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Storm Drainage Design and Calculations - Detention/Retention Stormwater Maintenance Agreement complete with attachments (if project is greater than 1- acre in size, part of a plan of common development, or using underground storage) NOI and if project exceeds 1-acre in size or is a plan of common development Record of Survey and topographical map Geotechnical Report - Required for two or more lots, where underground stormwater will be stored, liquefaction or other conditions falling under MKZ Section 19.75.050 Geologic Hazards Ordinance / Fault Study - See Millcreek Map Gallery 'Geologic Features' map online, then MKZ 19.75 Traffic Study - As required per Planning or Engineering UDOT Permit if work will be performed within any UDOT Right-of-Way Stream Alteration Permit - see Salt Lake County Code of Ordinances Title 17.08.040 Salt Lake County Flood Control Permit - Title 17 of Salt Lake County Code of Ordinances CLOMR/LOMR Filed Application - applies if building in the 100-year Floodplain Irrigation Approval Letter (If a canal, ditch, etc. is effected by the subject property) Conveyance of Easements Deed conveying property dedication for Right-of-Way or other purpose where required Other Items: General Submittals Step 1: DRC Date: Project Name and Address: Owner Information: DRC MEETING - ENGINEERING N/A Description Required Developer's Engineer is to include each of the following items listed in each section as applicable: Engineering Plan Set Requirements ---PAGE BREAK--- Drawing number and title “Call Before You Dig” logo North arrow, legend and drawing scale (not to exceed 1:40) Abbreviations and legend Stamp and signature of licensed professional engineer or surveyor References to specific Standard Plans as applicable Reference to Millcreek Design Standards, General Notes and APWA when needed Project owner’s name, address and contact information Contact information for all project team members Vicinity map with north arrow Sheet index for all sheets and index figure Names of adjacent property owners Location of survey by Quarter Section, Township and Range Signed, stamped, and dated Surveyor’s Certificate Scale of drawing and north arrow Total acreage of development and acreage of each lot Proposed streets (names and coordinates) and adjacent streets Point of beginning and basis of bearing The distance and course to two or more Section corners (including Township and Range) or identify existing monuments within subdivision Applicable warnings and recommended mitigation measures for potential geotechnical problems All bearings, angles and distances along the boundary and lot lines and boundary closure to 0.01 feet with all radius, length, chord distance, and chord bearing Show and call out any no build areas Location of street monuments with bearing and distance labeled, monument-to-monument, and location with respect to corners Written boundary description of property surveyed FIRM Flood Zone and Panel number All lots (including common lots) numbered and addressed Right-of-Way Dedication with written description to be dedicated Required signature blocks per Planning Department All agreements with recording information clearly shown (Ditch Companies, SWMA, etc.) All existing and proposed easements to be recorded Identify canals and canal ownership Engineering Plan Set Requirements Developer's Engineer is to include each of the following items listed in each section as applicable: COMPLETE N/A Description Description COMPLETE Title Sheet Subdivision Plat N/A Description COMPLETE N/A Existing and proposed easements, R-O-Ws, buffer zones and public spaces shown with references to Salt Lake County Recorder’s book and page numbers All Sheets February 28, 2020 ---PAGE BREAK--- Description COMPLETE N/A Title Block Project name, address and type of development (Subdivision, PUD, CUP, etc.) Licensed Surveyor (Name, address, telephone) Professional Engineer's Stamp Project Location Project Description Project owner’s name, address and contact information Street Names Drawn by name, designed by name, checked by name Date Scale of drawing and north arrow Revision Block Sheet # of Total Sheets Geological hazard, canals, water bodies, flood plain designation Proposed streets (names, coordinates, and center line) and adjacent streets Buildable Areas Proposed layout of development Trash Bin location where necessary Amenities with labels Center line of all adjacent streets Distance from road center line to property line ADA Accessible Routes and applicable features (i.e. ramps) Any land dedications clearly identified Line types and fonts legible with legend Streetlights (public roads follow Millcreek standard, power boxes etc. use APWA