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HomeMy WebLinkAboutEngineering Plan Certification_01-16-19Specifications and Guidelines for Plan Design PLAN CERTIFICATION Department of Engineering City of Carmel Mike McBride, City Engineer Project Name: The Hamlet at Jackson's Grant, Section 2 Site Address: west side of Spring Mill Rd. approximately 1,000' North of 116th -SL Applicant: John McKenzie w/ Homes by John McKenzie Telephone: 317-574-7616 Cover Sheet YES NO WA Project name or title, site location map, soils map, and index. ✓ Engineering firm's name, address, phone, fax, and e-mail address. Project Manager, Architect, and Surveyor. Developer's name, address, phone, fax, and e-mail address. Legal description of site, zone district, setback distances, list units and number of bedrooms per unit ✓ Calculated building coverage ratio. Professional Engineer's or Registered Land Surveyors stamp, ✓ Design speed included on cover sheet. / Plat Design YES NO WA Engineering drawings are drawn at a scale of no less than V= W'. / Y✓ Right-of-way lines and dimensions noted. Sheet widths and building pad elevations noted. Internal easement conflicts with the plat are eliminated. ✓ Common areas do not exist within the right-of-way. ✓ Markings placed indicating monuments at the external comers of the subdivision. ✓ Tree preservatlon easements are not lying within other easements. No overlapping of externallcrossing easements. V Private streets are labeled. ✓ North arrow, scale, topographic information, lot numbers, lot dimensions, and street and road names are all included. V( Location of existing ublilies with top of curb and invert elevations, pipe sizes, and direction noted. ✓ Subsurface drains shown on development plan. Location of existing easements and proposed easements shown. ✓ I sanitary and storm structures numbered. V City of Carmel Depamncrt of Engineering Specifications and Guidelines for Plan Design Existing culvert pipes under the roadway are shown indicating size, type, and invert elevations. ✓ Adjacent Landowners and the location of any Section Corners are noted can the plan. ✓ Plans are Stamped 'Approval Pending- Not for Construction' ✓ Development Plan YES NO N/A Platted lots do not have access to mainline roads. There are no common areas within the right-of-way. ✓ Exact location and principal dimensions for all buildings, set backs from all properly lines, and internal property lines are dimensioned. The widths of all internal drives, drive aisles, alleys, and streets are labeled. The rights-of-way of all existing and proposed intericr and exterior streets are labeled. All turning radii are appropriate and adequate for fire trucks and moving vans. Proposed off-site easements have been labeled. Y All unnecessary easements have been vacated. ✓ The secondary plat entrance matches that from the primary plat. V( There is street, asphalt path, and sidewalk oonfinuity between sections. 10( Any new drives crossing existing sidewalks or asphalt paths have been made compliant with ADA specifications. ✓ Private streets have been designed to Ne City of Carmel standards. ✓ Sidewalks are shown on both sides of all interior sheets. ✓ interior intersect al 75 -degree or greater angles. EnVancesintersect perimeter roads at SO- degree anglles.es. ✓ There are commercial type drive entrances for amenity areas. Street Standards YES NO N/A Right-of-way width of each interior street is a minimum of 50 feet. ✓ Pavement widih of each interior street is 30 feet. ✓ Complete horizontal curve data for all horizontal curves has been induced. The radius of each hortionml curve is a minimum of 150 feet. ✓ The corner intersection sight distance is a minimum of 300 feet. (350 feet for collector streets and 400 feet for all other street classifications). ✓ Curh return radius of each interior street is a minimum of 20 feet. (30 feet far collector streets and 40 feet for all other street classifications). _ ✓ City of Coruna Department of Engineering Specifications and Guidelines for Plan Design There is no cul-de-sac greater than 600 feet in length. ✓ The diameter of the mWe-sac terminal end pavement is a minimum of 76 feet. ✓ The radius of each cul-de-sac terminal end right-of-way is a minimum of 50 feel. 10( Intersections of interior streets are a minimum of 150 feet apart. v Sanitary and storm sewer frames and castings are not present in the pavement, curbs, or sidewalks. This not pertain storm sewer curb inlets. V(does I sanitary and storm sewer runs cross streets perpendicularly. V( Subsurface drains are included on both sides of all streets. ✓ Streets are not too wide for subsurface drains to be effective. ✓ Proposed curb cuts are at existing locations, or approval for new or modified curb has been requested of the Board of Public Works and Safely. _ ✓ Street cuts have been delineated on the plan for saw cut, removal, and replacement. ✓ Curb is indicated for all interior parking areas. Y✓ NI lots adjacent to side yard easements are wide enough planned driveways such that there is no encroachment to accommodate the anticipated house and any into the easements. Registered Land Surveyor's stamp is on secondary plat. Legal description, north arrow, and scale are on secondary plat. ✓ Lot dimensions, easements, and the point of beginning are on secondary plat. Location of drainage detention I retention is shown. Size and location of all existing and proposed fire hydrants within the development or within 300 feet of the proposed development are shown. ✓ The locations of all electrical power vaults, transformers, power lines, gas lines, television cable, and telephone lines are shown. Construction limits are clearly marked on all plans. Entrance Alignment YES NOWA There is a minimum separation of 500 feet between entrances and existing or proposed intersections. ✓ Entrance is a maximum of 46 feet wide. Median, if applicable, in entrance is a maximum of 10 feet wide and travel lane on each side of median is a maximum of 18 feet wide. A separate Entrance Plan is included. ✓ Mainline Right-of-way YES NO WA ny additional right-of-way required by the Department of Community Services has been provided. V/ e rights-of-way of all interior and exterior streets have been shown. ✓ City of Carmel Department of Enginccring Specifications and Guidelines for Plan Design 4 II pavement markings (center lines, edge lines, and lane linen are shown. V( There is a separate