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Home My WebLink AboutCorrespondencev4rs OFFI ddd " � col �; �.1_-= C' • (cam �_� � r�<a�15:�_:%1"' 7Centon C. ward, CFaYL Surveyor of 3fami(ton County Phone (317) 776-8495 Fax (317) 776-9629 Suite 188 One 31amilton County Square Noblesville, Indiana 46o6o-2230 10/13/2020 Stoeppelwerth and Associates Inc. PM Jackson's Grant Section 8 We have reviewed the construction plans submitted to the Hamilton County Surveyor's Office on October 13, 2020, for this project and have the following comments: 1. The project falls in the incorporated area and MS4 jw•isdiction of the City of Carmel. 2. The proposed project DOES NOT fall in a Carmel Wellhead Protection Zone, 3. The proposed project falls in the Williams Creek Regulated Drain Watershed, 4. This project's drainage system is to be county regulated and will require the following procedural items: Petition for regulated drain subdivision, subdivision outlet permit for the discharge to the Stutz and Almond Regulated Drain, engineer's estimate, and all associated bonds for 120% of construction cost. 5. There does not appear to be any planned access to the regulated drains in this section. On the plat, please provide a minimum of 15 feet on either side of the regulated drains centerline whether via common area or a delineated easement and indicate that through the abbreviation "R.D.E". 6. Has compensatory storage been provided for fill being placed in the floodplain? Please show the limits of the fill in the floodplain occurring with the construction of the bridge and raising of lots as well as compensatory storage. If a fill/cut has not been previously approved, it will need to be with the approval of this section. 7. The minimum basement floor elevation must be located 2 feet above the Base Flood Elevation as established by the most recent FIRM map dated November 14, 2014, 8. Please provide a development plan showing the existing regulated drain easements for the Stutz and Almond Drain. Secondary plat will need to show the desired easement orientation of the Stutz and Almond Drain. Be advised, the office will not allow a reduction in the easement at any point where a lot is not encroaching into the current 75 foot easement. 9. A walk of the Stutz and Almond drain is needed to explore needs for improvements. Please contact me at samuel clark( Lhamiltoncoantydn.gov so that we may schedule a time to meet on - site with my inspector. 10. Please provide updated construction plans/drainage calculations once all TAC comments have been addressed 11. Please note, additional comments may be warranted at a later date. Should you have any questions, I can be reached at samueldark@hamiltoncounty.in.gov Sincerely, -9737, Sam Clark Plan Reviewer This instrument is being re -recorded to include Exhibit A, whicIr was inadvertently omitted from the first recording. 5084862 <arder 12 °� PGS Jennifer HAMILT cIN Re ad as III IIII IIIIA�I IIIVkIIIIIIiI�IIIIV�II�N WIIIYI MASTER DECLARATION 'OVENANTS, CONDITIONS AND RESTRICTIONS FOR JACKSON' S GRANT A RESIDENTIAL DEVELOPMENT IN CARMEL, INDIANA The undersigned JACKSON'S GRANT REAL ESTATE COMPANY, LLC, an Indiana limited liability company (hereinafter referred to as "Developer"), as owner and developer of real property described in Exhibit A attached hereto and known as Jackson's Grant (referred to herein as the "Subdivision'), comprised of seven (7) separate Neighborhoods known as: Stableside, Bridgemont, Exmoor, westvale, Creekside, Northvale, and The Hamlet, imposes the following plat restrictions and covenants on the Subdivision for the benefit of all present and future Owners (as hereinafter defined) of any Lot in the Subdivision. DECLARATIONS All Lots, including single and multi -family Lots within the Subdivision, shall be subject to the following development standards, restrictions, covenants, conditions and assessments, which are for the benefit of all Owners (as hereinafter defined) and occupants within the Subdivision and which shall run with the properly and shall be binding on all Owners and all persons claiming under them for a period of fifteen (15) years from the date these covenants are recorded, at which time said covenants shall be automatically extended for successive periods of fifteen (15) years each, unless at any time after the turnover of the Master Association to the Owners a majority of the then Owners in the Subdivision agree to change or terminate said covenants in whole or in part and on the condition that an instrument to that effect signed by the Owners voting in favor of such change has been recorded; provided, however, that no change or termination of said covenants shall affect any easement hereby created or granted unless all persons entitled to the beneficial use of such easement shall consent thereto. 2018003779 DECL $84.00 01/28/2016 03:25:23P 22 PGS Jennifer Hayden HAMILTON County Recorder IN Recorded an Presented Article 2. Use Restrictions 1.01 Each Lot shall be used for residential purposes only. Lots shall be used for both single family and multi -family residential purposes. "Residence shall mean either (i) each unit with a multi -family building designed for single residential occupancy including one-half (W) of the thickness of any party wall separating the Residence from another Residence within the building, or (ii) a single family detached residence. A "Lot" shall mean and refer to the portion of a lot associated or platted with a Residence as may be described in the deed conveying the Residence to an Owner or the entire Lot associated with a single family detached Residence. However, the Developer, its agents or assigns, may use Lots for construction and sales purposes during any building and sales period. An "Owner'° shall mean and refer to the record title Owner of a Lot in the Subdivision, and shall be all Owners, jointly and severally, ifthere is more than one Owner ofrecord 1.02 No Residence, building, shed, fence, flagpole, mailbox, light pole or fixture, swimming pool, tennis court, pavement, driveway, awning, wall or structure of any kind shall be erected, placed or altered on any Lot without first obtaining the written consent of the Architectural Review Board subsequently described herein. All requests for approvals from the Architectural Review Board shall be in writing, shall be dated, shall specifically request approval of the contemplated improvement(s) and shall be accompanied by detailed plans and specifications for the proposed improvements showing, where applicable, the size, location, type, architectural design, spacing, quality, use, construction materials, color scheme, grading plan and finished grade elevation for said improvements. 1.03 Residences within the Subdivision shall have the following minimum square footage, exclusive ofbasements, open porches, garages and other unheated areas. Each Residence shall have an attached garage with space for not less than two (2) automobiles. 1 sin Story Stableside 1 600 2,000 Brid emont 1 600 2,000 Exmoor 1,600 2,000 Westvale 2 400 3,000 Creekside - - - - 2,000 2,500 Northvale 2 400 3,000 Hamlet 1200 1 600 1.04 All structures or improvements commenced on a Lot must be completed within nine (9) months from the date of commencement. 1.05 Two carriage lights on the front of the home or a front yard(s) light providing dusk to dawn lighting are to be installed on each Lot at the time of construction of a Residence. The Owner shall maintain the lights in operating condition at all times. 1.06 No detached storage buildings shall be permitted on any Lot. 1.07 No towers of any description or satellite dish antennas greater than thirty-nine (39) inches in diameter will be permitted on any Lot without the written approval of the Architectural Review Board. Said Board may deny any such request in its sole and absolute discretion or may attach such conditions as it deems necessary or appropriate. Any satellite dish antenna Iess than thirty-nine (39) inches in diameter shad require Architecture Review Board approval as to location, color and other aesthetic conditions. 1.08 No Residence shall have a sump pump which discharges directly into the street through a curb. 1.09 No building shall be located nearer to any street than the building setback line show on the recorded plat of the Subdivision. The setback areas designated on the recorded plat shall be for lawn purposes only. This covenant'shall not be construed to prevent the use of the setback areas for walls, fencing, walks, drives, trees, shrubbery, flowers, or ornamental plants used for the purpose of beautification. I.10 No structures or materials shall be placed or permitted within the utility or drainage easement areas as designated on the recorded plat of the Subdivision. Plantings within said utility or drainage easement areas are at the Owner's sole risk of loss if such plantings, as determined solely by the applicable utility authority or the Architectural Review Board, would damage or interfere with the installation or maintenance of utilities or would change or retard the flow of surface water from its proper course. Each Owner shall maintain such portion of any utility or drainage easement area as is located upon such Owner's Lot. 1.11 No business activities of any kind shall be conducted on any Lot or open space in the Subdivision without the approval of the Master Association; provided, however, that the foregoing shall not apply to the business activities of Developer or the construction, sale or maintenance of Lot by authorized builders or by Developer, its agents or assigns, during the construction and sales period. 1.12 No clothesline shall be located on any Lot. No laundry articles shall be left outdoors overnight or any time on Saturdays or Sundays. 1.13 No automobile, bus, camper, motor home, trailer, boat, other watercraft, snowmobile, motorcycle or other similar vehicle shall be stored on any Lot unless housed within a garage building. For purposes of this section a vehicle shall be considered "stored" if inoperable, put up on blocks or covered with a tarpaulin and it remains in such condition for a period of seven (7) consecutive days. 1.14 No Lot shall be used as a dumping ground or storage area for rubbish, machinery, scrap, paper, glass or other such materials. Garbage or other waste shall be kept in trash containers. All containers used for the storage or disposal of trash or recyclable materials shall be kept in a clean and sanitary condition and screened from public view. Building materials to be used in the construction of approved structures may be stored on or within a Lot, provided such building materials are incorporated into the approved improvement within ninety (90) days after their delivery to such Lot. 3of19 1.15 No sod, dirt or gravel, other than incidental to the construction of an approved structure or the normal maintenance of lawn areas, shall be removed from any Lot without the written approval of the Architectural Review Board. 1.16 No weeds, underbrush or unsightly growths or objects of any kind shall be permitted to remain on any Lot. All lawn areas shall be maintained in a neat and orderly manner and shall be mowed on a regular basis. The Master Association may regulate and control the maintenance of lawn areas by publishing rules and regulations as it deems necessary from time to time. 1.17 No geothermal or solar heating system shall be installed on any Lot or on any Residence thereon without the prior approval of all applicable agencies and the Architectural Review Board. 1.18 No animals, livestock or poultry of any kind shall be raised, bred or kept on any Lot, except that dogs, cats or other usual household pets may be kept on a Lot, so long as such pets are not kept, bred or maintained for any commercial purpose. No animal shall be permitted to run loose or become a nuisance to any Owner. The Master Association may regulate and control the maintenance of seich household pets by publishing such rules and regulations as it deems necessary from time to time. 1.19 Permitted Signs shall include only those professionally constructed signs which advertise a home on any Lot for sale, and which are non -illuminated and less than or equal to 6 square feet in size {"Permitted Signs'). With the exception of Permitted Signs, all signs including, but not Iimited to those advertising a garage sale or a Lot "For Lease", must be approved by the Architectural Review Board before being placed upon any Lot or Common Area, or displayed from a Residence. No more than one sign (including a permitted Sign) may be displayed on a Lot or from a Residence at anyone time. All Permitted Signs advertising a Lot for sale shall be removed within three (3) business days of the conveyance ofthe Lot. Signs advertising a Lot for "Rent to Own", or something similar, are expressly prohibited and may not be placed on a Lot or displayed from a Residence constructed thereon. The Developer and designated builder(s) are expressly exempt from the requirements of this Section 1.19 and may post any signs in Common Areas and Lots owned by Developer and/or designated builder(s), as approved by Developer. 1.20 All tanks for the storage of propane gas, fuel or oil shall be located beneath ground level, except that propane tanks for service to the entire Subdivision or, on a temporary basis, for construction of an approved structure may be located above ground. 1.21 No well for the production of gas, water or oil, whether intended for temporary or permanent purposes, shall be drilled or maintained on any Lot without the written consent of the Architectural Review Board. 1.22 No chain link fence will be permitted on any Lot. Acceptable fence styles and materials shall be established by the Board of Directors. Any fence to be installed on a Lot shall be submitted to the Architectural Review Board for its review and approval prior to installation. 1.23 No above ground swimming pools in place for more than forty-eight (48) consecutive hours will be permitted on any Lot. 1.24 Noticing shall be done, placed or stored on any Lot which may endanger the health or unreasonably disturb the occupants of neighboring Residences. 1.25 Each Owner within the Subdivision, upon acquisition of title to a Lot, shall automatically become a member of the Master Association created in accordance with Article 3.01 hereof. Such membership shall be an appurtenance to and shall not be separated from ownership of the Lot and such membership shall terminate upon the sale or other disposition by such member of such Lot ownership. 1.26 Invalidation of any of these covenants and restrictions by judgment or court order shall in no way affect any other provision hereof, all of which shall remain in full force and effect. 1.27 Except as otherwise approved by the Developer in connection with a builder's model home sales center, all outside lighting contained in or with respect to the Subdivision shall be of an ornamental nature compatible with the architecture of the project and shall provide for projection of light so as to not create a glare, distraction or nuisance to the other Owners. 1.28 No fence, wall, hedge or shrub planting which obstructs sight lines at elevations between two (2) and nine (9) feet above the street shall be placed or permitted to remain on any corner Lot within the triangular area formed by the street property lines and a line connecting points twenty-five (25) feet from the intersection of the street lines extended or in the case of a rounded property corner, from the intersection of the street lines extended. The same sight line limitations shall apply to any Lot within ten (10) feet from the intersection of a street line with the edge of a driveway or alley line. No tree shall be permitted to remain within such distances of such areas unless the foliage line is maintained at a sufficient height to prevent obstruction of such sight lines. 1.29 Jackson's Grant will be developed into seven (7) separate neighborhoods {hereinafter described as a "Neighborhood" or specifically as Stableside, Bridgemont, Exmoor, Northvale, Creekside, Westvale and Hamlet. Each Neighborhood may have supplemental use restrictions, covenants and assessment levels in addition to those provided for in this Declaration. Each Neighborhood may establish its own sub declaration ("Neighborhood Declaration") or homeowners association "Neighborhood Association" to provide for additional covenants, conditions, restrictions or assessments specific to its Neighborhood. In the event of any conflict between Neighborhood Declarations and this document, this document shall prevail. 1.30 No play -sets, trampolines or sandboxes shall be permitted on any Lot within the Stableside, Bridgemont, Exmoor or Hamlet Neighborhoods. 