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Date Application Received: Date Application Certified as Complete: $500.00 $10.00 $100.00 $75.00 Applicant Name (Printed): Applicant email (Printed): Applicant Phone Number: Subdivision Name (including phase name, if any) Application shall contain three copies of the following (digital documents preferred): Subdivision Construction Drawings Review per lot fee Subdivision Inspection Fee per lot Final Plat Fees Subdivision Application Form - Final Plat Application Submit completed application to the Planning and Zoning Administrator **Office Use Only** Final plat Final engineering construction drawings for streets, water, sewers, sidewalks, utility easements and other public improvements. (Ord. 901, 10-18-1976) Applicant shall provide evidence that the applicant can sign this application on behalf of the property owner or developer or be said property owner or developer per section 6-2-1 (Subdivider) Final Plat Review Base Fee Final Plat Review Per Lot Fee Final Plat Application April 2024 Page 1 of 3 ---PAGE BREAK--- Additional information provided by the applicant (if any): Proof of current ownership, or ability to acquire ownership if the plat is approved, of the real property included in the proposed final plat (current deed is typically acceptable). Such other information as the Administrator or Commission may deem necessary to establish whether or not all proper parties have signed and/or approved said final plat (LLC operating agreement is typically acceptable). Conformance with all requirements and provisions of this Title. (Ord. 901, 10- 18-1976) Conformance with the approved preliminary plat and meeting all requirements or conditions thereof. The final plat shall include and be in compliance with all items required under title 50, chapter 13 of the Idaho Code, and shall be drawn at such a scale and contain lettering of such size as to enable the same to be placed on one sheet of eighteen inch by twenty seven inch (18" x 27") drawing paper, with 3.5" margin on the left end for binding and 0.5" on all other edges. The reverse of said sheet shall not be used for any portion of the drawing, but may contain written matter as to dedications, certifications and other information. The final plat shall include at least the following: Written application requesting approval of the final plat (this document). Final Plat Application April 2024 Page 2 of 3 ---PAGE BREAK--- Applicant Signature: Date: By signing, you are confirming you have provided all required items listed on this application This application shall not be considered complete (nor will the item be scheduled on a Planning & Zoning Commission or City Council agenda) until Staff has received all required information. Once the application is deemed complete, Staff will notify the Applicant of the scheduled Commission (if needed) and City Council meeting(s), fees due, and/or any additional items. Final Plat Application April 2024 Page 3 of 3 ---PAGE BREAK--- Y N N/A Y N N/A 1 6-3-4-1(A) Three Copies of final plat or PDF 2 6-3-4-1(B) Three Copies of construction drawings or PDF 3 6-4-3(A) Street Locations conform to Transportation Master Plan and Neighborhood plans if applcable 4 6-4-3(B) Minor streets (Local A) are arranged to discorage their use by through traffic. All arerial, collector, and Critical Local A roads are intended to be used a through streets 5 6-4-3(C) Stub Streets are extended to the boundary line with provision for the future extension of said streets into adjacent areas 6 6-4-3(D) Streets are arranged in proper relation to topography to result in usable lots, safe streets, and acceptable grades 7 6-4-3(F) Frontage Roads: Where a subdivision abuts or contains an arterial street, it shall be required that there be frontage roads approximately parallel to and on each side of such arterial streets; or, such other treatment as is necessary for the adequate protection of residential properties and to separate through traffic from local traffic 8 6-4-3(G) Cul-de-sac streets shall not be more than five hundred feet (500') in length and shall terminate with an adequate turn-around having a minimum radius of fifty feet (50') for right of way 9 6-4-3(H) Half streets shall be prohibited except where unusual circumstances make such necessary to the reasonable development of a tract in conformance with this Title and where satisfactory assurance for dedication of the remaining part of the street is provided. Whenever a tract to be subdivided borders on an existing half or partial street, the other part of the street shall be dedicated within such tract. When a half street is permited, the developer shall pave half of the road plus thrirteen feet 10 6-4-3(I) Private streets and roads shall be prohibited except within planned unit developments 11 6-4-4(B) Street grades shall not exceed ten percent (10%) on either local or collector streets, and six percent for arterial streets 12 6-4-4-(C)1Horizontal Alignment: When street lines deflect from each other by more than ten degrees (10°) in alignment, the center lines shall be connected by a curve having a minimum radius of five hundred feet (500') for arterial streets, and three hundred feet (300') for collector streets. Between reverse curves on collector and arterial streets there shall be a minimum tangent distance of two hundred feet (200') 13 6-4-4(C)2 Vertical Alignment: Minimum stopping sight distances shall be two hundred feet (200') for local streets and designed in accordance with design speed for collector and arterial streets 14 6-4-5(A) Street names shall not duplicate any existing street name within the City, unless it is a continuation of an existing City street; street names that may be spelled differently but sound the same as existing streets shall not be used Final Plat Checklist Applicant City 8-Jul-24 No Description ---PAGE BREAK--- 15 6-4-5(B) All new streets shall be named as follows: streets having a predominantly north-south direction shall be named "Avenue"; streets having a predominantly east-west direction shall be named "Street"; meandering streets shall be named "Drive" or "Lane"; and cul-de-sacs shall be named "Circle", "Court" or "Place". 