloplast™ Inline Drain Standard Basin A4-E2 8" Nyloplast™Standard Basin A4-E3-1 8" Nyloplast™ Inline Drain Standard Basin A4-E4 8" Nyloplast™ Inline Drain Standard Basin A4-F2 12" Nyloplast™Standard Basin A4-F3 8" Nyloplast™Standard Basin A4-F4 8" Nyloplast™Standard Basin A4-F5 8" Nyloplast™Standard Basin A4-F6 8" Nyloplast™ Inline Drain Standard Inlet C2 Double Combination Per Detail Basin D2 24" Nyloplast™ Inline Drain Standard Basin F2 Nyloplast™ 2'x3' Steel Bar Per Detail Basin F4 Nyloplast™ 2'x3' Steel Bar Per Detail Basin G2 8" Nyloplast™Standard Basin G3 8" Nyloplast™ Inline Drain Standard Basin H2-2 12" Nyloplast™ Inline Drain Standard Basin H3 8" Nyloplast™Standard PVC ROOF DRAIN PIPE 45° MAX. GRANULAR MATERIAL CONFORMING TO CDDH #67 ROOF DRAIN WYE 90° BEND COORDINATE LOCATION OF DOWNSPOUTS PRIOR TO INSTALLATION OF TEMPORARY TWIST-OFF CAP BED WITH NATIVE COMPACTED TO 95% STANDARD PROCTOR DENSITY 2808 28 2809 28 4" 4" 2" 4" 2" 6" OUTLET PIPE FRONT VIEWSIDE VIEW CONCRETE COLLAR2807 28 NOTES: 1.CONTRACTOR SHALL INSTALL BIORETENTION BASINS ACCORDING TO THE APPROVED PLANS AND/OR CONSTRUCTION SPECIFICATIONS. 2.PRE-CONSTRUCTION 2.1.CONTRACTOR SHALL AVOID COMPACTION OF THE BIORETENTION BASIN AREA TO PRESERVE EXISTING INFILTRATION RATES. 2.2.CONTRACTOR SHALL CALL FOR CITY INSPECTIONS AT THE INTERVALS STIPULATED IN THE "DURING CONSTRUCTION INSPECTION CHECKLISTS". 3.DURING CONSTRUCTION: 3.1.CONTRACTOR SHALL PROVIDE CONSTRUCTION OBSERVATION DURING CONSTRUCTION OF THE BIORETENTION BASIN TO ENSURE COMPLIANCE WITH THE APPROVED PLANS AND DESIGN SPECIFICATIONS. 3.2.LOOSE MATERIALS SHALL NOT BE STORED ON THE BIORETENTION AREA. 3.3.THE CONTRACTOR SHALL, AT ALL TIMES DURING AND AFTER SYSTEM INSTALLATION, PREVENT SEDIMENT, DEBRIS AND DIRT FROM ANY SOURCE FROM ENTERING THE BIORETENTION SYSTEM. 4.GEOTEXTILE LINERS: 4.1.WHERE USED, GEOTEXTILE LINERS (PERMEABLE OR IMPERMEABLE AS PER PLAN) SHALL BE INSTALLED ALONG PERIMETER OF CROSS-SECTION OF THE BIORETENTION CELL. 4.2.WHERE USED, GEOTEXTILE LINERS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDATIONS. ALL SEAMS AND OPENINGS IN THE LINER SHALL BE SEALED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 4.3.WHERE USED, IMPERMEABLE GEOMEMBRANE SHEET / LINER SHALL BE 40 MIL THICK, HIGH-DENSITY POLYETHYLENE DESIGNED SPECIFICALLY FOR FLEXIBLE GEOMEMBRANE APPLICATIONS. ADJACENT STRIPS OF IMPERMEABLE LINER SHALL OVERLAP A MINIMUM OF 18", OR PER MANUFACTURER'S SPECIFICATION. 4.4.WHERE USED, CONTRACTOR TO PLACE LINER IN A WAY THAT ENSURES ENOUGH SLACK IN THE LINER TO ALLOW FOR BACKFILL AND SETTLING WITHOUT TEARING THE LINER. 5.AGGREGATES AND BSM: 5.1.ALL AGGREGATES SHALL BE ANGULAR, CRUSHED, WASHED ROCK, CLEAN OF DEBRIS AND WITH NO MORE THAN 1% FINES. 5.2.RESERVOIR AGGREGATE SHALL BE GRADATION ASTM #57 OR #67. 5.3.DIAPHRAGM AGGREGATE SHALL BE "PEA GRAVEL", WITH GRADATION ASTM #8, #89 OR #9. 5.4.THE BIORETENTION SOIL SHALL MEET THE CITY BIORETENTION SAND MEDIA ("BSM") SPECIFICATION FOUND AT:https://www.fcgov.com/utilities/business/builders-and-developers/development-forms-guidelines-regulations/ 1 4 MAX 1 2 STANDARD CROSS-SECTION WALLED CROSS-SECTION 6.UNDERDRAIN: 6.1.UNDERDRAIN PIPE TO BE PERFORATED OR SLOTTED. PERFORATIONS OR SLOTS TO BE SMALLER THAN SURROUNDING AGGREGATE TO ENSURE AGGREGATE DOES NOT FALL INTO OR CLOG THE OPENINGS. 6.2.DO NOT WRAP UNDERDRAIN WITH GEOTEXTILE OR SOCK. 6.3.UNDERDRAIN PIPE MUST OUTFALL BY GRAVITY AND MUST TIE INTO A STORMWATER PIPE, INLET OR SYSTEM AND THE LOCATION MUST BE APPROVED BY THE CITY. THE UNDERDRAIN TIE-IN SHALL MEET ALL REQUIRED PIPE SIZE, TYPES, AND COVER REQUIREMENTS THAT MAY APPLY TO PIPING THAT EXTENDS BEYOND THE LIMITS OF THE BIORETENTION CELL AND ENCROACHES INTO PUBLIC RIGHT-OF-WAY OR OTHER PROPERTY. 7.OVERFLOW INLET: 7.1.A 100-YEAR OVERFLOW SPILLWAY OR INLET MUST BE PROVIDED. 7.2.ALL OVERFLOW INLETS SHALL BE CAPPED WITH A DOME-SHAPED GRATE, OR PER PLAN. 7.3.IN ALL CASES, AN EMERGENCY OVERFLOW ROUTE SHALL BE PROVIDED AND THE LOCATION SHALL BE IDENTIFIED ON THE PLANS (THIS MAY BE COINCIDENT WITH THE 100-YEAR OVERFLOW SPILLWAY). 8.CLEANOUTS: 8.1.PROVIDE CLEANOUTS (AS PER PLAN) TO ALLOW INSPECTION (BY CAMERA) OF THE UNDERDRAIN SYSTEM DURING AND AFTER CONSTRUCTION. 8.2.CLEANOUTS SHALL BE PROVIDED AT EACH BEND GREATER THAN OR EQUAL TO 90° AND EVERY 100' ALONG A STRAIGHT RUN. CLEANOUT SHALL BE INSTALLED PER THE APPROVED PLANS. 8.3.CLEANOUTS SHALL BE A SOLID WALL PVC STRUCTURE FOR ALL VERTICAL SECTIONS WITH FITTINGS TO CONNECT TO DISTRIBUTION AND UNDERDRAIN PIPING MATERIALS, AS REQUIRED. 9.FOREBAY: 9.1.THE FOREBAY SHALL BE EASILY ACCESSIBLE WITH A HARD SURFACED BOTTOM FOR MAINTENANCE PURPOSES. 9.2.THE FOREBAY SHOULD NOT EXTEND INTO THE SAND MEDIA TO PREVENT ANY SETTLING OF THE FOREBAY. 10.LANDSCAPE MATERIALS 10.1.CONTRACTOR SHALL NOT PLACE WEED BARRIER ANYWHERE WITHIN THE BIORETENTION BASIN. IF MULCH IS PLACED IN THE BIORETENTION BASIN, IT MUST BE NON-FLOATABLE. 10.2.IF MULCH OR COBBLES ARE PLACED IN THE BIORETENTION BASIN, THE MAXIMUM ALLOWABLE WATER DEPTH OF 12" AND REQUIRED BASIN VOLUME MUST BE MEASURED FROM THE TOP SURFACE OF THE MULCH OR COBBLE. 10.3.ROLLED TURF OR SOD IS NOT AN ALLOWABLE LANDSCAPE MATERIAL FOR BIORETENTION BASINS. LOW WATER CONSUMPTION LANDSCAPE PLANTINGS ARE PREFERRED FOR BIORETENTION BASINS. 10.4.LANDSCAPE PLANTINGS SHALL NOT BE PLACED TO IMPEDE DRAINAGE INTO OR OUT OF THE BIORETENTION BASIN. 10.5.TEMPORARY IRRIGATION MAY BE INSTALLED TO ESTABLISH LANDSCAPING OR SEED IN THE BIORETENTION BASIN. 