1.31 It shall be lawful for the Developer, City of Carmel, Hamilton County, the Master Association or Owner within the Subdivision to prosecute any proceedings at law or in equity against a person or persons violating or attempting to violate any covenant or restriction contained herein. The proceeding may seek to prevent such person or persons from violating or continuing to 5of19 violate the restrictions or to recover damages for such violation together with the costs incurred in enforcement of the restrictions. Article 2. Additional Drainage Easement Restrictions Drainage easements shown on the recorded plat of the Subdivision may include storm water detention or retention areas designed to direct, detain or retain water. The following covenants and restrictions are for the benefit of all Owners in the Subdivision and are to run with the land and shad be binding on all parties, on all Owners, and all persons claiming under them forever, as follows: 2.01 No Owner shall door permit to be done any action or activity which would result in (a) the pollution of any retained water, (b) the diversion of water, (c) a change in the elevation of the water Ievel, (d) silting or (e) an adverse effect on water quality, drainage or proper water management, or which would otherwise impair or interfere with the use of such areas for drainage and related purposes for the benefit of all Owners. 2.02 No boating, fishing, swimming, ice skating or other recreational activity shall be conducted in, on or above said drainage easement areas. 2.03 The Master Association shall have the right to establish rules regarding the use of any drainage easement areas, provided such rules are not in conflict with any other provision contained herein, and are reasonably established to protect the safety and welfare of the Owners and their guests, or are established to assure the continued service of the areas for the purposes for which they were designed. 2.04 The Developer, City of Carmel, Hamilton County, the Master Association or any Owners within the Subdivision may prosecute proceedings at law or in equity against any person or persons violating or attempting to violate any of the above covenants and restrictions or seek restraining orders or other mandatory relief for the correction of any interference with or damage to the drainage and detention or retention system, and to recover compensation for any damages incurred by the complaining party together with the costs incurred in enforcement of the restrictions. Article 3. Homeowners' Association 3.01 After the recording of this Declaration, Developer shall form and incorporate a Homeowners' Association, to be known as the "Jackson's Grant Homeowners Association" (hereafter "Master Association") to promote the common interest of all Owners, to handle maintenance of certain areas within the Subdivision as set forth below and to promote compliance with the covenants, conditions and use restrictions set forth in this Declaration. The Master Association shall be comprised of all Owners in the Subdivision. Developer reserves the right to expand the membership and duties of the Master Association to include other areas or sections of Jackson's Grant to be developed in the future on contiguous property that is not presently part of the Subdivision. Said areas or sections shall be considered "Expansion Property", the Owners of which may, at the option of Developer, be required to become members of the Master Association. If the Developer elects to develop Expansion Property and elects to include the Owners in any portion of the Expansion Property as members in the Master Association and to expand the Master Association's responsibilities to include similar duties for such portion of the Expansion Property, Developer may do so by filing an amendment to this Declaration to include such Expansion Property within fifteen (15) years from the date hereof, explicitly setting forth that the Owners within such portion of the Expansion Property shall become members of the Master Association and detailing the additional rights and obligations of the Master Association. Each Neighborhood by a majority vote of Owners in said Neighborhood or by Developer Prior to turnover may establish a Neighborhood Association and record a Neighborhood Declaration to promote the common interest of said Neighborhood to provide for; additional common maintenance, additional use restrictions, additional covenants, additional services and supplemental assessments to fund said maintenance or services, for the benefit of all Owners in said Neighborhood. 3.02 (a) "Common Areas" means (i) all portions of the Subdivision (including improvements thereto) shown on any plat of a part of the Subdivision which are not located on Lots and which are not dedicated to the public and (ii) all facilities, structures, buildings, improvements and personal property owned or leased by the Master Association from time to time, Common Areas may be located within a public right-of-way or in an easement area as shown on the Plat. (b) "Common Expenses" means (i) expenses of and in connection with the operation, maintenance, repair or replacement of the Common Areas and related improvements thereon and the performance of the responsibilities and duties of the Master Association, including, without limitation, expenses for the improvement, operation, maintenance, replacement or repair of the structures, improvements, lawn, foliage and landscaping located in a Common Area (and areas within an easement located on a Resident Lot Area to the extent the Master Association deems it necessary to maintain such easement) including adequate reserves for replacement of buildings, improvements, furniture, fixtures or equipment (ii) expenses of and in connection with the maintenance, repair or continuation of the drainage facilities located within and upon the easements, including BMP's in accordance with the Operations and Maintenance Manuals established for each BMP, (iii) all judgments, liens and valid claims against the Master Association, (iv) all expenses incurred in the administration of the Master Association and (vi) may include if applicable, expenses associated with trash pick-up within the Subdivision. 7of19 3.03 Individual Lot Maintenance. Within the Stableside, Bridgemont and Exmoor Neighborhoods, the Master Association shall (i) Provide to all Owners, at each Owner's election and expense, maintenance of lawn located on Owner's Lot as well as in adjacent street right-of-ways (tree lawns). Maintenance of lawns shall mean the mowing of grass, including edging around fences, shrubs and bushes, fertilizing and weed control of the lawn and the care, fertilizing, trimming, removal and replacement of trees planted by Developer or Builder and any other services mutually agreed to by the Master Association and the Owner(s). It shall not include the watering of lawns on Owner's Lot which shall be the responsibility of the Owner nor the care and maintenance of (i) shrubs, (II) trees which were not planted by Developer or Builder, (iii) flowers, or (iv) other plants on any Owner's Lot, unless otherwise agreed to by the Master Association. The Master Association and its contractors or agents are hereby granted an easement on each Owner's Lot to perform such maintenance. (ii) Provide to all Owners, at each Owner's election and expense, snow removal services for Owners driveway, sidewalk and front walkways. The Master Association and its contractors or agents are hereby granted an easement on each Owner's Lot to perform snow removal. (iii) The Master Association may charge the Lot Maintenance Assessments for the foregoing services on any reasonable basis, which may include charging the Owners electing such services on an equal basis or differentiating charges by size, configuration or location. Further, the Master Association may require minimum time periods or seasons for the providing of such services so that an Owner may not be entitled to cancel such services during such minimum time period. Further, such services may be suspended or terminated during any period of time that an Owner is in default of payment of any Assessments. 3.04 The management and control of the affairs of the Master Association shall be vested in its Board of Directors. The Board of Directors shall be composed of between three (3) and nine (9) members. The initial members of the Board of Directors shall be selected by Developer (the "Developer Board'. The Developer Board shall serve until (a) that date which is ninety (90) days after 100% of all Lots within the Subdivision and 100% of all Lots within the Expansion Property which have been developed and made a part of the Subdivision as set forth above in Article 3.01 have been sold, or (b) Developer elects to turn over control ofthe Master Association to the Owners, whichever shall first occur (the "Applicable Date'). Upon the incapacity, resignation or death of any member of the Developer Board, a successor, who shall serve the remaining term of the departed director, shall be appointed by the remaining members of the Board of Directors within three (3) months after the incapacity, resignation or death of the departed director. Subsequent board members shall be elected by a majority of the Owners as more fully set forth in the Articles of Incorporation and By -Laws for the Master Association. After turnover, at least one Owner from each Neighborhood shall serve on the Board of Directors on a continuous basis. 3.05 The Master Association, or its agents or assigns, shall have the right to enter onto any common area, open space, public right-of-way or easement area as shown on the recorded plat of the Subdivision, if any, as it from time to time deems necessary for the purpose of maintaining the same. Such maintenance may include, but shall not be limited to: (a) regular mowing, trimming and fertilizing of grassy areas; (b) periodic mulching of landscape beds within the Subdivision; (c) regular weeding of landscape beds; (d) flower planting within the Subdivision; (e) maintenance of street lighting, if any, and associated electric service billings; (f) repair of any permanent signs; (g) repair of any Common Area wall, monument or fencing; (h) repair and maintenance of any private street, alley or paseo located in a Common Area; (i) operations, maintenance and repair of any community pools, buildings, playgrounds, pathways or other Common Area amenities; 0) to arrange for plowing and/or removal of snow from private streets, alleys and paseos located within Common Areas and community walkways located within Common Areas; (k) treatment of water in any detention or retention areas to limit algae and grassy growth; and (1) maintaining, trimming, pruning, irrigation, fertilizing, removal and replacement of flowers, plants, trees and bushes, within Common Areas as necessary. (m) maintaining storm drainage detention areas (" BWEs) in accordance with the Operations and Maintenance Manuals. (n) maintenance of the Landscape Water Blocks located within Lots 269 and 270 in Jackson's Grant Section 2/Westvale Section 2 to include but not limited to repairing of sink holes, shifting of stone, erosion of side slopes or drainage channels and replacing the stone cobble spillways to ensure the proper transference of storm water as intended, whether platted as a common area or a Landscape Water Block Easement. 9 of 19 3.06 For the purpose of providing funds to carry out the responsibilities of the Master Association hereunder, exclusive of Lot Maintenance described in Section 3.03, the Master Association shall be empowered to levy, assess and collect from each Owner in the Subdivision an amount up to Nine Hundred Dollars ($900.00) per year (hereinafter the "Regular Assessment'j, irrespective of whether the Subdivision has been completed. Provided, however, that such limit of Nine Hundred Dollars ($900.00) per Lot per year may be increased or decreased in proportion to any increase or decrease in the Consumer Price Index of the U.S. Bureau of Labor Statistics from the base period of December 2015. If the Master Association elects to provide trash pick-up service through the Master Association as provided for in Section 3.02 (b) (vi) hereof, the cost of trash pick- up shall be assessed in addition to the Regular Assessment described herein. Any fees assessed by the Master Association in excess of Nine Hundred Dollars ($900.00), plus the cost of trash pick-up if applicable per Lot per year, or its adjusted equivalent, must be approved by the Developer Board, if prior to Turnover, or by a majority of the Owners thereafter. In addition to the assessment set forth above, upon the closing of the initial conveyance of each Lot to the first Owner of the respective Lot other than Developer or builder, the Owner shall pay to the Association, in addition to any other amount then owed or due to the Association, as a contribution to the working capital of the Association and its start-up fund, an amount equal to Five Hundred Dollars ($500.00), which payment shall be non-refundable and shall not be considered as an advance payment of any Regular or Special Assessment or other charge owed the Association with respect to such Lot. The working capital and start-up fund shall be held and used by the Association for payment of, or reimbursement to, Developer for advances made to pay expenses of the Association for its early period of operation to enable the Association to have cash available to meet unforeseen expenditures or to acquire additional equipment or services deemed necessary by the Board of Directors. 3.07 In addition to Regular Assessments, the Board of Directors of the Master Association may make special assessments against each Lot (a "Special Assessment") for the purpose of defraying, in whole or in part, the cost of constructing, reconstructing, repairing or replacing any capital improvement which the Master Association is required to maintain or the cost of special maintenance and repairs or to recover any deficits (whether from operations or any other loss) which the Master Association may from time to time incur, but only with the assent of two-thirds (2/3) of the members of each class of members of the Master Association, if more than one, who cast votes in person or by proxy at a duly constituted meeting of the members of the Master Association called for such purpose. The Board of Directors of the Master Association shall fix the amount of the Regular Assessment at least thirty (30) days in advance of each annual assessment period. Written notice of the Regular Assessment, any Special Assessments and such other assessment notices as the Board of Directors shall deem appropriate shall be sent to each Owner subject thereto. The due dates for all assessments shall be established by the Board of Directors of the Master Association. The Board of Directors may provide for reasonable interest and late charges on past due installments of assessments. 3.08 Neither the Developer, nor any builder or any related entity being expressly exempted by Developer, shall be assessed any portion of any Regular or Special Assessment during the development period of the Subdivision until one hundred percent (100%) of all Lots within the Subdivision and one hundred percent (100%) of all Lots within the Expansion Property, if any, have been developed and made a part of the Subdivision. 3.09 In addition to Regular and Special Assessments, the Board of Directors of the Master Association may make "Lot Maintenance Assessments" against individual Lots ("Lot Assessments") for the purpose of providing lawn maintenance and snow removal services for Owners that have elected such services as set forth in Section 3.03 hereof. 3.10 Any amount assessed or levied hereunder by the Master Association against an Owner shall become a lien on each Lot until paid. Any assessments which are not paid within thirty (30) day of the due date shall be delinquent. As long as an assessment remains delinquent, a late fee of twenty-five dollars ($25.00) will be charged per month until the assessment is paid in full. In the event any amount so assessed or levied is not paid when due and remains in arrears for more than sixty (60) days, the Master Association may file with the Hamilton County Recorder a Notice of Lien. The Notice of Lien shall contain a description of the Lot against which the lien exists, the name or names of the Owner or Owners thereof, and the amount of the unpaid portion of the assessment or assessments. The lien provided for herein shall remain valid for a period of five (5) years from the date a Notice of Lien is duly filed, unless sooner released or satisfied in the same manner provided for by Indiana law for the release and satisfaction of mortgages on real property or until discharged by the final judgment or order of the Court in an action brought to discharge the lien. The lien shall secure not only the amount of the unpaid assessments and late fees, but also the costs incurred in collection, including, but not limited to interest, attorney's fees and court costs. The lien of the assessment provided for herein shall be subject and subordinate to the lien of any duly executed mortgage on any Lot recorded prior to the recording of the Notice of Lien. The holder of any such mortgage which comes into possession of a Lot pursuant to the remedies provided in the mortgage, foreclosure of the mortgage, or deed or assignment in lieu of foreclosure shall take the property free of claims for unpaid installments of assessments or charges against the Lot which become due and payable prior to the time such holder or purchaser takes title to the Lot. 3.11 No member of the Board of Directors shall be liable to the Owner(s) or any other person for any error or mistake of judgment exercised in carrying out his duties and responsibilities as a director, except in the case of willful misconduct or gross negligence. Further the Master Association shall indemnify and hold harmless and defend each of the directors against any and all liability to any person, firm or corporation arising out of any contract made by the Board of Directors on behalf of the Master Association, unless any such contract shall have been made fraudulently. It is intended that no director shall have personal liability with respect to any contract made by any board member on behalf of the Master Association. 