16 6-4-6(A) Angle Of Intersection: Streets shall intersect at ninety degrees (90°) or as closely thereto as possible, and in no case shall streets intersect at less than seventy degrees (70°) 17 6-4-6(B) Sight Triangles: Minimum clear sight distance at all local street intersections shall permit vehicles to be visible to the driver of another vehicle when each is one hundred feet (100') from the center of the intersection 18 6-4-6(C) Number Of Streets: No more than two streets shall cross at any one intersection 19 6-4-6(D) T" Intersections: intersections may be used wherever such design will not restrict the free movement of traffic 20 6-4-6(E) Center Line Offsets: Street center lines shall be offset by a distance of at least one hundred twenty five feet 21 6-4-6(F) Vertical Alignment Of Intersection: A nearly flat grade with appropriate drainage slopes is desirable within intersections. This flat section shall be extended a minimum of one hundred feet (100') each way from the intersection. An allowance of two percent maximum intersection grade in rolling terrain, and four percent in hilly terrain, will be permitted 22 6-4-7 Right of way for pedestrian walkways in the middle of long blocks(800 feet or longer) may be required where necessary to obtain convenient pedestrian circulation to schools, parks or shopping areas; the pedestrian easement shall be at least ten feet (10') wide. 23 6-4-8 Unobstructed utility easements shall be provided along front lot lines, rear lot lines, and side lot lines when deemed necessary; total easement width shall not be less than ten feet Unobstructed drainage way easements shall be provided as required by the Council. 24 6-4-9 Every block shall be so designed as to provide two tiers of lots, except where lots back onto an arterial street, natural feature or subdivision boundary 25 6-4-10(A) The lot width, depth and total area shall not be less than the requirements of any applicable zoning regulations. 26 6-4-10(B) Future Arrangements: Where parcels of land are subdivided into unusually large lots (such as when large lots are approved for septic tanks), the parcels shall be divided, where feasible, so as to allow for future resubdividing into smaller parcels. Lot arrangements shall allow for the ultimate extension of adjacent streets through the middle of wide blocks. Whenever such future subdividing or lot splitting is contemplated, the plan thereof shall be approved by the Commission prior to the taking of such action 27 6-4-10(C) Where individual septic tanks have been authorized sufficient area shall be provided for a replacement sewage disposal system. ---PAGE BREAK--- 28 6-4-11(A) Planting Strips: Planting strips may be required to be placed next to incompatible features such as highways, railroads, commercial or industrial uses to screen the view from residential properties. Such screening shall be a minimum of ten feet (10') wide, and shall not be a part of the normal street right of way or utility easement. 29 6-4-11(B)1Reserve Strips, Private Privately held reserve strips controlling access to streets shall be prohibited. 30 6-4-11(B)2 Reserve Strips, Public: A one foot reserve strip may be required to be placed along half streets which are within the subdivision boundaries and shall be deeded in fee simple to the City for future street widening 31 6-4-12 Where it is determined that a proposed park, playground, school or other public use as shown on the Comprehensive Development Plan is located in whole or in part within a proposed subdivision, sufficient area for such public use shall be dedicated to the public or reserved and offered for public purchase at a fair market value. If within two years of plat recording, the purchase is not agreed on, the reservation shall be canceled or shall automatically cease to exist. 32 6-5-1 It shall be the responsibility of the subdivider of every proposed subdivision to have prepared by a registered engineer, a complete set of construction plans, including profiles, cross-sections, specifications and other supporting data for all required public streets, utilities, and other facilities. Such construction plans shall be based on preliminary plans which have been approved with the preliminary plat, and shall be prepared in conjunction with the final plat. Construction plans are subject to approval by the responsible governmental agency. All construction plans shall be prepared in accordance with the City standards or specifications. 