12" MAX 18" MIN 4" 12" MAX 30" MIN 36" MIN BASIN WIDTH 8" 18" MIN 2" MIN 8" MIN 4" FLAT 6"-12" 8" MIN 2" MIN 30" MIN 8" 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN GEOTEXTILE FABRIC OR LINER (AS PER PLAN) MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE TOP OF THE MULCH PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS OVERFLOW RISER OPTION (AS PER PLAN) 8" MIN DEPTH THICKENED CURB ADJACENT TO VEHICULAR PAVEMENTS 4" MIN DIAMETER PERFORATED PVC UNDERDRAIN OVERFLOW RISER OPTION (AS PER PLAN) PONDING DEPTH MUST NOT EXCEED FLOWLINE ELEVATION OF ADJACENT GUTTER REINFORCED CONCRETE WALLS (AS PER PLAN) 4" MIN DEPTH OF DIAPHRAGM AGGREGATE 8" MIN DEPTH OF RESERVOIR AGGREGATE 18" MIN DEPTH OF BIORETENTION SAND MEDIA MAXIMUM ALLOWABLE PONDING DEPTH IS 12" FROM THE SURFACE OF THE MULCH SIDEWALK CHASE COVER PLATE FOREBAY IS REQUIRED TO BE PLACED AT CONCENTRATED INFLOW LOCATIONS; PER PLANS AND SITE SPECIFIC DETAILS LANDSCAPING TO BE INSTALLED PER APPROVED LANDSCAPING PLAN FLAT AREA - SEE DESIGN PLANS FOR EXTENTS OF BIORETENTION FLAT SURFACES RUNDOWN OR SCOUR PROTECTION NEEDED ON SLOPES NATIVE SOIL ZONE DETAILS CONSTRUCTION DETAILSTORMWATER BIORETENTION D-53 RAIN GARDEN FLAT SURFACE AREA A A SECTION A-A SECTION B-B B B 4:1 SLOPE VARIES TO SIDEWALK CULVERT OR CURB CUT 0.5' PLAN 2' 0.5' 0.5'VARIES 0.5' 2'' NOTCH 0.5' 2' 3' 0.5' GRADE BREAK 0.5% 0.5% 0.5' 4:1 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET30 DRAINAGE DETAILSCALL 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 2907 STORMTECH CHAMBER OUTLET MANHOLE WITH WEIR 2901 AREA INLET WEIR SUMMARY TABLE BASIN ID MH ID MH DIAMETER EVENT WEIR ELEV.HEIGHT 201 STMH A4-A2 5'WQ 5028.52 3.26 ft 202 STMH A4-A6 4'WQ 5028.52 3.41 ft WEIR SUMMARY TABLE2908 CHK'DMM/DD/YYREV.DESCRIPTION BY 4640 TRUEMAN BLVD HILLIARD, OHIO 43026 NOTE: ALL DIMENSIONS ARE ± 1/2 FOOT. DRAWING NUMBER: NTS JLE 8/15/13 1 OF 1 3 REV. DRAWING NAME OR NUMBER TJR 01/28/16 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H RECOMMENDED MINIMUM TRENCH WIDTHS © 2016 ADS, INC MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS** * VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER **SEE BACKFILL REQUIREMENTS IN NOTE 6. NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-1500mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS II BACKFILL. PIPE DIAM.MIN. TRENCH WIDTH 4"21" (100mm)(533mm) 6"23" (150mm)(584mm) 8"26" (200mm)(660mm) 10"28" (250mm)(711mm) 12"30" (300mm)(762mm) 15"34" (375mm)(864mm) 18"39" (450mm)(991mm) 24"48" (600mm)(1219mm) 30"56" (750mm)(1422mm) 36"64" (900mm)(1626mm) 42"72" (1050mm)(1829mm) 48"80" (1200mm)(2032mm) 60"96" (1500mm)(2438mm) SURFACE LIVE LOADING CONDITION PIPE DIAM.H-25 HEAVY CONSTRUCTION (75T AXLE LAOD) * 12" - 48"12" 48" (300mm - 1200mm)(305mm)(1219mm) 60"24" 60" (1500mm)(610mm)(1524mm) FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION SPRINGLINE MIN. TRENCH WIDTH (SEE TABLE) MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, LOAD RESISTANCE FACTOR DESIGN (LRFD) PROCEDURE WITH THE FOLLOWING ASSUMPTIONS: NO HYDROSTATIC PRESSURE, UNIT WEIGHT OF SOIL (Ys) = 120 PCF PIPE DIAM. CLASS I CLASS II COMPACTED DUMPED 95%90% 4"34 16 23 16 (100mm)(10.4m)(4.9m)(7.0m)(4.9m) 6"40 19 27 19 (150mm)(12.2m)(5.8m)(8.2m)(5.8m) 8"30 14 21 14 (200mm)(9.1m)(4.3m)(6.4m)(4.3m) 10"34 16 23 16 (250mm)(10.4m)(4.9m)(7.0m)(4.9m) 12"35 17 24 17 (300mm)(10.7m)(5.2m)(7.3m)(5.2m) 15"37 18 25 18 (375mm)(11.3m)(5.5m)(7.6m)(5.5m) 18"32 15 22 15 (450mm)(9.8m)(4.6m)(6.7m)(4.6m) 24"27 13 19 13 (600mm)(8.2m)(4.0m)(5.8m)(4.0m) 30"22 11 16 11 (750mm)(6.7m)(3.4m)(4.9m)(3.4m) 36"26 12 18 12 (900mm)(7.9m)(3.7m)(5.5m)(3.7m) 42"24 11 17 11 (1050mm)(7.3m)(3.4m)(5.2m)(3.4m) 48"23 11 16 11 (1200mm)(7.0m)(3.4m)(4.9m)(3.4m) 60"26 12 18 12 (1500mm)(7.9m)(3.7m)(5.5m)(3.7m) REV E7001-110-111DWG 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" 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. REV D7001-110-298DWG 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 SOLID COVER QUICK SPEC INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 09-14-07DATE EBCDRAWN BY 03-11-16 NMH (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS 8" - 30" 8" MIN THICKNESS GUIDELINE (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24", 10" MIN. ON 30" BASED ON MANUFACTURING REQ.) 4" MIN ON 8" - 24" 6" MIN ON 30" 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. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) NYLOPLAST DRAIN BASIN WITH SOLID COVER (6, 7) 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. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (1, 2) INTEGRATED DUCTILE IRON FRAME & COVER 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 1 - 8" - 30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" SOLID COVERS FIT DIRECTLY ONTO 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" - 24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. 6 - 12" - 30" SOLID COVERS SHALL MEET H-20 LOAD RATING. 7 - 8" & 10" SOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 18" MIN WIDTH GUIDELINE 100-YR ORIFICE / WEIR STRUCTURE STORMTECH WEIR TABLE REV B7004-110-007DWG NO.1 OF 1SHEET1:16SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN WITH OUTLET WEIR FOR STORMTECH TITLE PROJECT NO./NAME MATERIAL DATE APPD BY 10-28-03DATE 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. 10-28-03 CJA 4" - 24" INLET PIPE 3 OUTLET WEIR 18" - 30" DRAIN BASIN BODY 18" - 30" FRAME & SOLID COVER 1 2 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD 12" - 24" OUTLET PIPE INLET PIPE 3 1 - INVERT ELEVATIONS & LOCATIONS TO BE DETERMINED BY ENGINEER 2 - HEIGHT OF WEIR TO BE DETERMINED BY ENGINEER 3 - WEIR CUSTOM MANUFACTURED WITH STAINLESS STEEL TO MEET OUTLET PIPE OPEN AREA -SEE ORIFICE / WEIR TABLE FOR SPECIFICATIONS. DETAIL HAS BEEN MODIFIED BY NORTHERN ENGINEERING. DETAIL IS INTENDED FOR ILLUSTRATIVE PURPOSES ONLY, BASIN DIMENSIONS TO BE PER PLAN. SIDE SECTION VIEW TOP VIEW W/ FRAME & COVER REMOVED WEIR SUMMARY TABLE WATER QUALITY STRUCTURE ID TYPE PIPE INVERT WEIR HEIGHT (FROM INVERT) 100-YR ORIFICE DIAMETER 100-YR ORIFICE INVERT WQ WEIR BASIN A4-A1 24" BASIN 5025.09 3.85'6"5025.09 2902 DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION 2903 DRAIN BASIN WITH SOLID COVER QUICK SPEC INSTALLATION DETAIL 2904 ADS TRENCH INSTALLATION 2906 2905 6" - 24" OUTLET PIPE TO HEADER / MANIFOLD SUBDRAIN CLEANOUT2909 29 TYPICAL RAIN GARDEN FOREBAY2910 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET31 DRAINAGE DETAILSCALL 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 ADS STORMTECH DETAIL3101 ADS STORMTECH DETAIL3102 ADS STORMTECH DETAIL3103 E C B E E C D PLAN CONCRETE END SECTIONS3104 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET32 DRAINAGE DETAILSCALL 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 ADS STORMTECH DETAIL3201 ADS STORMTECH DETAIL3202 ADS STORMTECH DETAIL3203 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET33 SITE DETAILSCALL 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 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. MINIMUM CONCRETE THICKNESS IS 6 INCHES. 