3.12 The Master Association shall indemnify, hold harmless and defend any person, his heirs, assigns and legal representatives, made a party to any action, suit or proceeding by reason of the fact that he is or was a director of the Master Association, against the reasonable expenses, including attorneys fees, actually and necessarily incurred by him in connection with the defense of such action, suit or proceeding, or in connection with any appeal therein, except as otherwise specifically provided herein in relation to matters as to which it shall be adjudged in such action, suit or proceeding that such director is liable for gross negligence or willful misconduct in the 11 of 19 performance of his duties. The Master Association shall also reimburse to any such director the reasonable costs of settlement of, or judgment rendered in, any action, suit or proceeding, if it shall be found by a majority vote of the Owners that such director was not guilty of gross negligence or willful misconduct. In making such findings and notwithstanding the adjudication in any action, suit or proceeding against a director, no director shall be considered or deemed to be guilty of or liable for negligence or misconduct in the performance of his duties where, acting in good faith, such director relied on the books and records of the Master Association or statements or advice made by or prepared by the managing agent (if any) or any officer or employee thereof, or any accountant, attorney or other person, firm or corporation employed by the Master Association to render advice or service, unless such director had actual knowledge of the falsity or incorrectness thereof, nor shall a director be deemed guilty of, or liable for, negligence or misconduct by virtue of the fact that he failed or neglected to attend a meeting or meetings of the Board of Directors. 3.13 Any and all of the rights, powers, duties and obligations assumed by, reserved to, created in or given to the Master Association may be exercised by Developer until such time as the Master Association is formed and control thereoftransferred to the Owners. At such time as control of the Master Association is transferred to the Owners, Developer may reserve the exclusive right to approve the plot plan, construction plans, color scheme and landscape plan associated with any structure on any Lot on which a Residence has not yet been completed and occupied, so long as Developer clearly identifies the Lots for which it is retaining such right at the time of the turnover. Developer shall maintain said right of approval for each Lot until such time as a Residence has been completed on that Lot and occupied by the homebuyer. 3.14 At the option of the Master Association, trash and refuse disposal for each Lot will be provided by the Master Association on a weekly basis. The community shall not contain dumpsters or other forms of general or common trash accumulation except to facilitate development and Residence construction. No Lot shall be used or maintained as a dumping ground for trash. Rubbish, garbage and other waste shall be kept in sanitary containers. All equipment for storage or disposal of such materials shall be kept clean and shall not be stored on any Lot in open public view. No rubbish, garbage or other waste shall be allowed to accumulate on any Lot. No homeowner or occupant of a Lot shall bum or bury any garbage or refuse. Article 4. Architectural Review Board An Architectural Review Board (the "ARB ") is hereby established as a standing ARB of the Master Association to carry out the functions set forth for it in this Declaration. The Architectural Review Board's procedures and duties shall be as follows: 4.01 The ARB shall be composed of between three (3) and nine (9) members. The Developer shall appoint the initial members of the ARB. 4.02 The initial members of the ARB shall serve until such time as the Developer turns over control of the Master Association to the Owners, as set forth in Article 3.04 hereof. Any subsequent members shall be appointed by the Master Association and shall serve for terms of three (3) years, except that the first appointed members of the ARB shall serve for staggered terns of one (1), two (2), and three (3) years as directed by the Board of Directors of the Master Association. All members of said ARB shall serve until the expiration of their terms or until their incapacity, resignation or death. Upon the incapacity, resignation or death of a member of the ARB, a successor, who shall serve the remaining term of the departed ARB member, shall be appointed by the Board of Directors ofthe Master Association within three (3) months after the incapacity, death or resignation of the departed member. After turnover of the Master Association to the Owners by Developer, the ARB shall include one lot Owner from each Neighborhood at all times. 4.03 The Use Restrictions require the submission of detailed plans and specifications to the ARB prior to the erection of, placement on, or alteration of any structure or improvement on any Lot. The intent is to achieve an architecturally harmonious, artistic and desirable residential subdivision. Therefore, while considering the approval or disapproval of any plans and specifications submitted, the ARB is directed to consider the Jackson's Grant Pattern Book, zoning commitments for the Subdivision, appropriateness of the improvement contemplated in relation to the improvements on contiguous or adjacent lots, the artistic and architectural merits of the proposed improvement, the adaptability of the proposed improvement to the Lot on which it is proposed to be made, and such other matters as may be deemed by the ARB members to be in the interest and benefit of the Owners in the Subdivision as a whole. Further, builders must be approved by Developer or by the ARB until such time as the Developer turns over control of the Master Association as set forth in Article 3.04 hereof. Such approval shall be based upon the willingness to build in accordance with approved plans and specifications, familiarity with the Jackson's Grant Pattern Book, quality of past work, client satisfaction, compatibility with other multi -lot builders and financial capibiIities. Builders must agree to comply with construction regulations (including those referenced in Article 4.09), and dispose of construction debris properly and build in accordance with the approved plans and specifications. Failure to comply may result in fines, forfeiture of a deposit and revocation of the right to build in the Subdivision. 4.04 To assist it in making its determinations, the ARB may require that any plans and specifications submitted to the ARB be prepared by a registered architect or civil engineer. The ARB shall also have the right to require any other reasonable data including, but not limited to, grading or elevation plans, material lists, landscape plans and color scheme designations. 4.05 The ARB's decisions shall be in writing and shall be binding upon all parties in interest. The ARB shall make every reasonable effort to approve, disapprove or request additional information with respect to any submitted request for approval within thirty (30) days after said request shall have been properly submitted to the ARB for approval. A properly submitted request shall be in writing and shall comply with the provisions of Article 1.02 hereto. The failure of the ARB to approve, disapprove or request additional information within said time period shall be deemed a denial of any properly submitted request. 4.06 The approval of any plans and specifications by the ARB shall not constitute a representation or warranty by it as to the quality of the workmanship, materials or architectural or engineering design covered thereunder, or the proposed work's feasibility or compliance with any applicable laws. 4.07 If, in the opinion of the ARB, the enforcement of these restrictions would constitute a hardship due to the shape, dimension or topography of a particular Lot in the Subdivision, the ARB 13 of 19 may permit a variation which will, in its judgment, be in keeping with the standards of the Subdivision. 4.08 In the case of a tie vote by Members of the ARB on any matter, the matter shall be referred to the Board of Directors of the Master Association for final determination. 4.09 The Developer and ARB shall also have the right to adopt policies and regulations concerning construction requirements for site development during construction which may include drainage and swale requirements, tree preservation plans, street tree and sidewalk installation, and additional responsibilities of the Owner or Builder during construction (the "Construction Regulations'). The Construction Regulations may be set forth in the Purchase Agreement between Developer and any Builder or Owner, in which case they shall govern the requirements applicable to such buyer to the extent inconsistent with any Construction Regulations otherwise adopted by Developer or ARB. The Construction Regulations shall run with and be binding upon subsequent Owners of any Lot to the extent that there are any transfers made prior to the initial home construction. Article 5. Other Conditions 5.01 All transfers and conveyances of each and every Lot in the Subdivision shall be made subject to these covenants and restrictions. 5.02 Any failure to enforce these restrictions shall not be deemed a waiver thereof or an acquiescence in, or consent to, any continuing, further or succeeding violation hereof. 5.03 If any covenant, condition or restriction hereinabove contained, or any portion thereof, is invalid, such invalidity shall in no way affect any other covenant, condition or restriction. 5.04 All costs of litigation and attorney's fees resulting from violation of this Declaration shall be the financial responsibility of the Owner or Owners found to be in violation. 5.05 Developer reserves the right to amend this Declaration to the extent necessary to conform to any requirements imposed or requested by any federal agencies, local governing authorities, governmental agency, public authority or financial institution (including, but not limited to, the U.S. Department of Housing and Urban Development, the U.S. Veterans Administration, Federal National Mortgage Association, Federal Home Loan Mortgage Corporation, or similar entity) as a condition of the approval of this Declaration, by the execution and recordation of such amendment following notice to all Owners. Notwithstanding anything herein to the contrary, prior to the Applicable Date, Developer hereby reserves the right unilaterally to amend, revise or clarify the standards, covenants and restrictions contained in this Declaration for any reason. No such amendment, however, shall restrict or diminish materially the rights or increase or expand materially the obligations of Owners with respect to Lots conveyed to such Owners prior to the amendment or adversely affect the rights and interests of mortgagees holding first mortgages on Lots at the time of such amendment. Developer shall give notice in writing to such Owners and mortgagees of any amendments. Developer shall not have the right at any time by amendment of this Declaration to grant or establish any easement through, across or over any Lot which Developer has previously conveyers without the consent of the Owner of such Lot. All amendments to this Declaration shad be in writing and recorded among the appropriate land records. 5.06. Upon the earlier of the Applicable Date or the seven year anniversary of the recording ofthis Declaration, this Declaration also may be amended by a seventy-five percent (750/0) vote of the Owners in the Subdivision if prior to the Applicable Date, and by a majority vote if after the Applicable Date, so long as such amendments do not materially increase the obligation(s) of any Owner under any covenant, condition, term or provision without such Owner's consent. 5.07 Only the Lots contained in the Subdivision shall be subject to and bound by the restrictions, covenants and conditions set out in this Declaration and none of said provisions shall in any manner affect or be operative in respect to any other land of the Owner or its successors or assigns. Article 6. Property Rights 6.01 Owners' Easement of En ovment of Common Areas. Developer hereby declares, creates and grants a non-exclusive easement in favor of each Owner for the use and enjoyment of the Common Areas. Such easement shall run with and be appurtenant to each Owner's Lot, subject to the following provisions: (i) the right ofthe Master Association to charge reasonable admission and other fees for the use of the recreational facilities, if any, situated upon the Common Areas; (ii) the right of the Master Association to fine any Owner or make a special assessment against any Lot in the event a person permitted to use the Common Areas by the Owner violates any rules or regulations of the Master Association as long as such rules and regulations are applied on a reasonable and nondiscriminatory basis; (iii) the right of the Master Association to make reasonable regular assessments for use and maintenance of the Common Areas and any services provided by the Master Association such as trash collection (at the Master Association's option), snow removal, grass mowing or like service; (iv) the right of the Master Association to dedicate or transfer all or any part of the Common Areas or to grant easements to any public agency, authority or utility for such purposes and subject to such conditions as may be set forth in the instrument of dedication or transfer; (v) the right of the Master Association to enforce collection of any fines or regular or special assessments through the imposition of a lien; (vi) the rights of Developer as provided in this Declaration and in any plat of any part of the Subdivision; 15 of 19 (vii) the terms and provisions of this Declaration; (viii) the easements reserved elsewhere in this Declaration and in any plat of any part of the Subdivision; and (ix) the right of the Master Association to limit the use of Common Areas in a reasonable nondiscriminatory manner for the common good. 6.02 Permissive Use. Any Owner may permit his or her family members, guests, tenants or contract purchasers who reside in the Lot to use his or her right of enjoyment of the Common Areas. Such permissive use shall be subject to the By -Laws of the Master Association and any reasonable nondiscriminatory rules and regulations promulgated by the Master Association from time to time. 6.03 Conveyance of the Common Areas. Developer may convey all of its right, title, interest in and to any of the Common Areas to the Master Association by quitclaim deed, and such Common Areas so conveyed shall then be the property of the Master Association. Article 7. Maintenance 7.01 Maintenance of Lots and IMVMvements. Except to the extent such maintenance shall be the responsibility of the Master Association or Neighborhood Association under any of the foregoing provisions of this Declaration, it shall be the duty of the Owner, including any builder during the building process, to at all times maintain the Lot and any improvements situated thereon in such a manner as to prevent the Lot or improvements from becoming unsightly; and, specifically, such Owner shall: (i) Keep the grass on the Lot properly cut with such regularity as may be reasonably required in order to prevent unsightly growth of vegetation and noxious weeds. (ii) Keep the Lot, including any drainage utility and sewer easements located on the Lot, free of weeds, trash or construction debris and otherwise neat and attractive in appearance, including, without limitation, the property maintenance of the exterior of any structures on such Lot. (iii) Prevent the existence of any other condition that reasonably tends to detract from or diminish the aesthetic appearance of the Subdivision. (iv) Cut down and remove dead trees. (v) Keep the exterior of all improvements in such a state of repair or maintenance as to avoid their becoming unsightly. In the event that the Owner of any Lot in the Subdivision shall fail to maintain his Lot and any improvements thereon in accordance with the provisions set forth herein, the Master Association, after approval by a majority vote of the Board of Directors, shall have the right (but not the obligation), by and through its agents, employees and contractors, to enter upon said Lot and clean, repair, mow, maintain or perform such other acts as may be reasonably necessary to make such Lot and improvements situated thereon, if any, conform to the requirements of this Declaration. The cost of any such work shall be and constitute a Special Assessment against such Lot and the Owner thereof, whether or not a builder, and may be collected and enforced in the manner provided in this Declaration for the collection and enforcement of assessments in general. Neither the Master Association nor any of its agents, employees or contractors shall be liable for any damage which may result from any maintenance work performed hereunder. 