Parking stalls showing all dimensions with radius of curbs within the site Parking blocks where needed Description COMPLETE N/A Show and label all existing features on the site as surveyed, including but not limited to the following: Property lines and lot dimensions Primary structure(s) Trees Accessory structures Driveway Pool Deck Fences Clearly indicate features to be removed, replaced, relocated, or to remain in place Site Plan Demolition Plan ---PAGE BREAK--- Description COMPLETE N/A Existing contour lines (in gray scale) and proposed contour lines (in black) at a maximum of two-foot intervals Stamped and signed by a Utah-licensed Professional Engineer Note: “A Land Disturbance and Grading Permit must be obtained from Millcreek prior to disturbing any vegetation or moving more than any soil greater than 1' in depth or areas over 1-acre.” Existing contour lines (in gray scale) and proposed contour lines (in black) at a maximum of two-foot intervals Salt Lake County benchmark elevation relative to identified Section Corner Storm drain system showing pipe sizes with slopes and (15" min. for public R.O.W./system), clean-out boxes, combination boxes and catch basins 100-year flood overland route clearly shown terminating at acceptable conveyance system or basin FEMA Flood Zone delineation and Salt Lake County 100-year and 500-year flood elevation limits with reference to maps or studies used Arrows depicting direction of grade and drainage Catch basins showing elevations of inlet, outlet, and top of grate for each box Overland runoff route for stormwater at all sag points Detail showing detention/retention pond typical sections, sized orifice design, spillways, structural BMPs, etc. (may be on separate detail sheet) Cul-de-sacs graded to drain away from the bulb where feasible Ditch master’s name and phone number if altering existing irrigation ditches Two-percent maximum slope along curb returns Drainage all calculations and method(s) used for stormwater management system Stormwater management system used including detention, retention, or combination used to comply with Millcreek code restrictions (see sections 17.25) Description COMPLETE N/A Existing and proposed streetlights shown including power sources, wiring and utility boxes/cabinets Location and description of all existing and proposed easements A conspicuous note stating, “A Right-of-Way Encroachment Permit must be obtained from Millcreek prior to doing any work in the right-of-way. Contact Brandon Johnson at 801-688- 8630” Utility locations (i.e. manholes) don’t conflict with survey monuments Locations of existing and proposed power poles Sewer, storm drain and irrigation systems to the next manhole beyond subdivision boundary Streetlights at 200’ spacing (240’ max.) on local residential roads located on lot lines wherever possible and placed at cul-de-sac ends and street intersections; spacing on collector and arterial roads varies Stamped and signed by a Utah-licensed Professional Engineer Grading/Drainage Plan Utility Plan ---PAGE BREAK--- Description COMPLETE N/A 1:30 max. horizontal scale, 1:20 max. vertical scale Stamped and signed by a Utah-licensed Professional Engineer Pavement profiles per geotech report (min. 8”-UBC, 3”-asphalt on local streets, 10”-UBC asphalt on all others) Typical road sections per Millcreek Standards/Transportation Master Plan Storm drain plan and profile pipe size, type, length and slope between manholes Storm drain boxes and manholes with rim and flow-line elevations Minimum size of 15” RCP within City right-of-way Catch basins provided at all intersections and double wide catch basins with two grates at sag points in all public right-of-way Storm Drain, Sewer and Irrigation systems Vertical alignment of street tying into existing improvements Description COMPLETE N/A Location, design, and details of stabilized construction entrances and exits Location, and securement of portable restroom facilities Location of all silt fence or straw wattle to be used including length in feet Designation of concrete washout location with detail attached Identify all storm water inlets onsite and offsite that will be affected by drainage from site Inventory of all post-construction storm water controls Description of the routine maintenance required for each control Schedule for inspection and maintenance of each control/BMP Details for each BMP/control feature used - can be shown on same sheet or details sheet Resonsible Engineer's Signature Date Printed Name I have personally reviewed this submittal and verify that it is complete. I attest that all items have been addressed, initialed, and comply with current Millcreek Standard Specifications and Plans. Plan and Profile Sheets Erosion Control Plan