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. A 6 INCH WIDE CURB MAY BE POURED AT THE BACK OF THE RAMP AS SHOWN IF REQUIRED. IF CURB IS USED IT SHALL MATCH THE CURB AND GUTTER STYLE OF ADJACENT CURB AND GUTTER. 6. 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. 7. THE RAMP LANDING MAY BE POURED MONOLITHIC WITH THE ADJACENT TRANSITIONS PROVIDED THAT AN APPROVED "SHAKE-ON" PIGMENT BE USED TO COLOR THE LANDING AREA. 8. T= THICKNESS (AS SPECIFIED ON PLANS OR LOCAL ENTITY ENGINEER). STANDARD GRAY CONCRETE RAMP WITH PARTIALLY COLORED CONCRETE SECTION A-A LIP OF GUTTER PLAN VIEW FLOWLINE CURB A A 0.5' TYP. N.T.S. 6" 1:12 SLOPE M A X . CURB 0.5' 4' MIN. N.T.S. FLARE OPTION CURB OPTION 6" CURB 0" CURB 1' R 2' NOTES: t=6" or as specified 1"/ft. Max 1"/ft.Max1.5' TRANSITION 1.5' TRANSITION Flared Option 2' FL 1:25 slope (max.) Truncated Dome Warning Detection Truncated Dome Warning Detection 402 TRUNCATED DOMES 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 701 PEDESTRIAN RAMP FCurbFlareVaries Curb2'-0"FlareRampconcrete rampsPanels embedded in theApronGutterorCurb and GutterFlow line1:20 Slope1:12 MAX SlopeSection A-ANTSVariesVariesCurbCurbFlareRamp2'-0"Varies PanelsPanels6"AALCPedestrian flowAligned withRampWidth:4.5'5.0'6.0'7.0'8.0'Note:Truncated dome panels areavailable in 2'x2' squaresand2'x2.5' rectangles. Combinethe widths to fit the ramp.Panels may be cut to nolessthan a 2'x1.5' size.Panel WidthCombinations:2'+2.5'2.5'+2.5'2'+2'+2'2.5'+2'+2.5'2'+2'+2'+2'Note: 1. Truncated dome warning panel: Install panels along with the concrete pour for the ramp. The panel material shall be "Cast In Tact Warning Panels" or an equivalent material that must be first approved by the City Engineer prior to installation. The panel color shall be red, no other color is approved. Specifications for the panel and installation instructions will be provided upon request. 2. This drawing shows vertical curb. For Drive Over Curb the warning detection location shall be placed in the same position 6" back from the Face of Curb or .Case 1-Directional RampsCase 2-Non-Directional RampsVaries PanelsRampPanelsFlare2'-0"CurbCase 3-Mid-Block Ramps6"PanelsPanelsApronGutterorFlare6"Flare(Center line of ramp)-Center line of rampCLBOCBOCBOCFOCLorFLFOCBOCLF-Back of Curb-Face of Curb-Flow line2' FORT COLLINS ONLY STANDARD SIDEWALK700 CURB AND GUTTER / SIDEWALK7057 3/8" (L)1 3/8"17"6"3 3/8"14"FLR 16"R 16"DRIVE-OVER CURB, GUTTER AND DETACHED SIDEWALK31"See Drawing 160110 3/4"(L)R 16"DRIVE-OVER CURB, GUTTER AND ATTACHED SIDEWALK 18"18"3 3/8"1 3/8"6"R 16"FL14"6"17"1 1/2"5' (L)8 5/8" (F.C.)7 1/4" F.C.12" (F.C.)Slope to curb 1/4"/Ft.1' min. (F.C.)48:1 min.4:1 max.ExcavationFill1' min.2' min.1/4"/Ft.CURB & GUTTER IN A CUT OR FILL6"3'-9" (F.C.)For Thickness2' min. (L)Max. Sign Panel 1. Attach the sign panels tightly to the post and use oversized washers to keep the sign from breaking loose from the post when hit by a vehicle. 2. Sign panels should be mounted a minimum of 7 feet above the pavement or ground. Cross section of post 3" - 6" ABOVE GRADE 2 1/4" Anchor 3. Signs larger than 36 inches in length or width require wind bracing and special post design. NOTES: 4. Anchor Stub and post are square steel tube (perforated). Anchor/Stub Post Size CRITERIA FOR SINGLE POST 36" x 36"2.25" x 2.25" x 3'-0"2" x 2" x 12'-0" 5. All "No Parking" signs shall be installed at 45° from Flow Line. ** 2" x 2" x 10' OR 12' 12 GAUGE TELESPAR POST (22F12A31)7'-0" MIN. CLEARANCE2' - 3' FROM F Street Curb See Figure 16-1 SW SAMPLEAVE 2400 R1-1 "STOP" SIGN 30" HIGH DENSITY/DIAMOND GRADE. SIGN MOUNTED TO POST WITH 1 EACH DRIVE RIVET WITH NYLON WASHER AGAINST SIGN FACE (ON TOP OF THE SIGN). THE BOTTOM OF THE SIGN SHALL BE MOUNTED WITH 1 EACH 5/16"x2-1/2" HEW BOLT WITH METAL AND FROM NYLON WASHERS (NYLON WASHER AGAINST SIGN FACE) AND SECURED WITH 1 EACH 5/16" HEX NUT ON THE BACK SIDE OF POST.L 2-1/4" x 2-1/4" x 3' ANCHOR/STUB 2 EACH 8" BLADES MOUNTED TO POST WITH 4 EACH DRIVE RIVETS WITH NYLON WASHERS *12 Gauge 30"8"8"706 SIGN POST 703 STREET NAME SIGNAGESWSAMPLEAVENOTES:1. Street name must be 6" (min.) capital white letters, FHWA Series "B".2. Prefix must be 2" letters, FHWA Series "B" and placed on the upper left.3. Suffix must be 2" (min.) letters and block number must be 2" (min.) numbers, FHWA Series "B".4. Overall sign length dimension varies according to length of street name.5. All sign lettering and green background material must be at least Diamond Grade sheeting per FHWA; No silk screened signs will be permitted.6. Street numbers shall always point to higher block number.7. Aluminum sign blank shall be 0.10 thickness with 3/4" radius corners.8. Loveland only, signalized intersection signs shall be 18" (min.) in height.9. All street name signs shall be retroreflective.2400Length Varies by Street Name8"1/2"2-1/4"1/2"2-3/4"1/2"2-1/2" Hwy B Series1" min.2" max.6" Hwy B Series2-1/2" Hwy B Series,Centered on Logo3-3/4"2-3/4"1" min.2" max.1/2"1/2"1/2"704 STANDARD SIDEWALK Sidewalk Driveway LIP F.L. T.C. DRIVEWAY SIDEWALK SECTION A-A NOTE: 1. Sidewalk grade shall remain consistent across driveway 3. This detail applies to Residential & Commercial driveways. 6" 6" Residential Detached Sidewalk Attached Sidewalk 1/2" Expansion Joint Material 1/2" Expansion Joint Material A A 2. For driveway design requirements, see CONST. DWG. 706 & 707. ATTACHEDDETACHED 3'-0"6'-0" All Sidewalk Thickness Shall Be 6" minimum. Min. SIDEWALK 8" Commercial SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET34 SITE DETAILSCALL 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 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 MaterialsPavementThicknessVaries Varies1" (min.)