7.02 Damage to Common Areas. In the event of damage to or destruction of any part of the Common Areas or any improvements which the Master Association is required to maintain hereunder, the Master Association shall repair or replace the same to the extent of the availability of insurance proceeds. If such insurance proceeds are insufficient to cover the costs of repair or replacement of the property damaged or destroyed, the Master Association may make a Special Assessment against all Owners to cover the additional cost of repair or replacement not covered by the insurance proceeds or against such Owners who benefit by the Special Assessments if less than all benefit. Notwithstanding any obligation or duty of the Master Association hereunder to repair or maintain the Common Areas, if, due to the willful, intentional or negligent acts or omissions of any Owner (including any builder) or of a member of the Owner's family or of a guest, tenant, invitee or other occupant of visitor of such Owner, damage shall be caused to the Common Areas, or if maintenance, repairs or replacements shall be required thereby which would otherwise be a Common Expense, then the Master Association shall cause such repairs to be made and such Owner shall pay for such damage and such maintenance, repairs and replacements, unless such loss is covered by the Master Association's insurance with such policy having a waiver of subrogation clause. If not paid by such Owner upon demand by the Master Association, the cost of repairing such damage shall be added to and constitute a Special Assessment against such Owner, whether or not a builder, and its Lot, to be collected and enforced in the manner provided in this Declaration for the collection and enforcement of assessments in general. 7.03 Common Drivewa s. Except for alleys and paseos which shall be maintained by the Master Association, when more than one Lot share a private drive or driveway, but are located on separate Lots, then the Owner of each Lot shall be equally responsible for the maintenance of the driveway. No Owner shall block access to the private drive, driveway or garage used for the other Lot. Either Owner may institute repair or maintenance of the driveway and the other Owner shall be equally responsible for the cost of the repair or maintenance. If any Owner fails to contribute for the Owner's share of the cost of repair or maintenance, the other Owner may bring an action to recover the costs and shall be entitled to receive costs, expense and reasonable attorneys' fees in pursuing collection of the costs. Article S. Remedies 8.01 Enforcement. Each Owner shall comply strictly with the provisions of this Declaration and with the administrative rules and regulations drafted pursuant hereto as the same may be lawfully amended from time to time and with decisions adopted pursuant hereto, and 17 of 19 administrative rules and regulations, and failure to comply shall be grounds for an action to recover sums due for damages or injunctive relief or both, maintainable by the Association on behalf of the Owners, or in a proper case, by an aggrieved Owner. 8.02 Grievance Procedures. Except with respect to default in payment of assessments and resulting remedies under Article 3, or any other "Exempt Claim" as defined in Indiana Code Section 32-25.5-5-4, prior to such enforcement the claimant and all other necessary parties must comply with the claim and grievance procedure set forth in Chapter 5 of Article 25.5, Title 32 of the Indiana Code, to the extent applicable, and such requirements shall equally apply to all Owners, the Association and the Board of Directors. [ SIGNATURE PAGE FOLLOWS ] IN WITNESS WHEREOF, said Jackson's Grant Real Estate Company, LLC has caused this instrument to be executed by its duly authorized representative this _A_ day of 2015. JACKSON'S GRANT REAL ESTATE COMPANY, LLC, By: Jackson's Grant evelopment Company, LLC, an Indiana 1• ' ed liability company, its manager BY: L&Omice M. Moon STATE OF OHIO ) ) SS: COUNTY OF LUCAS ) The foregoing instrument was acknowledged before me, a Notary Public in and for said county and state, this —/ jib _ day of e , 2015, by Lawrence M. Moon on behalf of Jackson's Grant Development Company, LLC, an Indiana limited liability company, manager of Jackson's Grant Real Estate Company, LLC. &k% dNotary Public County of Residence: amilizin My Commission Expires. 0 x j,71 16 This document prepared by: Christopher D. Long, Esq. +Illrf �. ;;,,� CANCI L. MCNINNIES-SNREVE Notary put?ifc. Stale of Indlena Krieg DeVault LLP ,..,,,ry. *;_,_,�_.,,. Hamilton county 2800 One Indiana Square : dBA�;' 44 My Commission fssion # aExpires Indianapolis, Indiana 46204 olit fp+ February 07.2020 EXHIBIT A JACKSON'S GRANT ON WILLIAMS CREEK SECTION 1A A part of Section 34, Township 18 North, Range 3 East, Clay Township, Hamilton County, Indiana, more particularly described as follows: Commencing at the Southwest corner of the Southeast Quarter of the Northwest Quarter of said Section; thence North 00 degrees 20 minutes 44 seconds East 1,314.57 feet along the West line of said Quarter Quarter Section, also being the West line of the dedicated right-of-way, recorded as Instrument #2015-044464, Dated: August 21, 2015 in the Office of the Recorder of Hamilton County, Indiana, to the North line of said right-of-way dedication and the Northwest corner of said Quarter Quarter Section; thence North 89 degrees 33 minutes 14 seconds East 45.00 feet along said North line to the POINT OF BEGINNING of this description; thence continuing North 89 degrees 33 minutes 14 seconds East 54.87 along the North line of said Quarter Quarter Section; thence South 00 degrees 20 minutes 44 seconds West 186.67 feet; thence South 46 degrees 11 minutes 58 seconds East 66.27 feet to a point on a curve concave easterly, the radius point of said curve being South 46 degrees 11 minutes 58 seconds East 175.00 feet from said point; thence southerly along said curve 132.73 feet to a point on said curve, said point being North 89 degrees 39 minutes 16 seconds West 175.00 feet from the radius point of said curve; thence South 00 degrees 20 minutes 44 seconds West 27.63 feet; thence South 89 degrees 39 minutes 16 seconds East 50.00 feet; thence North 89 degrees 34 minutes 53 seconds East 171.40 feet; thence South 86 degrees 44 minutes 43 seconds East 98.65 feet, thence South 84 degrees 50 minutes 19 seconds East 198.35 feet; thence South 81 degrees 19 minutes 22 seconds East 220.60 feet; thence South 89 degrees 43 minutes 06 seconds East 235.33 feet, thence North 81 degrees 29 minutes 45 seconds East 97.63 feet; thence North 08 degrees 30 minutes 15 seconds West 5.77 feet; thence North 81 degrees 29 minutes 45 seconds East 50.00 feet; thence North 80 degrees 48 minutes 02 seconds East 215.94 feet; thence North 88 degrees 01 minutes 57 seconds East 212.87 feet, thence North 89 degrees 30 minutes 51 seconds East 293.43 feet; thence South 69 degrees 27 minutes 24 seconds East 558.43 feet; thence South 26 degrees 34 minutes 50 seconds West 312.87 feet to a point on a curve concave southerly, the radius point of said curve being South 49 degrees 25 minutes 48 seconds West 178.00 feet from said point; thence westerly along said curve 209.03 feet to a point on said curve, said point being North 17 degrees 51 minutes 11 seconds West 178.00 feet from the radius point of said curve; thence South 72 degrees 08 minutes 49 seconds West 89.63 feet to a point on a curve concave westerly, the radius point of said curve being South 75 degrees 30 minutes 37 seconds West 375.00 feet from said point; thence southerly along said curve 162.18 feet to a point on said curve, said point being South 79 degrees 42 minutes 40 seconds East 375.00 feet from the radius point of said curve; thence South 10 degrees 17 minutes 21 seconds West 176.05 feet to the point of curvature of a curve concave northeasterly, the radius point of said curve being South 79 degrees 42 minutes 39 seconds East 25.00 feet from said point; thence southeasterly along said curve 45.13 feet to the point of tangency of said curve, said point being South 03 degrees 08 minutes 49 seconds East 25.00 feet from the radius point of said curve; thence North 86 degrees 51 minutes 11 seconds East 25.59 feet; thence South 03 degrees 08 minutes 49 seconds East 50.00 feet, thence South 13 degrees 25 minutes 48 seconds East 765.67 feet; thence South 03 degrees 05 minutes 48 seconds East 166.25 feet, thence South 00 degrees 28 minutes 13 seconds East 66.62 feet; thence South 89 degrees 31 minutes 47 seconds West 130.00 feet; thence South 00 degrees 28 minutes 13 seconds East 55.00 feet, thence South 89 degrees 31 minutes 47 seconds West 375.57 feet; thence South 77 degrees 17 minutes 12 seconds West 50.00 feet to a point on a curve concave westerly, the radius point of said curve being South 77 degrees 17 minutes 12 seconds West 675.00 feet from said point; thence northerly along said curve 17.03 feet to a point on said curve, said point being North 75 degrees 50 minutes 29 seconds East 675.00 feet from the radius point of said curve; thence South 75 degrees 50 minutes 29 seconds West 130.00 feet; thence North 19 degrees 25 minutes 12 seconds West 94.86 feet; thence North 30 degrees 08 minutes 38 seconds West 50.00 feet; thence North 59 degrees 51 minutes 22 seconds East 4.31 feet, thence North 32 degrees 45 minutes 48 seconds West 94.94 feet; thence North 57 degrees 14 minutes 12 seconds East 130.00 feet; thence North 32 degrees 45 minutes 48 seconds West 6.02 feet; thence North 57 degrees 14 minutes 12 seconds East 180.00 feet; thence North 32 degrees 45 minutes 48 seconds West 85.00 feet; thence North 31 degrees 38 minutes 37 seconds West 76.95 feet; thence North 20 degrees 56 minutes 56 seconds West 77.66 feet; thence North 07 degrees 34 minutes 59 seconds West 77.60 feet; thence North 01 degrees 29 minutes 25 seconds East 77.27 feet; thence North 02 degrees 36 minutes 44 seconds East 241.00 feet; thence North 87 degrees 23 minutes 16 seconds West 130.00 feet to a point on a curve concave easterly, the radius point of said curve being South 87 degrees 23 minutes 16 seconds East 275.00 feet from said point; thence northerly along said curve 32.97 feet to a point on said curve, said point being North 80 degrees 31 minutes 03 seconds West 275.00 feet from the radius point of said curve; thence North 80 degrees 31 minutes 03 seconds West 50.00 feet, thence North 87 degrees 23 minutes 16 seconds West 132.33 feet; thence North 02 degrees 36 minutes 44 seconds East 273.38 feet to a point on a curve concave northeasterly, the radius point of said curve being North 60 degrees 59 minutes 58 seconds East 525.00 feet from said point; thence northwesterly along said curve 16.36 feet to a point on said curve, said point being South 62 degrees 47 minutes 07 seconds West 525.00 feet from the radius point of said curve; thence North 27 degrees 12 minutes 52 seconds West 118.92 feet to the point of curvature of a curve concave easterly, the radius point of said curve being North 62 degrees 47 minutes 08 seconds East 525.00 feet from said point; thence northerly along said curve 153.19 feet to the point of tangency of said curve, said point being South 79 degrees 30 minutes 13 seconds West 525.00 feet from the radius point of said curve, said point also being the point of curvature of a curve concave southwesterly, the radius point of said curve being South 79 degrees 30 minutes 13 seconds West 25.00 feet from said point; thence northwesterly along said curve 37.97 feet to the point of tangency of said curve, said point being North 07 degrees 31 minutes 06 seconds West 25.00 feet from the radius point of said curve, said point also being the point of curvature of a curve concave northerly, the radius point of said curve being North 07 degrees 31 minutes 06 seconds West 1,725.00 feet from said point; thence westerly along said curve 491.57 feet to the point of tangency of said curve, said point being South 08 degrees 48 minutes 33 seconds West 1,725.00 feet from the radius point of said curve; thence South 08 degrees 48 minutes 33 seconds West 102.34 feet; thence South 00 degrees 17 minutes 26 seconds West 300.36 feet; thence South 03 degrees 59 minutes 45 seconds West 261.23 feet, thence South 89 degrees 33 minutes 54 seconds West 617.94 feet to the East line of aforesaid dedicated right-of-way; thence North 00 degrees 20 minutes 44 seconds East 1,347.58 feet along said East line to the place of beginning, containing 49.755 acres, more or less, subject to all legal highways, rights -of -ways, easements, and restrictions of record. This subdivision consists of 79 lots numbered 72-150, (all inclusive) and 15 Common Areas labeled C.A. #9-C.A. #22 (all inclusive) and one Block labeled Block "A". The size of lots and width of streets are shown in feet and decimal parts thereof. Cross -Reference is hereby made to a survey plat dated Deqember 23, 2013, prepared by Stoeppelwerth & Associates, recorded as Instrument Number 2013-075387 to Warranty, also to a limited warranty deed to Jackson's Grant Real Estate Company, LLC, an Indiana limited liability company, dated September 26, 2014, recorded as Instrument Number 2014-043392 in the Office of the Recorder of Hamilton County, Indiana. 1700 S. 10th St., Noblesville, IN 46060 • www.hamiltoncounty.in.gov • ph. (317) 773-7770 • fax (317) 776-9814 Bridge Project Requirements – Developer & Municipality Private Bridge Crossing: Flowing Creek Way o/ John Edwards Drain Design Requirements:  INDOT Prequalified Bridge Design Firm Required  INDOT Prequalified Bridge Contractor Required  INDOT Prequalified Bridge Inspector Required during Construction  Bridge Designed per Current AASHTO and INDOT Bridge Design Standards  Bridge Designed to Accommodate Hydraulic Requirements of Regulatory Agencies and Hamilton County  Hamilton County Review of Bridge Plans and Computations along with Inclusion at Field Checks To be Submitted and Approved Prior to Construction:  Right-of-Way Dedication  Final Set of Bridge Plans  Geotechnical Report  Copy of all Required Permits (IDNR, IDEM, USACE, HCSO, etc.)  Final Design Computations, including Hydraulic Modeling  Bridge Inspection Agreement (Developer Project Only)  Performance Bond To be Submitted upon Completion of Construction:  Final Construction Record  Final As-Built Plan Set  Pile Driving Records, If Applicable  Copies of Material Tickets and Certifications  Approved Shop Drawing Submittals  Three-Year Maintenance Bond From:Brian Robinson To:Conn, Angelina V Cc:Doug Wagner Subject:FW: Jackson"s Grant Section 8 Exmoor Bridge Final Tracings Date:Wednesday, August 25, 2021 10:15:19 AM Attachments:Jacksons Grant Bridge Project Requirements - Checklist.pdf image001.png image002.png image003.png image004.png image005.png image006.png image007.png image008.png image009.png image010.png image011.png image012.png image013.png image014.png image015.png image016.png image017.png image018.png image019.png image020.png image021.png image022.png image023.png image024.png image025.png image026.png Angie, Below is the correspondence from the Hamilton County Highway Department approving the Bridge Plans for the above referenced project. Can you please add this to the appropriate folder in Project Dox? Brian K. Robinson, CPESC, LEED AP Project Manager Direct 317-570-4763 Cell 317-503-1349 P Please consider the environment before printing this e-mail Click here for career opportunities at Stoeppelwerth Immediate openings to join our growing team! From: Doug Wagner <dwagner@republicdev.com> Sent: Wednesday, August 25, 2021 10:08 AM To: Brian Robinson <brobinson@Stoeppelwerth.com> Subject: FW: Jackson's Grant Section 8 Exmoor Bridge Final Tracings Brian, see the email below on bridge plan approval from Ham Co Hwy. I have asked Sam this morning to send the Crossing Permit approval that was submitted May 18th. Matt said they do not stamp approved plans, so this email may be all we get. Will this work to download onto Project Docs for Carmel. Douglas B. Wagner / Senior Vice President Republic Development LLC 13578 E. 131st Street, Ste. 200 / Fishers, IN 46037 o. 317.770.1818 / c. 317.710.7011 / f. 317.770.1819 dwagner@republicdev.com From: Matt Lee <Matt.Lee@hamiltoncounty.in.gov> Date: Wednesday, August 25, 2021 at 9:11 AM To: Doug Wagner <dwagner@republicdev.com> Subject: FW: Jackson's Grant Section 8 Exmoor Bridge Final Tracings Doug, Please see below for the email I sent to SJCA in May noting that the plans are acceptable. I have also attached the project review checklist. I can check off the final two requirements once I have a copy of the HCSO Crossing Permit for my records. Please include me on the precon meeting invite and provide me with a copy of the reviewed shop drawings and any as-built construction changes once these items have been completed. Thanks, Matt Lee, P.E. | Bridge