33 6-5-2(A) Monuments per Idaho Code 34 6-5-2(B) Street(s) pavement sections either minimum per Master Transportation Plan or proposed section based on current soils test 35 6-5-2(C)Curb & gutter rolled type and standard type with detail and location where used 36 6-5-2(D) Bicycle pathways if required by the Council 37 6-5-2(E)Underground all utilities 38 6-5-2(F) Driveways for non-residential development or if specified on the preliminary plat 39 6-5-2(G) Storm drain system with sufficient capacity for 100-year storm 2.45" in 24 hours 40 6-5-2(H)Public water supply showing size, material, and depth. Coordinate with the water department to verify if lines larger than 8-inches are required 41 6-5-2(H) Public sewer system showing size, material, pipe slopes, and approximate depths at manholes. Coordinate with engineering if larger, additional, or deeper sewer lines are needed 42 6-5-2(H) Storm Drain system showing size, material, capacity, and approximate depth at inlet boxes. Calcs may be submitted with preliminary plat or final plat. 43 6-5-2(I) Fire Hydrant with City detail for hydrants, coordinate locations with fire 44 6-5-2(J) Street name signs with detail for signs 45 6-5-2(J) Regulatory signs such as stop signs, pedestrian crossing, school crossing, etc. with details as required by the City 46 6-5-2(K) Sidewalks and walkways with detail, width, and location ---PAGE BREAK--- 47 6-5-2(L) Greenbelt or landscape screening with planting plan, and details as required by the City to separate specific zones from residential areas, and adjacent to arterial roadways, waterways, and railroads 48 6-5-2(M) Street lighting locations coordinated with the electrical department 49 6-5-2(M) Transformers and main meter locations coordinated with the electrical department 50 6-5-3 In lieu of the actual installation of required public improvements before filing of the final plat, the Council may permit the subdivider to provide a financial guarantee of performance in one or a combination of the following arrangements for those requirements which are over and beyond the requirements of any other agency responsible for the administration, operation and maintenance of the applicable public improvemets 51 6-5-3(A) Surety Bond: 1. Accrual: The bond shall accrue to the City covering construction, operating and maintenance of the specific public improvement. 2. Amount: The bond shall be in an amount equal to the one hundred ten percent (110%) of the total estimated cost for completing construction of the specific public improvement, as estimated by the City Engineer and approved by the Council. 3. Term Length: The term length in which the bond is in force shall be for a period to be specified by the Council for the specific public improvement. 4. Bonding From Surety Company: The bond shall be with a surety company authorized to do business in the State of Idaho, acceptable to the Council. 5. Escrow Agreement: The escrow agreement shall be drawn and furnished by the Council. 52 6-5-3(B) Cash Deposit, Certified Check, Negotiable Bond Or Irrevocable Bank Letter Of Credit: 1. Treasurer, Escrow Agent Or Trust Company: A cash deposit, certified check, negotiable bond or an irrevocable bank letter of credit, such surety acceptable by the Council shall be deposited with an escrow agent or trust company. 2. Dollar Value: The dollar value of the cash deposit, certified check, negotiable bond or an irrevocable bank letter of credit, shall be equal to one hundred ten percent (110%) of the estimated cost of construction for the specific public improvement, as estimated by the City Engineer and approved by the Council. 3. Escrow Time: The escrow time for the cash deposit, certified check, negotiable bond or irrevocable bank letter of credit shall be for a period to be specified by the Council. 4. Progressive Payment: In the case of cash deposits or certified checks, an agreement between the Council and the subdivider may provide for progressive payment out of the cash deposit or reduction of the certified check, negotiable bond or irrevocable bank letter of credit, to the extent of the cost of the completed portion of the public improvement, in accordance with a previously entered into agreement ---PAGE BREAK--- 53 6-5-3(C) Conditional Approval Of Final Plat: With respect to financial guarantees, the approval of all final subdivision plats shall be conditioned on the accomplishment of one of the following: 1. The construction of improvements required by this Title shall have been completed by the subdivider and approved by the Council. 2. Surety acceptable to the Council shall have been filed in the form of a cash deposit, certified check, a negotiable bond, irrevocable bank letter of credit or surety bond. 54 6-5-4 Before approving a final plat and construction plans and specifications for public improvements, an agreement (this application) between the subdivider and the Council shall be made to provide for checking or inspecting the construction and its conformity to the submitted plans. 55 6-5-5 In the event the subdivider shall, in any case, fail to complete such work within the period of time as required by the conditions of the guarantee for the completion of public improvements, it shall be the responsibility of the Council to proceed to have such work completed. In order to accomplish this, the Council shall reimburse itself for the cost and expense thereof by appropriating the cash deposit, certified check, irrevocable bank letter of credit or negotiable bond which the subdivider may have deposited in lieu of a surety bond, or may take such steps as may be necessary to require performance by the bonding or surety company, and as included in a written agreement between the Council and the subdivider. 56 6-3-33(B) City Sanitary Sewer Manhole Details (check for latest details) 57 6-3-3-3(B) City Cover and Frame Details (check for latest details) 58 6-3-3-3(B) City Manhole Collar Details (check for latest details) 59 6-3-3-3(B) City Sanitary Sewer Standard Service Marker (check for latest details) 60 6-3-3-3(B) City 1" Water Service (check for latest details) 61 6-3-3-3(B) City 1.5" & 2" water meter details (check for latest details) 62 6-3-3-3(B) City Fire Hydrant Details (check for latest details)