(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. 800 FIRE ACCESS ROAD SIGNS NOTES: 1. THE SIGN PLATE SHALL BE A MINIMUM OF 12"X18" WITH A THICKNESS OF .080 ALUMINUM CONSTRUCTION. 2. THE SIGN FACE SHALL HAVE A WHITE REFLECTIVE BACKGROUND WITH A RED LEGEND. USE THE STANDARD 3M SCOTCHLITE SIGN FACE NUMBER R7-32 OR EQUIVALENT, WITH RED LETTERING AS SHOWN ABOVE. 3. ARROWS MAY BE NEEDED (LEFT, RIGHT OR DOUBLE), TO DESIGNATE BEGIN AND END OF NO PARKING AREA. FIRE LANE NO PARKING STANDARD FIRE LANE SIGN DETAIL UNIVERSAL FIRE LANE SIGN DETAIL 18" 2" 1 1/2" 12"12" FIRE LANE COLOR SCHEDULE BACKGROUND "P" RED WHITE BLACK LEGEND, CIRCLE DIAGONAL, BORDER, "ARROW", "FIRE LANE" (FORT COLLINS ONLY) 75' 75' 15' 15' 12"-18" (TYP.) STANDARD DETAIL 1 (WITHOUT STENCIL) 100' 15' 15' 12"-18" (TYP.) STANDARD DETAIL 1 (WITH STENCIL)FIRE LANE NO PARKINGSTENCIL SHALL BE CENTERED BETWEEN SIGNS ON CURB FACE 15' DETAIL 3 (65' OR LESS) 15' 65' STENCIL SHALL START 15' IN SIGN SHALL BE CENTERED 12"-18" (TYP.)FIRE LANE NO PARKINGFIRE LANE NO PARKINGMUST BE PRE-APPROVED ACCESS OFFICER MUST PRE-APPROVE THIS APPLICATION 2 APPROVED FIRE LANE SIGNS-BACK TO BACK 35'carport parkingNOTE: APPROVED FIRE LANE SIGNS SHALL BE INSTALLED 12" TO 18" FROM BACK OF CURB OR BACK OF SIDEWALK. SIGN MUST FACE THE ONCOMING TRAFFIC. STENCILS SHALL BE IN WHITE LETTERING (3" HT. 1/2" STROKE) ON RED PAINTED CURB. STENCIL SHALL READ "FIRE LANE NO PARKING" 1. 2. 3. 4. 801 FIRE LANE SIGN INSTALLATION 802 TRENCH DETAIL / / / / / / / /FDCUD UD UD UD UDUDGASG GGGNYLOP LA S T DO NOT PO L L UT E DRAINS T O WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLO PL AS T DO NOT P O LL U T E DRAINS T O WATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT P O L L U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N G G G G G G G G G G G G G X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWWWWWWF.O. F.O. D D 8" ABDN SS 8" ABDN SS SSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D 6" W 6" W LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. OWNER: RINCON TRUST 1208 WESTWARD DR. OWNER: STOBBELAAR SAMUAL D. 1204 WESTWARD DR. OWNER: WILSON JEFFREY S. 1200 WESTWARD DR. OWNER: SUTHERLAND RICHARD CLAY TTEE TEST TRUST 1188 WESTWARD DR. OWNER: CHABAD-LUBAVITCH OF NORTHERN COLORADO INC. 1201 S. SHIELDS ST.COLORADO STATEUNIVERSITYSOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE SFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 35 INITIAL EROSION CONTROL PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA OUTFALL PROTECTION EROSION CONTROL FABRIC LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.TOTAL DISTURBED AREA = 6.07 ACRES 3.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY AS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR FISCHER PROPERTIES BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 7.HYDROMULCH ALL SLOPES 6:1 OR GREATER WHERE STORMWATER RUN-ON IS ANTICIPATED OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR. 8.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. WATTLE PROTECTION SW STABILIZED STAGING AREA SSA NATIVE SEED IRRIGATED TURF RAIN GARDEN SEED MIX WOOD MULCH ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: FISCHER PROPERTIES CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days 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 THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.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. 15.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. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR ADDITIONAL INFORMATION. EROSION CONTROL NOTES: CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 6.07 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 5.71 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.36 ACRES TOTAL STORAGE/STAGING AREA 0.27 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~70%DENSITY EXISTING SOIL TYPE B-C CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) >10 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS -5500 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A 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 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. / / / / / / / /FDCUD UD UD UD UDUDGASG GGGNYLOP LA S T DO NOT PO L L UT E DRAINS T O WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLO PL AS T DO NOT P O LL U T E DRAINS T O WATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT P O L L U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N G G G G G G G G G G G G G X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWWWWWWF.O. F.O. D D 8" ABDN SS 8" ABDN SS SSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D 6" W 6" W LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. OWNER: RINCON TRUST 1208 WESTWARD DR. OWNER: STOBBELAAR SAMUAL D. 1204 WESTWARD DR. OWNER: WILSON JEFFREY S. 1200 WESTWARD DR. OWNER: SUTHERLAND RICHARD CLAY TTEE TEST TRUST 1188 WESTWARD DR. OWNER: CHABAD-LUBAVITCH OF NORTHERN COLORADO INC. 1201 S. SHIELDS ST.COLORADO STATEUNIVERSITYSOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE SFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFCWA SWSWSWSW SWSWSWSW SWSWSWS W SWSWSW SW SW SWSWSWSWSWSWSWSWSW SW 5:14:16:1 LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 36 INTERIM EROSION CONTROL PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA OUTFALL PROTECTION EROSION CONTROL FABRIC LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.TOTAL DISTURBED AREA = 6.07 ACRES 3.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY AS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR FISCHER PROPERTIES BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 7.HYDROMULCH ALL SLOPES 6:1 OR GREATER WHERE STORMWATER RUN-ON IS ANTICIPATED OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR. 8.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. WATTLE PROTECTION SW STABILIZED STAGING AREA SSA NATIVE SEED IRRIGATED TURF RAIN GARDEN SEED MIX WOOD MULCH ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: FISCHER PROPERTIES CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days 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 THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.