Program Engineer Hamilton County Highway Department 1700 S. 10th St. | Noblesville, IN 46060 matt.lee@hamiltoncounty.in.gov317.773.7770 - office From: Matt Lee Sent: Tuesday, May 11, 2021 8:28 AM To: Sherly George, PE <sgeorge@sjcainc.com> Cc: Michael J. Ficcaglia, PE <mficcaglia@sjcainc.com> Subject: RE: Jackson's Grant Section 8 Exmoor Bridge Final Tracings Sherly, The plans are good. The only document I need before construction is a copy of the HCSO Crossing Permit. CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Thanks, Matt Lee, P.E. | Bridge Program Engineer Hamilton County Highway Department 1700 S. 10th St. | Noblesville, IN 46060 matt.lee@hamiltoncounty.in.gov 317.773.7770 - office From: Sherly George, PE <sgeorge@sjcainc.com> Sent: Monday, May 10, 2021 11:43 AM To: Matt Lee <Matt.Lee@hamiltoncounty.in.gov> Cc: Michael J. Ficcaglia, PE <mficcaglia@sjcainc.com> Subject: FW: Jackson's Grant Section 8 Exmoor Bridge Final Tracings Hi Matt, I wanted to follow up to check if the plans submitted are okay or if you have any comments. Please let me know so we can inform them to get started on the construction. Thanks From: Ken Harrison <kharrison@sjcainc.com> Sent: Monday, April 26, 2021 6:40 AM To: matt.lee@hamiltoncounty.in.gov; jkashman@carmel.in.gov; jthomas@carmel.in.gov; ajordan@carmel.in.gov; surveyor@hamiltoncounty.in.gov Cc: Doug Wagner <dwagner@republicdev.com>; Matt Harlan <mharlan@republicdev.com>; Brian Robinson <brobinson@stoeppelwerth.com>; Sherly George, PE <sgeorge@sjcainc.com>; Michael J. Ficcaglia, PE <mficcaglia@sjcainc.com>; Darren Metz <dmetz@Stoeppelwerth.com> Subject: Jackson's Grant Section 8 Exmoor Bridge Final Tracings All, Please see the attached Final Tracings for the bridge plans of Mendenhall Drive over Almond Ditch in the Jackson’s Grant Section 8. Please reach out to us if anything else is needed. Thank you, Ken From: Ken Harrison Sent: Monday, April 19, 2021 9:29 AM To: matt.lee@hamiltoncounty.in.gov; jkashman@carmel.in.gov; jthomas@carmel.in.gov; ajordan@carmel.in.gov; surveyor@hamiltoncounty.in.gov Cc: Doug Wagner <dwagner@republicdev.com>; Matt Harlan <mharlan@republicdev.com>; Brian Robinson <brobinson@stoeppelwerth.com>; Sherly George, PE <sgeorge@sjcainc.com>; Michael J. Ficcaglia, PE <mficcaglia@sjcainc.com>; Darren Metz <dmetz@Stoeppelwerth.com> Subject: Jackson's Grant Exmoor Bridge Documents for Review All, Please see the attached PDF files relating to the Jackson’s Grant Exmoor Bridge plans. On behalf of Sherly George and Michael Ficcaglia, I am sending these for your review as both Sherly and Michael are out today. If you have any questions or need additional information, please don’t hesitate to reach out. Regards, Ken The information in this email may contain confidential information and is intended solely for the attention and use of the named addressee(s). It must not be disclosed to any person(s) without authorization. If you are not the intended recipient, or a person responsible for delivering it to the intended recipient, you are not authorized to, and must not disclose, copy, distribute, or retain this message or any part of it. If you have received this communication in error, please notify the sender immediately. FLOODPLAIN DEVELOPMENT APPROVAL MEMORANDUM August 19, 2021 TO: Kenton C. Ward, CFM – Hamilton County Surveyor Samuel Clark – Plan Reviewer FROM: Kerry Daily, E.I., CFM, CPESC, CPSWQ – CBBEL, Indianapolis SUBJECT: Jackson’s Grant on Williams Creek Section 8 Williams Creek, Elliot Creek and Almond Ditch Regulated Drains CBBEL Project No. 050575.000BA Jackson’s Grant on Williams Creek Section 8 is a proposed 22-lot single family residential development proposed on 14.6 acres west of Spring Mill Road and north of 116th Street in Carmel. Almond Ditch flows from north to south through the eastern portion of the site and Williams Creek flows from east to west along the southern border of the site. A new bridge crossing of Almond Ditch is also proposed with the project to provide access to the site. Fill will be placed with the proposed bridge crossing and two proposed pedestrian trail crossings of Williams Creek and Elliot Creek. Compensatory floodplain storage is proposed along the boundaries of the project development area along the floodplains of all three streams. The bridge and trail crossings have received approval from the Indiana Department of Natural Resources (IDNR). Staff of CBBEL has reviewed the submitted information regarding the proposed grading for the project and based on our review, the project will provide 3,547 cubic yards of floodplain excavation compared to 1,116 cubic yards of fill within the Almond Ditch, Elliot Creek and Williams Creek floodplains, a ratio of approximately 3.2:1. Therefore, the proposed project should not have an adverse impact on the Almond Ditch, Elliot Creek or Williams Creek Regulated Drains. No error or omission in the plans, calculations or applications (whether said plans, calculations or applications have been reviewed by the review engineer or not) shall permit or release the applicant and designer from constructing this work in any other manner than that provided for in the Stormwater Manual. cc: Stoeppelwerth KMD/kd M050575BA1 108,267 sq. ft. VAR. B.M.P.E.& R.D.E. & U.E. From:Brian Robinson To:Conn, Angelina V Cc:Doug Wagner Subject:FW: PZ-2020-00156 SP Jackson"s Grant Sec 8-ProjectDox Applicant Resubmit Request Task Assignment Date:Friday, January 7, 2022 8:13:16 AM Angie, Can you please give me a call? All of these comments have been addressed. I have an email from Engineering that they have approved the plans but Project Dox still shows as Unresolved. I have worked with Carmel Utilities on their last comment but it still shows Unresolved. Your last remaining comments have to do with recording the plat. Those will be addressed as we move closer to recording the plat but yet these still show Unresolved. Chad Miller with Vectren never changes the status to resolved. The HCSO has also approved the plans but it still remains Unresolved. There is nothing for me to do on this project unless I am missing something. Please give me a call to discuss. Brian K. Robinson, CPESC, LEED AP Project Manager Direct 317-570-4763 Cell 317-503-1349 P Please consider the environment before printing this e-mail Click here for career opportunities at Stoeppelwerth Immediate openings to join our growing team! From: DoNotReplyCarmelIN@avolvesoftware.com <DoNotReplyCarmelIN@avolvesoftware.com> Sent: Thursday, January 6, 2022 2:16 PM To: Brian Robinson <brobinson@Stoeppelwerth.com> Subject: PZ-2020-00156 SP Jackson's Grant Sec 8-ProjectDox Applicant Resubmit Request Task Assignment APPLICANT RESUBMIT TASK ASSIGNMENT Attention Brian, Your plan review submission for Project: PZ-2020-00156 SP Jackson's Grant Sec 8 has beenreviewed and corrections have been requested. You may review correction comments and requirements by accessing the ProjectDox site. When corrected plans and/or documents are ready for re-submittal, please Login toProjectDox and follow the instructions provided TIP:Getting through Resubmittal Please be advised when re-submitting plans and/or documents: Once corrections have been uploaded for review, no additional submissions will be accepted unless requestedPlease make corrections to prevent your Project from expiring. The due date for this task is: 1/23/2022 2:16:18 PM.Please review all submission requirements and use "Add Comment" in Discuss Prescreen if you have any questions orcomments. To review and resubmit, please click on "Start Task" below. Start Task To submit your updates for PZ-2020-00156 SP Jackson's Grant Sec 8 : Jackson'sGrant on Williams Creek Section 8 Exmoor If you do not have access to the specified folder, please contact the Project Administrator. Please do not reply to this email. LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106a Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Hamilton County Surveyor's Office One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 ATTENTION: Samuel Clark RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ 1 courier [ ] other: Deliver EET . DESCRIPTION Construction Plans Drainage Report P Outlet Permit Request Non -Enforcement Request Enforcement$100.00 THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, � - v.Q Brian K. Robinson [ ] As Requested [ 1 [ X [ For Review and Comment Cc: Angie Conn Doug Wagner BER/meb S:\60160REP-SS\Bluc_BookU,.n ,_Correspondentt\TRANS-DOCS & TAC Members09-16-20.doc Name of Drain: Williams Creek Revised May 2014 OUTLET REQUEST HAMILTON COUNTY SURVEYORS OFFICE One Hamilton County Square, Suite 188 Noblesville, Indiana 46060 317-776-8495 fax: 317-776-9628 Jackson's Grant on Williams Creek, Section 8 Project Name: nos uaaooare.000.nmsa-oomaosaoz. . Clay Township Parcel Number: • •--9>am�,nom _ _ P• Jackson's Greta Real Estate Co., U-C by JG Jackson's Grant Real Estate CO., Applicant's Nameo ww,wnt co U-C Its menacer Property Owner. Address: 13578 East 131st Street, Suite 200 property Address:0 Spring Mill Road Fishers, Indiana 46037 Carmel, Indiana 46032 Phone: 3( 171770-7011 Phone: 3( 17)770-7011 E-mail: dwagner@republiodev.com E-mail: dwagner@republiodev.com Contractor -Installer. N/A Address: Phone:(_) Purpose of Private Tile: Residential Subdivision Size of Tile: Type of Tile: Length of Tile: Number of Outlets: 1 Location of Outlet: Will private file cross property not owned by the applicant? No If yes, list parcel numbers, names and addresses of those that will be crossed: I hereby request permission to outlet a private drain into the above mentioned regulated drain. The construction shall conform to the standards of the County Surveyor at the point of connection with the regulated drain. A location map of the drain is attached showingg the location of the regulated drain, private drain, point of connection, lot lines, buildings and ather physical features, and platted ents a ri f ways.. Thu . w=e tis madtu peer l�C. 36-9-27-17. C.0 enwm,u w ao encn., caa.ree., September 17, 2020 Applicants Signaturelate Check Title: Owner: Contractor:_ Engineer:_, Tenant: _Other:_ _ ***For Office Use Only** Plan Project Number. Check: gnghwering Firm: y1� Dtq.y9lr�A NON -ENFORCEMENT OF DRAINAGE e EASEMENT IN SUBDIVISIONS A 2 IS STATE OF INDIANA ) BEFORE THE HAMILTON COUNTY OF HAMILTON) COUNTY DRAINAGE BOARD Jackson's Gram Real Estate Co., LLC by JG At the request of Development Company, LLC its manager The Hamilton County Drainage Board considered the extent of the drainage easement on the Williams Creek Drain in the JacksWs Grant on Williams Creek, Section a Subdivision. Upon the agreement in writing by the recorded owner(s) of land involved that such owner(s) agree and covenants that neither the Hamilton County Drainage Board nor any Contractor nor Workman operating under the authority of saidBoard will be held liable for any damages resulting from construction, reconstruction, or maintenance of the above named drain at said location, whether to the real estate or improvements thereon the Board agreed. 1. That it will not enforce the easement beyond those shown on the Subdivision plat recorded as Instrument No. and in Plat Cabinet Slide in the Hamilton County Recorders Office. 2. It will not object to the improvement of said mat estate beyond such distance, and 3. Other Conditions: G iED: a APPLI ANT D.11as a. Wagm:r-SeniorWJedoon§ Gram new Ew Co., LLC by JG Ce p.m Co., Mint Manager PRINTED NAME Jackson's Gram Real Estate Co., LLC PRINTED NAME (Owner of Land ) ***FOR BOARD USE ONLY' AGREEMENT WILL BECOME EFFECTIVE UPON RECORDING. SIGNED THIS DAY OF 20_. BY THE HAMILTON COUNTY DRAINAGE BOARD. PRESIDENT OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD MEMBER OF DRAINAGE BOARD ,,I affirm, under the penalties for perjury, mat I nave ratsm mab�v=c tea« ... _.,..«�..............•—----�-- Number in this document, unless required by law: Kenton C. Ward Surveyor Prepared by the Hamilton County Drainage Board: Michael A Hovrad Attorney — LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Carmel Clay Utilities 30 West Main Street (Entrance off East Side) 2n6 Floor, Suite 220 Carmel, Indiana 46032 ATTENTION: John Duffy / Joe Faucett / Jason Stewart RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ [ UPS [ [ Courier [ ] other: Deliver COPIES SHEET NO. DESCRIPTION 3 Sets Water as 3 Sets er Plans THESE ARE TRANSMITTED as checked below: [ l For Approval [ l For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner [ ] As Requested [ 1 1 X 1 For Review and Comment BKRlmeb S:%0160REP-S8\B1ue_Bwk\Ageng_Correspondence\TRANS-DOCS&TACMembers09-16-20.doe I ] As Requested I I LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106- Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 TO: Duke Energy 100 South Mill Creek Road Noblesville, Indiana 46060 ATTENTION: Jessica Herrington JOB NUMBER: 60160REP-S8 RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ I UPS [ ] Courier [ I Omer: Deliver COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans 1 CD-ROM (Digital Files) 1 Developer's Questionnaire THESE ARE TRANSMITTED as checked below: [ I For Approval I For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. I X I For Review and Comment Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BER/meb S:\60t60aEPS8\1lue_BookNgency_Correspondence\TRANS-DOCS & TAU McMbers0946-20.doe Duke Energy Indiana Residential Development DUKE � Information Form 4SEN RGY, Business Project Name & PH/SEC: Jackson's Grant on William Type of Project: 9 Single Residential Homes ❑ Condo or Town Homes ❑ Apartments Number of Lots: 22 - --Lots/building numbers to be served: 22 CONTACT INFORMATION Contact Name: Douglas S. Wagner Company Name: JsGwn's.. Real E.., L. 41. Dwecpeen, Co.. LLC Ib menage, Mailing Address: 13578 East 131st Street, Suite 200 City/State/Zip: Legal Name for Contracts (if different from above): Office Phone: 317-770-7011 Cell Phone: _ Email Address: dwagner@mpublicdev.com SITE DESCRIPTION Approximately 3,800' Nodh of llath Street and Location: Street/Road: approximately 1,40o'West of Spring Mill Road City/Town: Carmel Zip Code: 46032 ST: Indiana County: Hamilton Environmental Permitting or Environmental Considerations (describe): Indiana 46037 Make Ready Work (Relocations/Removals) Required — Needs plans showing required work: ❑ YES 9 NO DRAWINGS All drawings must be approved (no preliminary/concept drawings) Email drawings to: BuilderDeveloperlN@duke-energy.com Drawings Required: al CAD file (MlcroStation or AutOCAD) of utility plat Note: If CAD file is too large to email, the file may be uploaded to the Duke Energy Builder Portal. Do you need assistance with the Builder Portal? ❑ YES 9 NO b) Full .pdf set of APPROVED CONSTRUCTION PLANS (including the overall plan for the subdivision, as well as plans for: entry wall, lift station, road improvement, landscaping, relocations, removals, etc .... if applicable) SITE DEVELOPMENT PLAN/APPROXIMATE START DATES (MM/DD/YY) Make Ready Work (Relocations/Removals): - Endorsement Drawing (includes Crossovers): Estimated Paving Date: Estimated Site Ready Date: Start Dwelling Construction Date: Information sheet must be completely filled out before design can begin fi me 5119 Duke Energy Indiana Residential Development DUKE 1 Information Form (` SEN ER B mess BUILDING CONSTRUCTION Min./max. size homes/units: ❑ 0 — 1,200; ❑ 1,201 — 1,500; 111,501 — 1,875; ❑ 1,876 — 2,250; ❑ 2,251 — 2,650; ❑ 2,651 — 3,000; ❑ 3,001 — 3,400; 9 3,401 — 3,750; ❑ 3,751 — 4,500; ❑ 4,501 — 5,000; ❑ >5,000; ❑ Other: AC Tonnage: 30 (t more than 1 unit per dwelling, supply largest single unit tonnage.) Comments: Gas Heat: 9 YES ❑ NO Electric Heat: ❑ YES 9 NO % electric heat/'00 % gas heat COMMERCIAL SERVICES ❑Not Applicable If applicable, confirm detailed plans with location of all service/meter locations have been included. Yes ❑ Commercial service should include the following information: Location, point(s) of delivery, kVA, voltage, horsepower (HP), panel size, EAR (three phase only), KW load, and largest motor on the site plans, per service. Available Voltages: Single Phase (120/24OV). Three Phase It 20/24OV), (208Y/120A or (480Y/277V) Service Type KW Voltage HP N of Motors 9 Sets Lift Station Trash Compactor Pond/Fountains Elevators Clubhouse Entry Feature Other' Include description, phase, voltage. ADDITIONAL INFORMATION FOR CONDOS, TOWN HOMES & APARTMENTS Number and size of electric service laterals per building (Example: 14 Unit Buildings — 6 sets of 4/0 Aluminum): Each ..it gets IU cwn meter Desired meter locations gas and electric including banked locations if applicable (Example: 14 Unit Buildings — 7 electric and 7 gas meters on left side of building): R—di.Jnw Apartment per unit details: kW heat if electric, A/C or H/P sizes per unit type and how are they distributed per building Information sheet must be completely filled out before dosign cat, begin Re.sed 5119 Duke Energy Indiana Residential Development DUKE I Information Form `C N RGY Business STREET AND AREA LIGHTING Duke Energy Lighting ❑ YES @ NO Payment/Billing Information Lump Sum Payment Info (Equipment Charge): Contact Name: Company Name: Mailing Address: Legal Name for Contracts (if different from above): Office Phone: Email Address: Monthly Energy/Maintenance Billing Info: Contact Name: City/State/Zip: Cell Phone: Municipality or HOA Name from Articles of Incorporation: Mailing Address: City/State/Zip: Existing Acct#: To set up a new account #, email your lighting application to MWConstruction@dukeEnerev.com. Office Phone: Cell Phone: Email Address: Lighting Options Please visit our Design -A -Light tool to choose your lighting needs. "'You must select your State in the top left corner to seethe applicable lighting options for your area — Please note that MH is no longer available, and HPS is obsolete as of the end of 2018. "'PLEASE ALSO NOTE ONLY STYLE A POLE IS A DIRECT BURY. THE OTHER STYLES WILL NEED AN ANCHOR BASE, WHICH WILL RAISE THE PRICE PER LOCATION... Pole: Style A ❑ Style B ❑ Style C ❑ Style D ❑ Style E ❑ Style F ❑ Wood ❑ Pole Height assumed at 12' unless specified here: Luminaire Type: LED IS THE ONLY TYPE AVAILABLE Fixture Style (from Design -Alight tool above): Wattage of Fixture: Information sheet must be completely filled out before design can begin ?