pavement marking plan and there is a note on the plans stating that all pavement markings are to be thermoplastic. ✓ New pavement construction and widening are shown with hatching. ✓ For any pavng or widening on perimeter mads, the pavement section is the following: 1.5 inches HMA #11 surface on 2Inches HMA #8 binder on 3Inches HMA #51) base on 7 inches #53 stone on 4 inches #2 stone. This cross-section is shown on the plans. City standard curbs, sidewalks, and pavements are delineated on right-of-way installations. V/ City of Carmel Department of Engineering Specifications and Guidelines for Plan Design All existing main road improvements (curbs, sidewalks, pavements, etc.) are indicated on the plans, ✓ Saw cut and removal of mainline pavement for new entrance are shown. ✓ Depressed curb is shown for new proposed entrances with ewsting chair back curb. ✓ Depressed curb for existing drives is shown where new curb is installed in dghrol-way ✓ In cases without curbs, a 3 -foot #73 stone shoulder is provided along the auxiliary lanes and along any widening. The stone is a minimum depth of 6 inches. V/pavemanl Subsurface drains are shown under the 3 -foot wide #73 stone shoulder. ✓ Each curb rehim radius at each entrance is 40 feet. Or Maintenance of Traffto Plan YES NO N/A Maintenance of Traffic Plan is provided. Traffic Control Plan YES NO NIA The following note is on the traffic control plan: "ALL SIGNS ARE INSTALLED BY THE CITY AND ✓ REQUIRE AN ORDINANCE." Details YES NO I NIA The local street pavement section is the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder ✓ on 3 inches HMA 115D base on 7 inches #53 stone. This cross-section is shown on the plans. The following note is on the plans in the vicinity of the local street pavement section: "ALL PAVING IS TO ✓ BE COMPLETED IN ONE PAVING SEASON." The asphalt path section is the following: 1 inch HMA #11 surface on 2 inches #8 binder on 5 inches #53 ✓ stone. This cross-section is shown on the plans. Typical Cross Section (including the subsurface drain, the asphalt path shown 1 foot inside the right-of-way ✓ line, etc.) is included in the plans. City of Carmel standard chair back curb detail Is provided, ✓ City of Carmel standard roll curb detail Is provided. ✓ City of Carmel standard sidewalk detail is provided. ✓ City of Carmel standard subsurface drain detail is provided. ✓ Ail subsurface drain is double wall Hancor Hi -Q or equivalent. ✓ The following City of Carmel standard sidewalk notes are provided: The standard width of the sidewalk is 5 feet. The spacing of transverse control joints is to be no greater that 1.25 times the width (6.25 feet). The minimum thickness of the sidewalk is 4 inches. Joints are tooled or sawed joints one-fourth the thickness of sidewalk. Sidewalk built with driveways shall have a minimum thickness of 6 inches or thickness of V(the driveway, whichever is greater. The standard City of Carmel backfill requirements are incorporated into the Sanitary Trench Detail. ✓ The standard City of Carmel backfill requirements are incorporated into the Reinforced Concrete Pipe Trench Detail. Y(The standard City of Carmel backfill requirements are incorporated into the Water Main Trench Detail ✓ City of Carmel Department of Engineering Specifications and Guidelines for Plan Design City of Carmel standard Street Cut Patch Detail is included for street cuts. ✓ Depressed Curb Detail is provided. V( Maximum spacing of concrete curb control joints is 10 feet on tangents and 5 feet on radii. Maximum V spacing of concrete curb expansion joints is 50 feet. General YES NO N/A Drainage report and calculations have been submitted. ✓ Plan and profile drawings for the storm sewer system are included in the plans. ✓ A grading and drainage plan are included in the plans. ✓ Erosion control plan is included in the plans. ✓ Plans are provided on 24" by 36" sheets. Traffic study to be conducted if in congested area or K high traffic volume is expected from site. ✓ Details Of Traffic Study Projected number of motor vehicle trips to enter and leave the site estimated for daily peak hour traffic ✓ evels. The projected traffic flow carom including vehicular movements at all major intersections likely to be affected by the proposed use of the site. The impact of this traffic upon existing abutting public and private ways in relation to existing road capacities. and proposed daily and peak hour traffic levels, as well as road capacity levels also shall be given. V(Existing City of Carmel Department of Engineering Specifications and Guidelines for Plan Design fixing my seal below, I, the applicant and duty appointed representative of the owner, hereafter referred to as the loner, indicate that all the above requirements listed on the preceding six pages have been met, or, in the case of n -applicable response or in the case of answering "no"to any of the above statements, have attached a letter and er documentation stating the reason for not complying with the above said requirements. Submitting plans along this stamped and signed document obligates me, the petitioner, to agree to the following requests by the ailment of Engineering hereafter referred to as the reviewer. The petitioner will nobly the reviewer in the event of zhanges to the submitted plans and is required to submit revised drawings for approval that highlight those Iges from the petitioner's previously submitted plans. The reviewer reserves the right to request that changes be e to the plans at any point in the petitioners design process. In the event that any of the requirements are not d fulfilled by the petitioner as guaranteed by this agreement, the reviewer reserves the right to return the plans delay reviewing and approval until all requirements are met, or are eliminated by the reviewer depending on their cability to the project The reviewer also stipulates that the petitioner wait to submit revised drawings and cnses to the reviewer's comments until they have included revisions based on comments from Crossroad nets' review of the drainage report and calculations. It is also understood with the submittal, that upon approval ie reviewer, the Board of Public Works and Safety and the other approval entities that exist will not in tum matically approve the petitioner's plans. e No. vO�� 2 January 16, 2019 T p$ e t Engineer V Date '..y,�rANP„✓R David J. Stoeppelwerth City of Carmel Dep unu,iu of Engineering