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. 15.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. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR ADDITIONAL INFORMATION. EROSION CONTROL NOTES: 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 NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 6.07 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 5.71 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.36 ACRES TOTAL STORAGE/STAGING AREA 0.27 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~70%DENSITY EXISTING SOIL TYPE B-C CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) >10 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS -5500 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A / / / / / / / /FDCUD UD UD UD UDUDGASG GGGNYLOP LA S T DO NOT PO L L UT E DRAINS T O WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAS T D U C T I LE I R ON NYLO PL AS T DO NOT P O LL U T E DRAINS T O WATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT P O L L U T E DRAINS TOWATERWA Y S DO NOT POLL U T E D R A I N S T O W A T E R W A Y S NYLOPLAST D U C T I L E I R O N G G G G G G G G G G G G G X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W W W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SSWWWWWWF.O. F.O. D D 8" ABDN SS 8" ABDN SS SSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D 6" W 6" W LOT 3 LOT 7 LOT 4 LOT 1 LOT 2 LOT 6 LOT 9 LOT 8 LOT 5 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. OWNER: RINCON TRUST 1208 WESTWARD DR. OWNER: STOBBELAAR SAMUAL D. 1204 WESTWARD DR. OWNER: WILSON JEFFREY S. 1200 WESTWARD DR. OWNER: SUTHERLAND RICHARD CLAY TTEE TEST TRUST 1188 WESTWARD DR. OWNER: CHABAD-LUBAVITCH OF NORTHERN COLORADO INC. 1201 S. SHIELDS ST.COLORADO STATEUNIVERSITYSOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE SWSWSWSW SWSWSWSW SWSWSWS W SWSWSW SW SW SWSWSWSWSWSWSWSWSW SW LODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LODLOD LOD LOD LODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD5:16:1 4:1MU MU MU MU4: 1 10 : 1 4:16:1 NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 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 37 FINAL EROSION CONTROL PLAN SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETKEYMAP SOUTH SHIELDS STREETSPRINGFIELD DRIVE WESTWARD DRIVE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED SWALE EXISTING CONTOUR PROPOSED CURB & GUTTER PROPERTY BOUNDARY SILT FENCE ROCK SOCK RIPRAP GENERAL NOTES: WATTLE DIKE CONCRETE WASH AREA OUTFALL PROTECTION EROSION CONTROL FABRIC LEGEND: INLET PROTECTION VEHICLE TRACKING CONTROL PAD SF 1.CONTRACTOR SHALL IMMEDIATELY STABILIZE ALL DISTURBED SLOPES BY CRIMP MULCHING OR SIMILAR METHODS. CONTRACTOR TO USE CDOT STRAW MULCH SPECS UNLESS OTHERWISE DIRECTED. 2.TOTAL DISTURBED AREA = 6.07 ACRES 3.SWMP ADMINISTRATOR: Contact ________________________________ Company ________________________________ Address ________________________________ Phone ________________________________ 4.REMOVE SEDIMENT THAT IS TRACKED ONTO THE PUBLIC RIGHT OF WAY DAILY OR MORE FREQUENTLY AS NEEDED. EXCESS SEDIMENT IN THE ROADWAY INDICATES THAT THE STABILIZED CONSTRUCTION ENTRANCE NEEDS MAINTENANCE. 5.CONTRACTOR TO PROVIDE VEHICLE TRACKING CONTROL FOR CONCRETE WASHOUT AREA IF ACCESS IS OFF PAVEMENT. 6.REFER TO THE "STORM WATER MANAGEMENT PLAN & EROSION CONTROL REPORT FOR FISCHER PROPERTIES BY NORTHERN ENGINEERING, FOR ADDITIONAL INFORMATION. *WILL BE PROVIDED WITH FINAL PLANS* 7.HYDROMULCH ALL SLOPES 6:1 OR GREATER WHERE STORMWATER RUN-ON IS ANTICIPATED OR SLOPE AREA IS LONGER THAN 50'. INSTALL ECF WHERE HYDROMULCH DOES NOT CONTROL EROSION TO THE SATISFACTION OF THE INSPECTOR. 8.FINAL STABILIZATION WILL BE COMPLETED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS. WATTLE PROTECTION SW STABILIZED STAGING AREA SSA NATIVE SEED IRRIGATED TURF RAIN GARDEN SEED MIX WOOD MULCH ROCK MULCH TABLE OF CONSTRUCTION SEQUENCE AND BMP APPLICATION Project: FISCHER PROPERTIES CONSTRUCTION PHASE MOBILIZATION DEMOLITION GRADING BEST MANAGEMENT PRACTICES (BMPS) STRUCTURAL "INSTALLATION" Silt Fence Barriers * Flow Barriers (Wattles) * Inlet Filter Bags * Vegetative Temporary Seeding Planting Mulching / Sealant Permanent Seeding Planting Sod Installation Rolled Products : Netting / Blankets / Mats Contour Furrows (Ripping / Disking) Rock Bags * UTILITIES INSTALLATION FLAT WORK INSTALLATION VERTICAL INSTALLATION LANDSCAPE DEMOBILIZATION Vehicle Tracking Pad * * All Temporary BMPs to be Removed once Construction is Complete Any prior inlets that could use protecting Any prior inlets that could use protecting Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Anytime the site will sit dormant longer than 30 Days Riprap NOTE: ALL BMP'S SHOWN ON THIS PLAN ARE GRAPHIC REPRESENTATIONS ONLY. FINAL DETERMINATION OF SIZE AND LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND DOCUMENTED ON THE DYNAMIC SITE PLAN. 1.IT SHOULD BE NOTED THAT ANY EROSION CONTROL PLAN SERVES ONLY AS A GUIDELINE TO THE CONTRACTOR. STAGING AND/OR PHASING OF BEST MANAGEMENT PRACTICES (BMPs) IS EXPECTED. ADDITIONAL AND/OR DIFFERENT BMPs FROM THOSE ORIGINALLY DEPICTED MAY BE NECESSARY DURING CONSTRUCTION DUE TO CHANGING SITE CONDITIONS OR AS REQUIRED BY LOCAL AUTHORITIES. 2.THIS EROSION CONTROL PLAN IS SCHEMATIC IN NATURE. AS SUCH, GRAPHICAL SYMBOLS MAY NOT BE TO SCALE, NOR ARE THEY NECESSARILY SHOWN IN THEIR EXACT LOCATION. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING (CITY, STATE DISCHARGE PERMIT, ETC.) AND COMPLIANCE WITH GOVERNING AUTHORITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR (OR PERMIT HOLDER) TO ENSURE EROSION CONTROL MEASURES ARE PROPERLY MAINTAINED AND FOLLOWED. 4.CONTRACTOR SHALL IMPLEMENT THE APPROPRIATE EROSION CONTROL MEASURES ACCORDING THE THE CONSTRUCTION SEQUENCING AND LEVEL OF SITE STABILIZATION. 5.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR ALL STORM DRAINS, SWALES, PONDS AND RAIN GARDENS UNTIL SITE IS FULLY STABILIZED. 