�' ,,, -. 11 DATE: TO: ATTENTION: RE: I_aON00Do z1)aul.7MF105INVIOI STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 September 16, 2020 TriCo 10701 North College Avenue, Suite A Indianapolis, Indiana 46280 Ryan Hartman JOB NUMBER: 60160REP-S8 Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] courier [ ] other: Deliver COPIES SHEET NO. DESCRIPTION I Set Construction Plans 1 Sanitary Sewer Project Application 1 THESE ARE TRANSMITTED as checked below: [ I For Approval [ I For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson [ I As Requested I I [ X I For Review and Comment Cc: Angie Conn Doug Wagner BKB/meb S:MlOaEP-StMI.l _B.Ak ,g ., Correspoodeoe \TRANS UOCS & TAC Membe s09-16 20.doc Trico -�� TriCo Regional Sewer Utility www. TriCo. eco Phone (317) 844-9200 Fax (317) 844-9203 Sanitary Sewer Project Application Submit to: TriCcl, 10701 N College Ave., Suite A, Indianapolis, IN 46280-1098 One set of plans shall be submitted with this application. 1. Project Title: Jackson's Grant on Williams Creek, Section 8 Location: Please check county: ❑ Boone MHamilton ❑ Marion 2. Project Owner: Jackson's Grant Real Estate Co., LLC Address: 13578 East 131st Street Suite 200, Fishers, Indiana 46037 Phone. 317-770-7011 Fax Email dwacnenereoublicdev.com 3. Sewer Billing Address (if different from project owner address shown above): Contact Name Same as above. Address: Phone: Fax Email 4. Engineer: David J. Stoeppelwerth - Stoeppelwerth & Associates Inc. Address: 7965 East 106th Street, Fishers, Indiana 46038 Phone: 317-570-4763 Fax Email bmbinson@stoeppelwerth.com S. A site map showing location, acreage and zoning is attached? ❑ Yes ❑ No 6. Number of Acres? 14.66 Attach Legal Description 7. Design Flow: One Equivalent Dwelling Unit (EDU) = 310 gpd For calculations where space occupancy is unknown please use the following equivalency (/person/ 200 SOFT, 1pwson = 20 gpd) 1 Bdrm. Apt&. @ 200 gpd/unit= gpd 2 Burnt, Apts. @ 300 gpd /unit = gpd 22 Single Family Home @ 310 gpd /unit = 6,820 gpd Commercial Lots' P. gpd /unit= gpd (other) @' gpd /unit= gpd (other) @• gpd /unit= gptl (other) @• gptl/unit= gpd `list each building separately Total Average Flow: 6.820 GPD If an IDEM Construction Permit will be required, attach a copy of the IDEM Sanitary Sewer Design Summary. 7.(a) Is the property zoned for the intended use? �✓ Yes No (b) If yes, what is the zoning class? Slivers PUD Ord. Z553-11 8. Facility Description/ Product: 22 Single -Family Residential Homes Pagel (Rev. 08-18) 9. Project Description: Proposed Section 8 of Jackson's Grant on Williams Creek subdivision 10. Construction Schedule: Start Construction: December 2020 Complete Construction: December 2025 11. The Plan Review and Inspection Fee is due with this application. Lineal Foot of sewer x $5.00 = Amount Due The Interceptor fee of $4,075.00 per acre is due prior to the start of construction. The EDU and Application Fees are due prior to the issuance of a Connection Permit. The design and construction of this project shall comply with all applicable District Ordinances and State Standards. To the best of my knowledge and belief, the above project data is complete and accurate. •r�V September 18. 2020 O er/Owner's Agent Date Douglas B. Wagner Page (Rev. 08-18) Instructions for State Form 53159 Application for Sanitary Sewer Construction Permit All essential items listed below must be provided upon initial receipt of a construction permit application or the application will be deemed incomplete and will not be reviewed. If an application has been deemed incomplete, an e-mail identifying the missing or incomplete essential items will be sent to the applicant (with copy e-mailed to applicant's engineer or land surveyor). As a courtesy, IDEM will temporarily retain the application and associated plans and specifications. If the identified essential items have not been received within the allotted time noted in the e-mail, the application will be void and all associated documents, plans and specifications will be discarded (recycled). The applicant will then need to reapply with a new, completed application as well as resubmit any associated plans and specifications. Please submit only one copy of all application items. 1. Application for Sanitary Sewer Construction Permit • Applications from municipalities must be signed and dated by an authorized official and applications from non -municipalities must be signed and dated by the owner or a representative. 2. Collection System Design Summary 3. Capacity Certification from the collection and treatment system owner(s) to which the proposed sanitary sewer and/or force main will be connected • If more than one utility will be transporting and/or treating the wastewater, a Capacity Certification from each utility is required. 4. Registered Professional Engineer or Land Surveyor Certification by the applicant's engineer or land surveyor 5. Final Construction Plans and Specifications • Every page of the plans as well as the cover page for any specifications should be signed, sealed, and dated by an Indiana registered professional engineer or land surveyor. Land surveyors may certify plans and specifications for gravity type sanitary sewers only, not including lift stations and force mains. 6. Identification of Potentially Affected Persons form and mailing labels When all essential items of a construction permit application are received, the project will be assigned to a project engineer for technical review. If no administrative or technical deficiencies are found during review, a construction permit will be issued. However, if administrative or technical deficiencies are found, a deficiency notice will be e-mailed to the applicant (with copy e-mailed to applicant's engineer or land surveyor). If all deficiencies are not adequately addressed within sixty (60) days from the date of the deficiency notice, the permit application will be denied. A copy of this application can be found at: www.in.goy/idem/eleanwater/2430.htm Send construction permit applications to: Indiana Department of Environmental Management Office of Water Quality Facility Construction and Engineering Support Section, Mail Code 65-42FC 100 North Senate Avenue, Room N1255 Indianapolis, IN 46204-2251 For any questions, call the Facility Construction and Engineering Support Section at 317/232-5579. APPLICATION FOR SANITARY SEWER CONSTRUCTION PERMIT PER 327 IAC 3 State Form 53159 (R712-20) Name 0 Mr. or ❑ Ms. Douglas B. Wagner Name of Organization Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager Address (number and street, city, state, and ZIP) 13578 East 131st Street, Suite 200 Fishers, Indiana 36037 omce of Water Quality Facifty Conehudron and Engineering Support Sedlon, Mall Cale 6"2F0 100 Nonh Sena@ Avame, Room N1255 IMianapolis. IN 462042251 Name U Mr. or ❑ Ms. David J. Stoeppelwerth Name of Company Stoeppelwerth & Associates, Inc. Address (number and street, city, state, and ZIP) 7965 East 106th Street Fishers, Indiana 46038 Telephone Number Telephone Number ( 317 ) 770-7011 ( 317 )849-5935 E-Mail Address I E-Mail Address Name Jackson's Grant on Williams Creek, Section 8 Location or Project Boundaries Approximately 1,400' West of Spring Mill Road and approximately 3,800' North of 116th Street. or Town County Hamilton Describe the scope and/or purpose of this project This Is a proposed continuing section of Jackson's Grant on Williams Creek subdivision. This proposed section will consist of 22 single-family residential homes. IFA's Wastewater State Revolving Fund Loan Program ❑ Local Funds OCRA's Community Development Block Grant ❑E Private Funds I swear or affirm, under penalty of perjury as specified by IC 35-44.1-2-1 and other penalties specified by IC 13-30-10 and IC 13-15-7-1(3), that the statements and representations in this application are true, accurate, and complete. Printed Name of Person Signing Doualas B. Waaner Senior Vice President Signature of ApplicW Date Signed (month/day/year) ieptember 16, 2020 (Please refer to /C 13-30-10 for penalties of submission of false information.) Page 1 of 6 Part of State Fonn 53159 (R712-20) DesignCOLLECTION Description of Units Served SYSTEM DESIGN SUMMARY Design Flow Per Unit Number of Units Unit Design Flow Example: Single ramiy hones 310 gpai 30 9.300 gpd Single Family Homes 310 (gpd/unit) 22 6,820 gpd (gpd/unit) gpd (gpd/unit) gpd (gpd/unit) gpd (gpd/unit) gpd Average Design Flow 6,820 gpd Peaking factor 14.0 Peak Design flow 27,280 gpd Gravity Sewer Pipe NApplicable ❑ Not Applicable Length Diameter Material ASTM or AWWA SDR or Pressure Installation Standard DR Class (psi) I Method Example: 1,525 it &inch PVC ASTMD3034 SDR-35 N/A Open Cut 1,002 it8-inch In PVC ASTM D3034 SDR-35 N/A Open Cut ft in ft in ft in ft in • Diameter Material ASTM or AWWA Standard ❑Applicable ❑� Not Applicable SDR or Pressure Installation DR Class (psi) Method Length Example: 1,525ft a -Inch PVC ASTM D2241 SDR-21 200 psi Open Cut it in ft in It in it in ft in p . Example The Proposed sanitary sewershall connect head existing a -Inch sewer located approximately 10 ft north and 10 ft west of the intersection of Main Street and Park Avenue and to an existing lift station located approximately 20 it southeast of the Intersection of Oak Lane and Maple Drive. The proposed sanitary sewer shall connect to an existing &inch sewer approximately 1,310West of Spring Mill Road and approximately 3, 700' North of 116th StreetInspection I Maintenance Inspection during construction will be provided by I Trice Regional Sewer Utility Maintenance after completion Will be prOVld¢d by Trice -Michigan Rd. WRRF Wastewater Treatment Wastewater treatment will be provided by I Trice- Michigan Rd. WRRF Lift Station ❑ Applicable ❑ Not Applicable 1. Location: 2. Type of pump (example: submersible, dry pit): Page 2 of 6 Part of State Forrn 53159 (Ri / 2-20) 3. Number of pumps: 4. Constant or variable speed: 5. Design pump rate (gpm) and TDH (ft): 6. Operating volume of the wet well (gal): 7. Average detention time in the wet well (min): 8. Type of standby power/pump provisions: 9. Type of alarm: 10. Additional information: a1. ❑ Applicable ❑� Not Applicable Number of stations: Grinder simplex duplex triplex 2. Number of residential connections per simplex station (two maximum): 3. Design pump rate (gpm) at maximum TDH (ft): 4. Type of alarm: 5. Privately or utility owned and maintained: 6. Additional information: Vacuum 1. Pump Station Not Applicable Location: 2. Total volume of vacuum tank (gal): 3. Operating volume of the vacuum tank (gal): 4. Number and size (HP) of vacuum pumps: 5. Number and type of sewage pumps: 6. Constant or variable speed: 7. Design pump rate (gpm) and TDH (ft): 8. Type of standby power/pump provisions: 9. Type of alarm: 10, Additional information: b"Iflcdit:iop Seal, Signature, and Date Printed Name of Engineer or Land Surveyor David J. Stoeppelwerth Signature Date Signed (month /day( year) SepteMber 16, 2020 A factor of four (4) is prescribed by 327 IAC 3-6-11. However, an allemative peaking factor maybe justified by other means (3271AC 3-632) or as provided by Ten State Standards 11.243: passing Factor•118+JPI,(4+JP), where P= population in thousands. Provide pump and system curves and design calculations for TDH. If connecting to an existing force main, provide upstream lift station pump curves and describe how the proposed flow will affect the lift station performance duringsimultaneousoperation. For small diameter low-pressure sanitary sewer systems, provide a spreadsheet that includes the maximum expected simultaneous operation of the proposed grinder pumps, maximum expected flaw (gpm) and fluid velocity (fusee), static head and accumulated friction loss, and expected accumulated total dynamic head (TDH), The average detention Lion:should be well (cycle time between pump Waftsettings)equation: min time in the cwesycle celwratetl from the following design p Cycle between 5 and 3g minutes. The cycle time may discharge (design pump rate) Time in gpm, tw =inflow rate Into wet wall (average design gow) in gpm, and V =operating volume of wet grim,0/ID--011+Ntoweltell D=agedrgegawrate auto( the wet well operating well (beMreen pump oNoft settings) in gallons. 1pounmprtrx 1p1 rw ......••.... p +Q�p1gTEN,t _'••}��1 rar: NO j-S,? - 19358 = — — -q'1 uMA1E OF `: �C rrt MDIA...... , rtnuurnn Page 3 of 6 Part of State Form 53159 (R7 / 2-20). CAPACITY CERTIFICATION This form must be filled -out in its entirety with no alterations. Name of Applicant: Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager Name of Applicant Representative: Douglas R. Wagner Name of Project: Jackson's Grant on Williams Creek, Section 8 CERTIFICATION , representing the (Name of individual) (Name of municipality or utility) have the authority to act on behalf of the in my capacity as (rifle) (Name of municipalty or utility) certify that I have reviewed and understand the requirements of 327 IAC 3 and that the sanitary collection system proposed, with the submission of this application, plans and specifications, meets all requirements of 327 IAC 3. 1 certify that the daily flow generated in the area that will be collected by the project system will not cause overflowing or bypassing in the collection system other than NPDES authorized discharge points and that there is sufficient capacity in the receiving water pollution treatment/control facility to treat the additional daily flow and remain in compliance with applicable NPDES permit effluent limitations. I certify that the proposed average flow will not result in hydraulic or organic overload. I certify that the proposed collection system does not include new combined sewers or a combined sewer extension to existing combined sewers. I certify that the ability for this collection system to comply with 327 IAC 3 is not contingent on water pollution/control facility construction that has not been completed and put into operation. I certify that the project meets all local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Average Design Flow (gallons per day) 6,820 Peak Design Flow (gallons per day) 27,280 Owner of Receiving Collection System Trim Regional Sewer Utility Name of Wastewater Treatment Plant Trim - Michigan Rd. WRRF Mailing Address of Certifying Representative (number and street, city, state, and ZIP code) E-mail Address of Certifying Representative I am certifying for the ❑ Collection System ❑ Treatment Facility Signature Date Signed (month/day/year) (Please refer to /C 13-30-10 for penalties of submission of false information) Page 4 of 6 Part of State Form 53159 (R7 / 2-20) CERTIFICATION OF REGISTERED PROFESSIONAL ENGINEER OR LAND SURVEYOR This form must be filled -out in its entirety with no alterations. Name Of App Kant: Jackson's Grant Real Estate Co. LLC by JG Deyelopenl Co. LLC its manager Name of Applicant Representative: Douglas B. Wagner Name of Project: Jackson's Grant on Williams Creek, Section a David J. Stoeppelwerth CERTIFICATION representing the project applicant, in my capacity as a (Name or Individual) registered professional Engineer 19358 (Engineer or Land Surveyor) (Indiana registration number) certify the following under penalty of law: The design of this project has been performed under my direction or supervision to assure conformance with 327 IAC 3 and the plans and specifications require the construction of said project to be performed in conformance with 327 IAC 3-6. The peak daily flow rates, in accordance with 327 IAC 3-6-11 generated from within the specific area that will be collected by the proposed collection system that is the subject of the application, plans, and specifications (when functioning as designed and properly installed), will not cause overflowing or bypassing in the same specific area serviced by the proposed collection system other than from NPDES authorized discharge points. The proposed collection system does not include new combined sewers (serving new areas) or a combined sewer extension to existing combined sewers. The sewer at the point of connection is physically in existence and operational. Based upon information provided by the owner of the Wastewater System, the ability for this collection system to comply with 327 IAC 3 is not contingent on downstream water pollution/control facility construction that has not been completed and put into operation. The design of the proposed project meets applicable local rules or laws, regulations and ordinances. The information submitted is true, accurate, and complete, to the best of my knowledge and belief. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. Average Design Flow (gallons per day) s,azo Peak Design Flow (gallons per day) 27,280 Owner of Receiving Collection System Trico Regional Sewer Utility Name of Wastewater Treatment Plant Trico- Michigan Rd. WRRF Signature Date Signed (month/day/year) Septenpber 16j202O (Please refer to IC 13-30-10 for penalties of submission of false information.) Page 5 of 6 Part of State Form 53159 (R7 t 2-20) IDENTIFICATION OF POTENTIALLY AFFECTED PERSONS Please list any and all persons whom you have reason to believe have a substantial or proprietary interest in this matter, or could otherwise be considered to be potentially affected under law. Failure to notify a person who is later determined to be potentially affected could result in voiding IDEM's decision on procedural grounds. To ensure conformance with Administrative Orders and Procedures Act (AOPA) and to avoid reversal of a decision, please list all such parties. The letter on the opposite side of this form will further explain the requirements under the AOPA. Attach additional names and addresses on a separate sheet of paper, as needed. Name Please see attached. Address (number and street) City State ZIP Code Name Address (number and street) City State ZIP Code Name Address (number and street) city State ZIP Code Name Address (number and street) City State ZIP Code Name Address (numberand street) City State ZIP Code Name Address (number and street) City State ZIP Code CERTIFICATION I certify that to the best of my knowledge I have listed all potentially affected parties, as defined by IC 4-21.5-3-5. Proposed Facility Name City Jackson' Grant on Williams Creek, Section 8 Carmel Printed Name of Person Signing County David J. Stoeppelwerth Hamilton Signature Date Signed (month/day/year) September 16,/2020 Page 6 of 6 Identification of Potentially Affected Persons Instructions The Administrative Orders and Procedures Act (AOPA), IC 4-21.5-3-5, requires that the Indiana Department of Environmental Management (IDEM) give notice of its decision on your application to the following persons: • Each person to whom the decision is specifically directed • Each person to whom a law requires notice be given The following are the minimum recommendations made as to who should be included in this list: • All adjoining landowners to the property where the proposed construction is to occur • All persons or entities with a substantial and direct proprietary interest in the issuance of this permit • Anyone who is known to have expressed concern or an interest in this particular project or projects in this specific area • Anyone else whom the applicant may feel that might be potentially affected by the issuance of this permit IC 13-15-3-1 requires IDEM to provide notice of receipt of a permit application to the following: • The county executive of a county affected by a permit application • The executive of a city affected by a permit application • The executive of a town council of a town affected by a permit application Under IC 13-15-3.1 (b) IDEM is requesting information necessary to provide such notice to the appropriate officials. Mailing labels are required to be submitted with your project. These mailing labels need to have the names and addresses of the affected parties along with our mailing code (which is 65-42FC) listed above each affected party listing. For Example: 65-42FC JOHN DEERE 111 CIRCLE DR YOUR CITY IN 44444 LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106's Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 TO: Office of Fire Chief Two Civic Square Carmel, Indiana 46032 ATTENTION: Chris Ellison JOB NUMBER: 60160REP-S8 RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] ups [ ] courier [ ] other: Deliver THESE ARE TRANSMITTED as checked below: [ 1 For Approval [ [ For Your Use REMARKS: [ ] As Requested [ [ X 1 For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BR .6 S:\60160REP-SSTlue_BookUgency_Correspondence\TRANS-DOGS & TAC hl . W,,0946-20Aoc LETTER OF TRANSMITTAL 0 A - - ► STOEPPELWERTH & ASSOCIATES, INC. 7965 1066 Street \J Fishers, Indiana 46038 84 Phone (31'n 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Carmel GIS Technician Three Civic Square, 3rd Floor Carmel, Indiana 46032 ATTENTION: Dave McCoy RE: Jackson's Grant on William's Creek, Section S WE ARE SENDING YOU I I uPs I ] courier [ ] other: Deliver COPIES SHEET DESCRIPTION NO. 1 Site Plan THESE ARE TRANSMITTED as checked below: [ I For Approval [ J As Requested [ X I For Review and Comment [ I For Your Use [ I REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you Brian K. Robinson Cc: Angie Conn Doug Wagner BER/meh S:160160REP-MBBlue_BookWgency_Corres ndence\TRANS-DOGS&TAC hlemhers09-16-20.doe LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 TO: Duke Energy of Indiana WF500/2727 Central Avenue Columbus, Indiana 47201 JOB NUMBER: 60160REP-S8 ATTENTION: Ryan Daugherty RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] Laurier [ ] Omer: UPS COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans THESE ARE TRANSMITTED as checked below: [ I For Approval [ I As Requested [ X I For Review and Comment I I For Your Use [ ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, ,-�) �6 -�� Brian K. Robinson Cc: Angie Conn Doug Wagner BIM.. Sd60160REP-SglBlue_BookUgency_Correspondence\TRANS-DOGS & TAC MemberW9-16-20.doc LETTER OF TRANSMITTAL .4 — l — ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1066 Street \� Fishers, Indiana 38 Phone (317) 849-59-59 5 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Carmel Street Department 3400 West 131s1 Street Westfield, Indiana 46074 ATTENTION: Dave Huffman RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] ups [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: ] For Approval ] As Requested [ X ] For Review and Comment [ j For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BRR/meb S:\60l60REP-Sg\Blue_ Book\Ageney_Correspondence\TRANS-DOCS & TAC MemberO9-16-20.doe DATE: TO: ATTENTION: RE: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106w Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 September 16, 2020 Comcast Cable 5330 East 65`b Street Indianapolis, Indiana 46220 Earl Small Jr. JOB NUMBER: 60160REP-S8 Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ [ UPS [ ] Courier [ ] omer: UPS COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans with Secondary Plat THESE ARE TRANSMITTED as checked below: [ ] For Approval [ I For Your Use REMARKS: [ ) As Requested I 1 I X I For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, '�2) - v.Q Brian K. Robinson Cc: Angie Conn Doug Wagner BKR/meb S:160160REP-S8TIue_BookWgency_Correspondence\TRANS-DOGS & TAC Members09-I6-20.doc DATE: TO: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106i6 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 September 16, 2020 CrossRoad Engineers 3417 South Sherman Drive Beech Grove, Indiana 46107 JOB NUMBER: 60160REP-S8 ATTENTION: Willie Hall RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] ties [ ] Courier [ ] Omer: UPS COPIES SHEET NO. DESCRIPTION 1 Set Construction Plans 1 Drainage Report I O&M Manual THESE ARE TRANSMITTED as checked below: [ J For Approval I ] For Your Use REMARKS: I J As Requested l I [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 5704763. Thank you, �62j Brian K. Robinson Cc: Angie Conn Doug Wagner BKR/meb S:\60l60REP4i8\Blue_BookWgency_Correspondenre\TRANS-DOCS & TAC Members09-I6-20.doe DATE: TO: ATTENTION: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 100 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 September 16, 2020 Spectrum 3030 Roosevelt Avenue Indianapolis, Indiana 46218 Merl Seedorf JOB NUMBER: 60160REP-S8 RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET NO. DESCRIPTION 1 CD-ROM (Digital Files) 7 THESE ARE TRANSMITTED as checked below: I J For Approval I I For Your Use REMARKS: [ j As Requested I 1 I X I For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner DKR/meb S:%0160REPS8\51ue_ BookWgency_Correspondence\B S-DOGS&TACMembers09-16-20.doc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 100 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 TO: AT&T — Engineering 240 North Meridian Street 2"d Floor, Room 280 Indianapolis, Indiana 46204 ATTENTION: Brian Wente JOB NUMBER: 60160REP-S8 RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] us [ ] Courier [ ] Other: US Mail [ 1 For Approval [ I As Requested ] X ] For Review and Comment I For Your Use ] ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BKRoneb S:\60160REP-SB\]Hue_BookUgenry_Correspondenee\TRANS-DOCS & TAC Members09-16dB.dor LETTER OF TRANSMITTAL t — I — ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106' Street Fishers, Indiana 38 Phone (317)849-59-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 6016OREP-SS TO: Indianapolis, Power & Light 1230 West Morris Street Indianapolis, Indiana 46221 ATTENTION: Dan Davenport / Rodney Johnson RE: Jackson's Grant on William's Creek, Section S WE ARE SENDING YOU [ ] OPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ i For Approval i ] As Requested [ X ) For Review and Comment i ] For Your Use REMARKS: If you have any questions, please feel fee to give me a call at (317) 570-4763. Thank you, ' IKK. RobinG�son _ Brian Cc: Angie Conn Doug Wagner BM.6 Sd60160RERS813lue_BwkWgenc _Correspondence\TRANS-DOCS & TAC Membere09-1&20.doe DATE: TO: ATTENTION: LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10616 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 September 16, 2020 Vectren Energy 16000 Allisonville Road Noblesville, Indiana 46060 Chad R. Miller JOB NUMBER: 60160REP-S8 RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU I ] UPS [ ] Courier [ I other: US Mail THESE ARE TRANSMITTED as checked below: J For Approval [ ] For Your Use REMARKS: [ ] As Requested I X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thankyou, 6-16 � Brian K. Robinson Cc: Angie Conn Doug Wagner BKR/meb S:\60160REP-MBlue_BookWgency_Correspondence\1 NS-DOCS&TAC Members09-16d0.doc LETTER OF TRANSMITTAL 4 - - ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1060 Street Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Panhandle Eastern 9371 Zionsville Road Indianapolis, Indiana 46268 ATTENTION: Troy Yackle RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] C urier [ ] Olher: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: ] For Approval [ ] As Requested ] X ] For Review and Comment [ ] For Your Use j ] REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner RR aob S:\60160REPS8\Bloe_BookWgency_Correspondence\TRANS-DOCS&TACMeml rW9-16-20.doc LETTER OF TRANSMITTAL A — 1 — ► STOEPPELWERTH & ASSOCIATES, INC. 1 7965 East 1066 Street \� Fishers, Indiana 38 phone (317) 849-59-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Carmel Post Office United States Postal Service 275 Medical Drive Carmel, Indiana 46032 ATTENTION: Post Master RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] Courier [ ] Other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ I For Approval [ I As Requested [ X I For Review and Comment I I For Your Use I REMARKS: If you have any questions, please feel fee to give me a call at (317) 570-4763. Thank you, Brian IC Robinson Cc: Angie Conn Doug Wagner BKR/meh S:%0160REP-S8\B1ue_BookUgeney_Correspondence\TBANS-DOCS & TAC Members09-16-20Aoc LETTER OF TRANSMITTAL STOEPPELWERTH & ASSOCIATES, INC. 7965 East 106" Street Fishers, Indiana 46038 phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 TO: Carmel Clay Parks Department 1411 East 11611 Street Carmel, Indiana 46032 ATTENTION: Michael Klitzing JOB NUMBER: 6016OREP-SS RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] ups [ ] Courier [ ] other: US Mail THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: ] As Requested [ X ] For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BKa/meb S:\60160REP-SS\Blue_Book4 Zency—Correspondence\TRANS-DOGS & TAC Members09-16-20.doc LETTER OF TRANSMITTAL 0 ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East7) 84 Street J Fishers, Indiana 46038 Phone (317)849-59 5 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Hamilton County Highway Department 1700 South 101h Street Noblesville, Indiana 46060 ATTENTION: David Lucas RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] u s [ ] courier [ ] omer: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: ( ] For Approval 1 1 As Requested 1 X 1 For Review and Comment 1 1 For Your Use 1 REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BKR/meb S:\WIWREP-S8\Blue_Boak\ genes Correspondence\TRANS-DOCS&TACMembers09-I6-20.doe LETTER OF TRANSMITTAL A - I - ► STOEPPELWERTH & ASSOCIATES, INC. 1 7965 East 106' Street \� Fishers, Indiana 46038 Phone (317)849-59-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Hamilton County Health Department 18030 Foundation Drive, Suite A Noblesville, Indiana 46060 ATTENTION: Jason Lemaster RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] ups [ ] Courier [ ] odor: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: I I For Approval [ I As Requested [ X J For Review and Comment I I For Your Use ] REMARKS: If you have any questions, please feel free to give me a call at (317) 5704763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BlWmeb Sd60160REP-Wffloe_BookUgeo,—Come ,.de .a \TRANS-DOCS & TAC Members09-1640.doc LETTER OF TRANSMITTAL 4 — I — ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 100" Street Fishers, Indiana 38 Phone (317) 849-59-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 6016OPEP-SS TO: Carmel Clay Schools 5185 East Main Street Carmel, Indiana 46032 ATTENTION: Ron Farrand RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] Ups [ ] Courier [ ] other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: For Approval [ ] As Requested X I For Review and Comment ] For Your Use I j REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner R W.0 S:\60160REPSMue_RookWgency_Correspondence\TRANS-DOCS & TAC Members09-16-20.doc LETTER OF TRANSMITTAL 0 4 - i - ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10616 Street J Fishers, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 6016OPEP-SS TO: Comeast Cable 5330 East 651h Street Indianapolis, Indiana 46220 ATTENTION: Matt Stringer RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ I urs [ I courier [ I other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: I I For Approval [ I For Your Use REMARKS: I ] As Requested I I [ X I For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763.. Thank you, ,-�) W v.Q Brian K. Robinson Cc: Angie Conn Doug Wagner RER/meb S:\60160REP-S9\Blue_BookUgency_Comespondenee\TRANS-DOGS & TAC Members09-16-20.doe LETTER OF TRANSMITTAL A - i - ► STOEPPELWERTH & ASSOCIATES, INC. 7965 East 10610 Street \� Fishers, Indiana 46038 Phone (317)849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 6016OREP-SS TO: MetroNet 12415 Old Meridian Street Carmel, Indiana 46032 ATTENTION: Marc Hill RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ ] UPS [ ] Courier [ Other: ITS Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ 1 For Approval i As Requested [ X 1 For Review and Comment [ ] For Your Use REMARKS: If you have any questions, please feel free to give me a call at (317) 570-4763.. Thank you, Brian K. Robinson Cc: Angie Conn Doug Wagner BKR/meb S:\b0160RE-S8\Blue_Bwk\Agenry_Cnmesponde ee\TRANS-DOCS & TAC Menme s09-1&20Aoe LETTER OF TRANSMITTAL I STOEPPELWERTH & ASSOCIATES, INC. 7East Street Fishers, rs, Indiana 46038 Phone (317) 849-5935 FAX (317) 849-5942 DATE: September 16, 2020 JOB NUMBER: 60160REP-S8 TO: Citizens Energy Group 2150 Dr. Martin Luther King Jr. Street Indianapolis, Indiana 46202 ATTENTION: Chris Kehl RE: Jackson's Grant on William's Creek, Section 8 WE ARE SENDING YOU [ I UPS [ I Courier [ I other: US Mail COPIES SHEET DESCRIPTION NO. 1 CD-ROM (Digital Files) THESE ARE TRANSMITTED as checked below: [ ] For Approval [ ] For Your Use REMARKS: [ [ As Requested [ [ X l For Review and Comment If you have any questions, please feel free to give me a call at (317) 570-4763. Thank you Brian K. Robinson Cc: Angie Conn Doug Wagner Rh Roneb S:\60160REP-SglBlue_Bookblgency_CorrespondenceUT S-DOCS&TAC hlemhers09-16-20.doc _APPLICATION for SECONDARY PLAT or (REPLAT) FEE: Due after docket no. is assigned. $1,128 plus $147 per lot or ($370 plus $147 per lot) Docket No: (oData Received: (Office use Only ) The undersigned agrees that any construction, reconstruction, enlargement, relocation or alteration of structure, or any change in the use of land or structures requested by this application will comply with, and conform m, all applicable laws of the State of Indiana, and the Zoning Ordinance of Carmel, Indiana - 1980, adopted under the authority of Acts of 1979, Public Law 178, Sec. 1, at. seq. General Assembly of the State of Indiana, and all Acts amendatory thereto. Applicant: Jackson's Grant Real Estate Co., LLC by JIG Development Co., LLC its manager Email: dwagner@republicdev.com Phone: 317-770-7011 Address: 13578 East 131st Street, Suite 200, Fishers, Indiana 46037 Comes: Jackson's Grant Real Estate Co., LLC Phone: 317-770-7011 Contact Person: Douglas B. Wagner Email: dwagner@republicdev.00m phone: 317-770-7011 Eplan Review Contact Person: Brian K. Robinson Phone: 317-570-4763 Email: brobinson@stoeppelwerth.com Name of Subdivision: Jackson's Grant on Williams Creek, Section 8 Approximate Address/Location of Subdivision: Approximately 1,400' West of Spring Mill Road approximately 3,800' North of 116th street. Tax Pereel ID No(s): 1749 34-00-00-006.000, 17-09-34-0O-0O-005.002, f 7-09-34-00 0405.001, 17-09J 4-0 00-005.000 & 17-09-34-00-W-013.000 Legal Description: (To be typed on separate sheet and wsacher0. Area (in acres):14.66 Number of Lots: 22 Zoning: Silvana PUD Ord. Z-553-11 Length in miles of new streets W be dedicated to public use: -0- Zoning Overlay: Surveyorcenifyingplat: David J. Stoeppelwerth - Stoeppelwerth & Associates, Inc. Surveyor's address and pho . 