6.CONTRACTOR SHALL IMPLEMENT APPROPRIATE INLET PROTECTION FOR DOWNSPOUT CONNECTIONS, TO THE STORM DRAIN SYSTEM, UNTIL CONNECTION IS ESTABLISHED WITH DOWNSPOUT. 7.INLET PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN WATTLES FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 8.CONTRACTOR IS RESPONSIBLE FOR STABILIZING ALL SLOPES, PARTICULARLY THOSE STEEPER THAN 6:1. CRIMP MULCHING, HYDRO MULCHING, EROSION MATS, TEMPORARY IRRIGATION, AND ADDITIONAL WATTLES OR SILT FENCING MAY BE NECESSARY TO ESTABLISH VEGETATIVE COVER AND STABILIZE THE SLOPE. 9.ADDITIONAL WATTLES, SILT FENCE, OR OTHER MEASURES, MAY BE NECESSARY TO INSURE THAT EACH BUILDING PAD IS STABILIZED THROUGHOUT CONSTRUCTION. AT NO TIME SHALL SEDIMENT BE ALLOWED TO CROSS THE PUBLIC SIDEWALKS. 10.CONTRACTOR SHALL IMPLEMENT APPROPRIATE PERIMETER PROTECTION FOR AREAS DIRECTING DRAINAGE OFFSITE. PERIMETER PROTECTION SHALL BE ADAPTED, AS NECESSARY, TO THE SURROUNDING SURFACE TYPE AND CONDITION (i.e., STAKE-DRIVEN SEDIMENT CONTROL LOGS OR SILT FENCE FOR BARE SOIL, SAND BAGS OR GRAVEL SOCKS FOR PAVEMENT, ETC.) 11.FUELING FACILITIES SHALL BE LOCATED AT LEAST ONE HUNDRED (100) FEET FROM NATURAL BODY OF WATER, WETLAND, NATURAL DRAINAGE WAY OR MANMADE DRAINAGE WAY. THE FUEL TANKS AND FUELING AREA MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW A FUEL SPILL TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. 12.CONSTRUCTION WASTE STORAGE (DUMPSTERS) AND PORTABLE SANITATION UNITS (CONSTRUCTION TOILETS) SHALL BE LOCATED AT LEAST FIFTY (50) FEET FROM ANY STORMWATER INLET, WETLAND, OR DRAINAGE WAY. SAID FACILITIES MUST BE SET IN A CONTAINMENT AREA THAT WILL NOT ALLOW POLLUTANTS TO DIRECTLY FLOW, SEEP, RUN OFF, OR BE WASHED INTO A BODY OF WATER, WETLAND OR DRAINAGE WAY. DUMPSTERS SHALL BE LOCATED ON FLAT, STABLE GROUND, AND CONSTRUCTION TOILETS SHALL BE STAKED DOWN. 14.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. 15.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. 16.CONTRACTOR SHALL EXERCISE CAUTION TO PROTECT LOW-IMPACT DEVELOPMENT FACILITIES FROM SEDIMENTATION. THIS INCLUDES EDUCATING SUBCONTRACTORS ON-SITE. 17.SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION ON PLANTING, REVEGETATION, HARDSCAPE AND OTHER PERMANENT SITE STABILIZATION METHODS. 18.DIRT AND DEBRIS FROM CONSTRUCTION ACTIVITIES TRACKED ON CITY STREETS SHALL BE KEPT TO A MINIMUM AND CLEANED NIGHTLY OR AT THE SUGGESTION OF THE CITY'S EROSION CONTROL INSPECTOR. 19.CONTRACTOR SHALL KEEP CONSTRUCTION VEHICLES ENTERING AND EXITING SITE TO A MINIMUM. 20.SEE SHEET C0.02 FOR CITY OF FORT COLLINS EROSION CONTROL NOTES FOR ADDITIONAL INFORMATION. EROSION CONTROL NOTES: CALCULATIONS CHART TOTAL DISTURBED PROJECT AREA 6.07 ACRES TOTAL "ONSITE" AREA OF DISTURBANCE 5.71 ACRES TOTAL "OFFSITE" AREA OF DISTURBANCE 0.36 ACRES TOTAL STORAGE/STAGING AREA 0.27 ACRES TOTAL HAUL ROADS AREA N/A CONSTRUCTION VEHICLE TRAFFIC AREA N/A EST. PERCENT OF PROJECT AREA EXPOSED 100% EST. PERCENT VEGETATIVE COVER ~70%DENSITY EXISTING SOIL TYPE B-C CLAY LOAM APPROX. GROUNDWATER DEPTH. (BASED ON SUBSURFACE EXPLORATION REPORT BY EEC, INC., DATED SEPTEMBER 23, 2015) >10 FEET NUMBER OF PHASES W/ PROJECT N/A TOTAL VOLUME OF IMPORTED (+) / EXPORTED (-) MATERIALS -5500 CUBIC YARDS TOTAL AREA OF STOCKPILING OF FILL OR BORROW AREAS OFF SITE N/A SQ. FEET STEEPEST SLOPE 4:1 H:V DISTANCE FROM A RIPARIAN AREA OR SENSITIVE AREA N/A 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 38 EROSION CONTROL DETAILS SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET3801 CONCRETE WASHOUT AREA CWA ROCK SOCK ROCK SOCK SECTION ROCK SOCK PLAN ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING SQUARE MESH SIEVES NO. 4 2"100 1-1/2"90-100 1"20-55 3/4"0-15 3/8"0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER AASHTO M43. ALL ROCK SHALL BE FRACTURED FACE, ALL SIDES RS VEHICLE TRACKING PAD VTC SILT FENCE 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 SFSF SWALE WATTLE DIKE WD CURB INLET PROTECTION IP AA PLAN VIEW SECTION A-A 2:1 OP WQCV OUTFALL PROTECTION 3802 3803 3804 3805 3806 3807 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 39 EROSION CONTROL DETAILS SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET3901 INDIVIDUAL LOT PROTECTION NOT TO SCALE CONSTRUCTION STANDARD NORTHERN ENGINEERING EROSION CONTROL FOR CONSTRUCTION ON INDIVIDUAL RESIDENTIAL LOTS RP NOT TO SCALE PLANTED RIPRAP INSTALLATION RIPRAP DETAIL AT PIPE OUTLET AREAS OF STREAMS AND DRAINAGE CHANNELS - DETAIL A IN DIVERSION DITCH OR SMALL DITCH DRAINAGE WAY - DETAIL B OUTSIDE OF STREAMS AND DRAINAGE CHANNELS - DETAIL C ANCHOR DETAILS PERIMETER ANCHOR TRENCH JOINT ANCHOR TRENCH INTERMEDIATE ANCHOR TRENCH OVERLAPPING JOINT WOOD STAKE DETAIL MINIMUM THICKNESS 1" USE 2x4 MATERIAL FOR STAKES JOINT ANCHOR TRENCH, TYP. PERIMETER ANCHOR TRENCH, TYP. TOP OF CHANNEL BANK TYPE OF BLANKET AS INDICATED IN PLAN VIEW, IN ALL DISTURBED AREAS OF STREAMS AND DRAINAGE CHANNELS TO DEPTH "D" ABOVE CHANNEL INVERT. BLANKET SHALL GENERALLY BE ORIENTED PARALLEL TO FLOW DIRECTION. STAKING PATTERN SHALL MATCH BLANKET TYPE. UNDISTURBED SOIL TYPE OF BLANKET, INDICATED IN PLAN VIEW PER MANUFACTURER SPEC. OR TYPE 2 OR 3 STAKING (MATCH SPECIFIED BLANKET TYPE) SEE THE STAKING PATTERNS DETAIL ON NEXT SHEET PERIMETER ANCHOR TRENCH, TYP. JOINT ANCHOR TRENCH, TYP. COMPACTED SUBGRADE 1 >3 THE BLANKET SHALL BE EXTENDED TO THE TOP OF CHANNEL "D" 6"TOPSOIL"M" OVERLAPPING JOINT, SEE DETAIL ON THIS SHEET STAGGER OVERLAPS PERIMETER ANCHOR TRENCH SEE DETAIL ON THIS SHEET PER MANUFACTURER SPEC. OR TYPE 1 STAKING SEE THE STAKING PATTERN DETAIL ON NEXT SHEET BLANKET SHALL BE 100% STRAW MIN. DIVERSION DITCH TYPICALLY AT TOP OF SLOPE 6"TOPSOIL6" MIN. (TYP.) 3" MIN. (TYP.) SINGLE EDGE EROSION CONTROL BLANKET (TYP.) COMPACTED BACKFILL (TYP.) STAKE (TYP.) TWO EDGES OF TWO ADJACENT ROLLS LOOP FROM MIDDLE OF ROLL FLOW 6" 3" MIN. 12"MIN. STAKING PATTERNS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION. IF NO MANUFACTURER'S SPECIFICATION IS AVAILABLE USE THE ACCEPTABLE STAKING PATTERN (AS SHOWN ABOVE) PERIMETER ANCHOR TRENCH OR JOINT ANCHOR TRENCH, TYP. STRAW-COCONUT COCONUT OR EXCELSIOR STRAW ROLL WIDTH "W" (TYP.)6'3'1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W" 1/2 "W"4'3'2'ECB EROSION CONTROL BLANKET TYPE TYPE STRAW* STRAW-COCONUT EXCELSIOR COCONUT CONTENT - 30% MIN. - STRAW CONTENT 100% - NETTING MIN. DOUBLE/NATURAL 100% - - EXCELSIOR CONTENT COCONUT --100% * FOR OUTSIDE OF STREAMS AND DRAINAGE CHANNELS DOUBLE/NATURAL DOUBLE/NATURAL DOUBLE/NATURAL MAX.70% EROSION CONTROL BLANKET 3'-4' ADJACENT ROLLS SHALL TIGHTLY ABUT W1 NOTES: INSTALLATION: WHEN INSTALLING RUNNING LENGTHS OF WATTLES, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST, DO NOT OVERLAP THE ENDS. STAKE THE WATTLES AT EACH END AND FOUR FOOT ON CENTER. FOR EXAMPLE: A 25 FOOT WATTLE USES 6 STAKES A 20 FOOT WATTLE USES 5 STAKES A 12 FOOT WATTLE USES 4 STAKES STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE. LEAVING 2 - 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. A HEAVY SEDIMENT LOAD WILL TEND TO PICK THE WATTLE UP AND COULD PULL IT OFF THE STAKES IF THEY ARE DRIVEN DOWN TOO LOW. IT MAY BE NECESSARY TO MAKE A HOLE IN THE WATTLE WITH A PICK END OF YOUR MADDOX IN ORDER TO GET THE STAKE THROUGH THE STRAW. WHEN STRAW WATTLES ARE USED FOR FLAT GROUND APPLICATIONS, DRIVE THE STAKES STRAIGHT DOWN; WHEN INSTALLING WATTLES ON SLOPES, DRIVE THE STAKES PERPENDICULAR TO THE SLOPE. DRIVE THE FIRST END STAKE OF THE SECOND WATTLE AT AN ANGLE TOWARD THE FIRST WATTLE IN ORDER TO HELP ABUT THEM TIGHTLY TOGETHER. IF YOU HAVE DIFFICULTY DRIVING THE STAKE INTO EXTREMELY HARD OR ROCKY SLOPES, A PILOT BAR MAY BE NEEDED TO BEGIN THE STAKE HOLE. 1"x 1" WOOD STAKES 18"-24" BAILING WIRE OR NYLON ROPE WATTLE "A"WATTLE "B" 1'2' TYP. 1'1' W2 NOTES: INSTALLATION: STAKES SHOULD BE DRIVEN ACROSS FROM EACH OTHER AND ON EACH SIDE OF THE WATTLE. LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO THE STAKES ACROSS THE WATTLE. STAKES SHOULD THEN BE DRIVEN UNTIL THE BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. WHEN INSTALLING RUNNING LENGTHS OF WATTLES, TO PREVENT SHIFTING, BUTT THE SECOND WATTLE TIGHTLY AGAINST THE FIRST. DO NOT OVERLAP THE ENDS. STAKES SHOULD BE DRIVEN 1 FT. FROM END, ACROSS FROM AND ON EACH SIDE OF WATTLE LEAVING 4"-6" OF STAKE PROTRUDING ABOVE THE WATTLE. BAILING WIRE OR NYLON ROPE SHOULD BE TIED TO STAKES IN AN HOUR GLASS FORMATION (FRONT TO BACK OF WATTLE "A", ACROSS TO FRONT OF WATTLE "B", ACROSS TO BACK AND BACK TO FRONT OF WATTLE "A"). STAKES SHOULD THEN BE DRIVEN IN UNTIL BAILING WIRE OR NYLON ROPE IS SUFFICIENTLY SNUG TO THE WATTLE. W1 & W2 INSTALLATION NOTES: 1.THE LOCATION AND LENGTH OF WATTLE IS DEPENDENT ON THE CONDITIONS OF EACH SITE. 2.WATTLES SHALL BE INSTALLED PRIOR TO ANY LAND-DISTURBING ACTIVITIES. 3.WATTLES SHALL CONSIST OF STRAW, COMPOST, EXCELSIOR, OR COCONUT FIBER. 4.NOT FOR USE IN CONCENTRATED FLOW AREAS. 5.THE WATTLES SHALL BE TRENCHED INTO THE GROUND A MINIMUM OF TWO (2) INCHES. 6.WATTLES SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. 7.ON SLOPES, WATTLES SHOULD BE INSTALLED ON CONTOUR WITH A SLIGHT DOWNWARD ANGLE AT THE END OF THE ROW IN ORDER TO PREVENT PONDING AT THE MID SECTION. 8.RUNNING LENGTHS OF WATTLES SHOULD BE ABUTTED FIRMLY TO ENSURE NO LEAKAGE AT THE ABUTMENTS. 9.SPACING - DOWNSLOPE: 10.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. 11.HOWEVER, ADJUSTMENTS MAY HAVE TO BE MADE FOR THE SOIL TYPE: FOR SOFT, LOAMY SOILS - ADJUST THE ROWS CLOSER TOGETHER; FOR HARD, ROCKY SOILS - ADJUST THE ROWS FURTHER APART. A SECONDARY WATTLE PLACED BEHIND THE ABUTMENT OF TWO WATTLES IS ENCOURAGED ON STEEP SLOPES OR WHERE JOINTS HAVE FAILED IN THE PAST. 12.STAKING: THE CITY RECOMMENDS USING WOOD STAKES TO SECURE THE WATTLES. 1/2" TO 5/8" REBAR IS ALSO ACCEPTABLE. BE SURE TO USE A STAKE THAT IS LONG ENOUGH TO PROTRUDE SEVERAL INCHES ABOVE THE WATTLE: 18" IS A GOOD LENGTH FOR HARD, ROCKY SOIL. FOR SOFT LOAMY SOIL USE A 24" STAKE. 1"x 1" WOOD STAKES 18"-24" ENDS OF ADJACENT WATTLES SHALL BE TIGHTLY ABUTTED TO PREVENT SEDIMENT BYPASS W2 NOTE: ONLY WATTLES MADE WITH COCONUT FIBERS SHALL BE USED WHEN INSTALLATION COMES IN CONTACT WITH A WATER BODY. WP WATTLE INSTALLATION SW 3902 3904 3906 RIPRAP SCHEDULE Storm Line Pipe Diameter (ft) Ordinary Riprap Type Length of Riprap (ft) Width of Riprap (ft) 2*d50, Depth of Riprap (ft) Storm Line C 1.50 Type L 2.00 6.00 1.5 Storm Line D 1.00 Type L 3.00 4.00 1.5 Storm Line E 1.50 Type L 5.00 6.00 1.5 Storm Line F 1.25 Type L 3.00 5.00 1.5 RIPRAP SCHEDULE3905 Stabilized Staging Area (SSA)SM-6 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 SSA-3 STABILIZED STAGED STORAGE AREA3903 X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XELEC D D D D D D STX STSTSTSTSTSTSTSTSTSTSTSTS T STXX X X X X X X X XXXXX XXXXXXE E X X X X X X X X X X XX X X XXXXXXXXXXXXXXXX CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRR CONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRRCONTROL IRR XXXXXXXXXX 6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN WD D 8" ABDN SS 8" ABDN SS SSGGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D6" W 6" W 2.74 ac. H1 2.65 ac. H2 0.52 ac. OS-2 0.93 ac. OS-4 0.13 ac. OS-1 h1 h2 0.40 ac. OS-3 os-2 os-3 os-1 os-4 SOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST. CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SET40 HISTORIC DRAINAGE EXHIBIT 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 FOR FISCHER PROPERTIES BY NORTHERN ENGINEERING, DATED SEPT. 6, 2023 FOR ADDITIONAL INFORMATION. A LEGEND: FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION X X X XXXXX XXXXXXXXXXX XXXXXXXXX X X XD D D D D D STSTSTSTSTSTSTSTSTSTSTSTSTS T ST6" ABD N W 6" ABD N W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 6" ABDN W 8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS8" ABDN SS6" ABDN W6" ABDN W6" ABDN WF.O. F.O. D D GGGGGGGSSSSSSSSSSSSSSSSSSSS SSSSSSSSSS6" W6" W6" W6" W6" W6" W6" W6" WHY D 6" W 6" W / / / / / / / /EEEEE E E E E E E E E EEEEEEEEEEEEEET E E EEEFDCUD UD UD UD UDUDGAS ELEC T ELECG GGGNYLO PL AS T DO NOT P O LL U T E DRAINS T O WATERWA Y S DO NOT POLL U T E D R A I NS T O WA T E RW A Y S NYLOPLAST D UC T I L E IR O N NYLOP LA S T DO NOT P O LL U T E DRAINS TO WATERW A YS DO NOT PO L L U TE D RA I N S TO W A TE R W A YS NYLOPLAST D UC T I L E IR O N EEEEET DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS DS DS NYLOPLASTDO NOT PO L L U T E DRAINS T O WATERW A Y S DO NOT PO L L U T E D R A I N S T O W A T E R W A Y S NYLOPLAS T D U C T I L E I R O NEEEEE E G G G G G G E E E E E E E G G G G G G G / / / / / / / /200 300 STORMTECH CHAMBERS PROPOSED STORM DRAIN A4-B PROPOSED STORM DRAIN A PROPOSED 2' CONCRETE PAN OS-5 OS-1 OS-3 OS-4 PROPOSED UNDERDRAIN PROPOSED 5' CURB CUT & 2' SIDEWALK CULVERT PROPOSED UNDERDRAIN SOUTH SHIELDS STREETSPRIN G F I E L D D R I V E WESTWARD DRIVE DEL MAR STREETLAKEWOOD DRIVE EXISTING STORM DRAIN 9' UTILITY EASEMENT 9' UTILITY EASEMENT DETENTION POND 3 EXISTING 24" STORM DRAIN LOT 3 LOT 4 LOT 1 LOT 2 LOT 5 LOT 7 LOT 6 LOT 9 LOT 8 BLOCK 1 BLOCK 1 30' FL-FL 57' ROW OWNER: POPPE, DAVID A. 1205 WESTWARD DR. OWNER: MARX, NICHOLAS J./ JILL B. JARVIS 1209 WESTWARD DR. OWNER: GRIFFITHS, THOMAS 1213 WESTWARD DR. OWNER: WAYFARE HOME RENTAL, LLC. 1217 WESTWARD DR. OWNER: BOWEN, ZACHARY H. 1200 DEL MAR ST. OWNER: LAJEUNESSE, ROBERT M./ IRINA V. 1220 SPRINGFIELD DR. OWNER: MIRANDA, JOHN E./ YVONNE C. 1212 SPRINGFIELD DR. OWNER: MARTINO, MARY K. 1208 SPRINGFIELD DR. OWNER: RIEUX SYLVIA MARIANNE TRUST 1204 SPRINGFIELD DR. OWNER: JRB HOLDINGS, LLC. 1200 SPRINGFIELD DR. OWNER: CARLSON, BEVERLY A. 1301 S. SHIELDS ST.100-YR WSEL 100-YR WSEL PROPOSED 2' CONCRETE PAN DETENTION POND 1 UNDERGROUND DETENTION POND 2 RAIN GARDEN A OF 100 301 302 POND 3 EMERGENCY SPILL LOCATION POND 1 EMERGENCY SPILL LOCATION OS-2 COLORADO STATEUNIVERSITY0.31 ac. OS-2 0.46 ac. 200 0.80 305 0.93 ac. OS-4 0.13 ac. OS-1 0.40 ac. OS-3 0.08 ac. 100 0.23 ac. OF-1 0.04 ac. OF-2 0.97 ac. 304 0.20 ac. 302 0.21 ac. OS-5 0.09 ac. 303 0.37 ac. 300 0.21 ac. 301 0.18 ac. 201 0.26 ac. 202 0.07 ac. 203 0.02 ac. 204 0.28 ac. 205 0.27 ac. 2060.21 ac. 207 0.12 ac. 208 0.26 ac. 101 0.05 ac. 102 0.02 ac. 103 0.06 ac. 104 0.14 ac. 105 101 102 103 104 105 EXISTING STORM DRAIN 201 202 203 204 205206 LOT 10 ACESSS EASEMENT, DRAINAGE EASEMENT & UTILITY EASEMENT 207 208 303 304 305 PROPOSED STORM DRAIN A4-A PROPOSED STORM DRAIN B PROPOSED STORM DRAIN C PROPOSED STORM DRAIN D PROPOSED STORM DRAIN E PROPOSED STORM DRAIN F POND 2 EMERGENCY SPILL LOCATION EXISTING BUILDING TF=5033.65 RAIN GARDEN B UDUDUDE G G CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 1 inch = ft. Feet04040 40 80 120 SheetFISCHER PROPERTIESThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.of 41 NOT FOR CONSTRUCTIONREVIEW SETPROPOSED 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 FOR FISCHER PROPERTIES BY NORTHERN ENGINEERING, DATED SEPT. 6, 2023 FOR ADDITIONAL INFORMATION. A LEGEND: 41 DRAINAGE EXHIBIT FOR DRAINAGE REVIEW ONLY NOT FOR CONSTRUCTION Rational Flow Summary | Developed Basin Flow Rates BASIN TOTAL AREA (acres) Tc2 (min) Tc100 (min) C2 C100 Q2 (cfs) Q100 (cfs) 100 0.08 5.0 5.0 0.47 0.59 0.11 0.48 101 0.26 5.0 5.0 0.69 0.86 0.51 2.24 102 0.05 5.0 5.0 0.79 0.99 0.10 0.45 103 0.02 5.0 5.0 0.84 1.00 0.04 0.15 104 0.06 5.0 5.0 0.80 1.00 0.13 0.57 105 0.14 5.0 5.0 0.51 0.64 0.20 0.88 200 0.46 5.0 5.0 0.85 1.00 1.10 4.53 201 0.18 5.0 5.0 0.86 1.00 0.43 1.76 202 0.26 5.0 5.0 0.83 1.00 0.62 2.60 203 0.07 5.0 5.0 0.67 0.84 0.14 0.61 204 0.02 5.0 5.0 0.72 0.90 0.05 0.22 205 0.28 5.0 5.0 0.81 1.00 0.65 2.81 206 0.27 5.0 5.0 0.77 0.96 0.59 2.56 207 0.21 5.0 5.0 0.87 1.00 0.51 2.06 208 0.12 5.0 5.0 0.81 1.00 0.27 1.15 300 0.37 7.3 7.3 0.33 0.41 0.30 1.33 301 0.21 5.0 5.0 0.75 0.94 0.45 1.98 302 0.20 5.0 5.0 0.69 0.86 0.40 1.74 303 0.09 5.0 5.0 0.56 0.70 0.15 0.64 304 0.97 5.0 5.0 0.64 0.80 1.77 7.73 305 0.80 5.0 5.0 0.64 0.80 1.46 6.36 OF-1 0.23 7.2 7.2 0.33 0.41 0.19 0.82 OF-2 0.04 5.0 5.0 0.70 0.88 0.08 0.36 OS-1 0.13 5.0 5.0 0.81 1.00 0.31 1.32 OS-2 0.31 7.6 7.6 0.44 0.55 0.33 1.45 OS-3 0.40 8.1 8.1 0.43 0.54 0.41 1.79 OS-4 0.93 10.1 10.1 0.33 0.41 0.68 2.95 OS-5 0.21 7.6 7.6 0.44 0.55 0.23 0.99 100,101, 102, 103, 104, 105 0.60 5.0 5.0 0.64 0.80 1.10 4.79 102, 103, 104, 105 0.71 5.0 5.0 0.77 0.96 1.56 6.82 200, 201, 202, 203, 204, 205, 206, 207, 208, OS-4 2.79 5.0 5.0 0.66 0.83 5.25 22.90 300, 301, 302, 303, 304, 305, OS-1, OS2, OS-3, OS-5 3.69 7.1 7.1 0.57 0.71 5.30 23.14 301,302, 303, 304, OS-2, OS-5 2.00 6.1 6.1 0.60 0.75 3.20 13.93 304, OS-2 1.28 5.0 5.0 0.59 0.74 2.15 9.38 305, OS-1 0.93 5.0 5.0 0.67 0.84 1.78 7.76 200, 201, 202, 203, 204, 205, 206, 207, 208 1.86 5.0 5.0 0.82 1.00 10.26 44.78 300, 301, 302, 303, 304, 305 2.64 5.0 5.0 0.60 0.75 0.29 1.26 300, 305 1.17 5.2 5.2 0.54 0.68 3.41 14.89 POND SUMMARY TABLE Pond ID Extended Detention WQCV (CF)LID WQCV (CF) 100-Yr. Detention Vol. (CF) Total Volume (CF) 100-Yr. Detention WSEL(Ft) Peak Release (cfs) Pond 1 555.00 N/A 3,568.00 4,123.00 5,029.31 0.40 Pond 2 N/A 1,835.00 12,053.00 13,888.00 5,029.76 1.99 Pond 3 993.00 1,223.00 18,311.00 19,304.00 5,031.13 1.10 LID Site Summary - New Impervious Area Total Area of Current Development 234,073 ft2 Total On-site Impervious Area 143,103 ft2 75% Required Minimum Area to be Treated by LID 107,327 ft2 Total On-site Impervious Area Treated by LID 103,480 Percent On-site Impervious Treated by LID 72.31% Additional Off-site Impervious Area Treated by LID 10,714 ft2 Percent Total Impervious Area Treated by LID 79.80% Total Impervious Area Treated by Traditional WQ 36,977 Percent Impervious Treated by Traditional Water Quality 25.84% Percent Impervious Area Treated by Traditional WQ or LID 105.64% CURB CUT 304A INTERCEPT 1.1 CFS MINOR 2.2 CFS MAJOR BYPASS 0.8 CFS MINOR 6.1 CFS MAJOR CURB CUT 304B INTERCEPT 0.8 CFS MINOR 2.5 CFS MAJOR BYPASS 0.0 CFS MINOR 3.6 CFS MAJOR INLET C3 0.0 CFS MINOR FLOW FROM BASIN 304 1.78 CFS MINOR FLOW FROM ROUTED BASIN 305, OS-1 1.78 COMBINED MINOR FLOW 3.6 CFS MAJOR FLOW FROM BASIN 304 7.76 CFS MAJOR FLOW FROM ROUTED BASIN 305, OS-1 11.36 COMBINED MAJOR FLOW INLET F4 100-YR OVERFLOW FOR RAIN GARDEN A (NORTH) 2.2 CFS FROM BASIN 304 1.74 CFS FROM BASIN 302 0.64 CFS FROM BASIN 303 4.58 CFS COMBINED INLET C3 100-YR OVERFLOW FOR RAIN GARDEN A (SOUTH) 2.5 CFS FROM BASIN 304 1.98 CFS FROM BASIN 301 4.48 CFS COMBINED