65 East 106th Stet, Fishers, Indiana 46038 Signature of Applicant: (Print Name) Douglas B. Wagner TITLE: Senior Vice President47 State of Indiana, County of Hamamo SS: (county in which notnrization takes place) Before me the undersigned, a Notary Public for Hamilton County, State of Indiana, (officers county ofresidcncc) personally appeared Douglas B. Wagner and acknowledged the execution (name of perwno)) of the fore . iTAjjpent this 16th day of September 2020 _#0a 0, BRFii ��i. (date) (month) 1 . A (Yea7a P >:-" otary �OTARy 08/222022 Ma E.Bredlau SEAL yr mmissionexpims: Printed: ry File:SeconlaryPlat-Repiat Application 2020 Revised 12n 1/19 SECONDARY PLAT CHECK LIST: UDO Section 9.12. Application for Final Plat. As of January 1, 2019, electronic -only submittals are accepted. Initially, only this filled out application needs to be entailed to DOCS. Plans are to be submitted electronically through ProjectDox, Carmel's ePlan review software. Please see the Electronic Plan Review handout for more information on the process and what needs to be submitted. Plans are to be distributed to all Technical Advisory Committee ITACI authorities by the applicant, by the fling deadline ll A. ELECTRONIC COPY OF PLAT' TO ILLUSTRATE: _ 1. Name of subdivision 2. Words"Secondary Plat" _ 3. Date of submission or latest revision _ 4. Plat drawn 50' = 1" scale with north arrow 5. Names, addresses, phone numbers: Owner, subdivider, surveyor 6. Registered surveyor's signature, seal and date _ 7. Accurate tract boundary lines: Show dimensions, angles, bearings 8. Source of title of ownership and legal description 9. Streets and rights -of -way (existing and proposed) a. Locations b. Names c. Widths 10. Complete curve notes 11. Dimensions of land to be dedicated or reserved _ 12. Monuments and markers (location, type, material, sin) _ 13. Easements (location, widths, use) 14. Building setback lines 15. Legends and notes 16. Registered land surveyor's certificate 17. Certification of dedication of streets and public property _ 18. Certificate of approval by Commission (opening page) 19. Certificate of acceptance by Board of Works or County Commissioners 20. Restrictions or covenants a. Fences in detemionheu,mion areas b. Lighting - dusk to dawn lights c. Maintenance of common areas _ 21. Subdivider Agreement Form 22. Location Map 23. Space for the Docket Numbers) 24. Present wring classification 25. (On a Replat affected lot numbers will have the letter A after them, such as Lot 4A.) ELECTRONIC COPIES OF SECONDARY SUPPORTING DATA TO BE PROVIDED. 1. Letters of approval submitted by the following: a. Hamilton County Surveyor b. Hamilton County Highway Department c. Hamilton County Soil & Water Conservation District d. Carmel City Engineer e. Fire Chief- Carmel Fire Department f. Carmel City Utilities Department Page2 of4 Pile: Secondary Plat-R,10A,Ie0ion2020 Reviud 12/31/19 2. Certification of Notification a. Police and Sheriff b. Water and sanitary sewer utilities C. Electric, gas, phone utilities d. Carmel/Clay Schools e. Hamilton Health Department (if septic) f. Carmel Board of Public Works 3. Report describing water system, sanitary sewer system and storm drainage system. 4. Statement from State Highway Department, County Highway Department or City Street Department (rights -of -way, road improvements, roadside drainage, entrances, culvert pipes, condition of existing roadway and its suitability to handle proposed traffic must be specified). 5. Soils map and report from Hamilton County Soil & Water Conservation District showing soil limitations based upon intended usage. 6. Letter from the Carmel Board of Public Works or other appropriate authorities stating that said authority has capacity for sewer/water hookups. C. ELECTRONIC COPY OF CONSTRUCTION PLANS TO INCLUDE: I. Professional engineer's or registered land surveyor's signature, seal and date 2. Proposed method of sewage disposal 3. Proposed water supply method 4. Proposed fire hydrant system 5. Proposed method of drainage including detention/retention both onsite and offsite. (The Hamilton County Curveyor's Office requires all Erosion Control Plans be labeled as "Stormwater Pollution Prevention Plans", aka SWPPP Plans.) 6. Proposed street lighting and signage plan 7. Proposed (engineered) landscaping and screening plan, if required 8. Proposed parking plan (cluster) 9. Plans, profiles, cross -sections and specifications 10. Proposed cut and fill map D. ELECTRONIC COPY OF FINANCIAL PERFORMANCE AND MAINTENANCE GUARANTEES 1. Written statement of commitment Secondary Plat Review/Approval process. 1. The first step is to email the filled out and completed Secondary Plat/Replat application to DOCS Staff. As of January 1, 2019, electronic -only submittals are accepted. Initially, only this filled out application needs to be emailed to DOCS. The Plat and Construction Plans are to be submitted electronically through ProjectDox, Carmel's ePlan review software. Please see the Electronic Plan Review handout for more information on the process and what needs to be submitted. Plans are to be distributed to all Technical Ad ry Committee ITAC1 authorities by the applicant by the filing deadline as well. Please see the Plan Commission calendar for the TAC filing and distribution dates/deadlines. 2. TAC members will review the petitions and send the petitioner review comments. These comments may be discussed in further detail at the TAC meeting. 3. After the TAC meeting, the petitioner will work further with each TAC member, individually, to resolve any outstanding issues. 4. Secondary Plat and Replat items do not appear before the Plan Commission for review. The secondary plat process is all internal, with administrative review and approval. 5. Once all outstanding issues are resolved, one Mylar copy and one electronic copy of the plat are submitted to the Planning/Zoning Dept. for the final review, where the Planning Director signs the plat. The land surveyor and property owners must sign the plat before the Director. Also, the filing fee must be paid prior to submitting a Mylar for signature. 6. Also, the staff cannot present a Secondary Plat to the Director for signature until Ms. Terry Krueskamp (trueskamp@carmel.in.gov) in the Information Systems Dept. has received an electronic file of the subdivision plat (MicroStation Agn is preferred, or AutoCad .dwg) through ProjectDox. 7. If the subdivision is located within Carmel's Corporate City Limits, the Planning/Zoning Dept. will forward the signed plat to the Carmel Engineering Dept. for the plat to be placed on an agenda of the Carmel Board of Public Works & Safety. (It is the Petitioner's responsibility to contact that department to get on a BPW meeting agenda which has a filing deadline. The Engineering Dept's number is 317-571-2441.) 8. After the BPW approved/signs the mylar copy of the plat (which might take a few days after that meeting to get all the signatures), then the Carmel Clerk -Treasurer's Office holds the signed plat. The petitioner should then pick up the signed mylar from that office and take it to the Hamilton County Recorder's Office in downtown Noblesville to get it recorded and get copies of that recorded document. 9. Last but not least, the Planning/Zoning Dept, needs an electronic copy of the scanned, Recorded plat, in addition to one paper copy of the Recorded plat. If you have any questions, or if we may be of assistance, please contact the Planning/Zoning Department at (317) 571-2417 or www.carmeldocs.com. DOCKET NO. TAC DATE RECEIVED: For Office Use Only TECHNICAL ADVISORY COMMITTEE APPLICATION & PROCEDURES ), 'Fee: S371.00 Property Information ... . . ................ . . . . ........ . . . . Tax Parcel ID*: Please see attached list. 14.66 Area (acres): Property Address: Approximately 1,400' West of Spring Mill Road approximately 3,800' North of 116th Street. Zoning District Silvara PUD Ord. Z-553-11 Overlay District (If applicable): Legal Description: (To be typewritten separately.) * Please attach a separate list for projects with multiple parcels. Contactlnjornutdon . ... . . • ....... • • • ............. • • • • ....... . Name: Douglas B. Wagner - Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager Address: 13578 East 131st Street, Suite 200, Fishers, Indiana 46037 Phone: 317-770-7011 Email: dwagner@republicdev.com Engineer Information • • • • • • • . . . . . . • • • . . . . .. . . . ..... . . . . . ...... . Name: David J. Stoeppelwerth - Stoeppelwerth & Associates, Inc. Address: 7965 East 106th Street, Fishers, Indiana 46038 Phone: 317-570-4763 Email Address: brobinson@stoeppelwerth.com Eplan Review Contact Person: Brian K. Robinson Phone: 317-570-4763 Email: brobinson@stoeppelwerth.com Owner Information Name: Jackson's Grant Real Estate Co., LLC Address: 13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 Phone Day: 317-770-7011 Evening: Email Address: dwagner@republicdev.com Project Description • • • • • • • • • • • • • • • • • .......... . . . . ...... . . . . . . Please include a brief summary/history of the project: This is the proposed continuing section of Jackson's Grant on Williams Creek subdivision. Section 8 will consist of 22 single-family residential homes. Affidavit. I, hereby swear that I am the owner/contract purchaser ofpmperly involved in this application and that the foregoing signatures, statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best army knowledge and belief I, the undersigned, authorize the applies to act on my behalf with regard to this application and subsequent hearings and testimony. Signature of owner: !s�fi.%:f444A � Printed: Douglas B. Wagner Date: Sept. 16, 2020 Page l of2 File_ Tmhnical Advisory Commiu« Application 2020 Revised: 12/31/19 TACReview Instruction Sheet ................................... . 1. Initial discussion with staff regarding applicable zoning ordinances, design standards, condition/capacity of infrastructure, and availability of utilities. 2. Allow plenty of time for the Dept. of Community Services (DOCS) staff review and the Technical Advisory Committee (TAC) review process (approximately 30-45 days). (See the Plan Commission Calendarfor TAC Meeting filing deadlines) 3. As of January 1, 2019, electronic -only submittals are accepted. Initially, only this filled out application needs to be emailed to DOCS staff. After a docket no. is assigned, plans are to be submitted electronically through ProjectDox, Cannel's ePlan review software. Please see the Electronic Plan Review handout for more information on the process and what needs to be submitted. Plans are to be distributed to all TAC authorities by the applicant, by thedin deadline. 4. INFORMATION NEEDED for formal DOCS staff and TAC review: • One electronic copy of the completed TAC application with Legal Description attached (email to DOCS). • One electronic copy of location map showing location of site in question, zoning, and existing land use of all adjacent properties (upload to ProjectDox). • One electronic copy of plans drawn to scale with all dimensions and depicting all existing and proposed structures, exterior architectural building elevations, landscaping, drainage, Stormwater Pollution Prevention (SWEEP), lighting, signage, and any other supporting documentation to fully understand the proposal. All documents must be legible (upload to ProjectDox). 5. After DOCS staff review, the petitioner will be notified of the Docket Number, Meeting Date, Fees, and any outstanding information needed to process the application. 6. No public notice is required for this petition type. 7. Filing Deadline: A complete application package of the above -referenced information must be submitted to DOCS and to the TAC Members (see members list online) approximately 30 days prior to the meeting date (see Plan Commission & TAC calendar). The determination of a complete application submittal is at Staff discretion. 8. ^Filiug Fee: The filing fee, as determined by staff, must be paid at least 5 days prior to the meeting date. Failure to pay the filing fee by this time will result in the item being tabled to the next month's TAC agenda. 9. The property owner, property owner's attorney, or someone with the property owner's Power of Attorney must be present at the Carmel Technical Advisory Committee meeting to give a short presentation. 10. The Technical Advisory Committee (TAC) generally meets the Third Wednesday of each month at 9:00 a.m. in the DOCS Conference Room, City Hall —Third Floor, One Civic Square, Carmel, IN 46032. (Ten days prior to the meeting, agendas are sent to petitioners and TAC members.) 11. Generally, applications are acted upon by the Committee in one meeting. However, TAC, at its discretion may table an item at any time. The petitioner may follow up with each TAC member, individually, after the meeting is held, in order to address review comments and concerns. DOCS Contact Info: I Civic Sq. 3rd Fir., Carmel, IN 46032 P: 317-571-2417 1 W: www.carmeldocs.com Page 2 of2 File- Technical Ail Commfnce Application 2020 ltcviud: 12n[/I9 cnNO CA El- SVeO1VI510N COW am Oam rq,CI' 9.06 Subdivider Aereement Forms. 9.06.01 The following agreement shall be included as a submittal with the final plat approval application AGREEMENT The developershall be responsible for any drainage problems, including standing water, flooding and erosion control, which arise or become evident at any time during the 3 year maintenanceperiod after the release of the subdivision bond, and which is attributable to a deficiency in subdivision drainage design or construction of drainage improvements. This shall include all pipes, structures, swales, ditches and ponds which are pertinent features to the proper drainage of the subdivision. This responsibility, of the developer shall not, however, include problems which are created subsequent to the completion of the subdivision improvements by the improper grading by individual builders or structures and improper grading installed or accomplished by individual homeowners. It is the intent of this agreement that the developer shall speci0celly provide such sub -surface drains. or storm sewers or ditches, as are required to properly rectify any drainage problem or sub-surfaw water problem which was not Contemplated in the original approved subdivision design, including, but not restricted to, disposal of subsurface water from footing chins of individual lots. ROAD IMPROVEMENTS: The typical agreement for existing contiguous Hamilton County Roads which are substandard, with Hamilton County is. The developer will put in 12-inch stone base to the required width of the road, and grade the shoulders to a minimum of 6 feet width and Construct proper side -ditches, or, provide storm sewer and curbs. This will be the blacktop grade during Construction ofsubdivision. Thenthecountywilloomeinandcut our 3 inches and put in 3 inches binder asphalt after which the developer will be responsible for 1 inch of asphalt topping, This is being done as joint projects between County and developer. Anagreement shall be executed, in writing, between the developer and Hamilton county speci icely detailing the exact work to be accomplished by the developer and that to be accomplished by the County, and shall also state the road or roads or portions thereof which are included. If Me subdivision is Contemplated to be annexed to the City of Cannel, then the agreement shall Include the City of Cannel Board of Public Works as a signatory, which shall be for the purpose of the City of Carmel agreeing to accept the maim nce and operation, the improved road facility upon Completion of said improvements and w eti n of annexation. r September 16, 2020 De oper(/o la . W or Data D f� Wdne s M ry E. Bredlau Chapter 9: Plat Certificates, Deed of Dedication 9-6 as adopted per Z-160: as anamded per Z-486-06 Spring2006v1 O RULE 5 - NOTICE OF INTENT ( NOI) Type Of Submittal (Check Appropriate Box): Slate Form 47487 IR612-15) 0 initial ❑ Amendment ❑ Renewal Indiana Department of Environmental Management Permit Number. Office of water Qualty Approved by State Board of Accounts, 2005 (Note: The initial submittal does not require a permit number; the Department will assign a number Apermit number is required when filing an amendment Applying for renews( or correspondence related to this peml Note: Submission of this Notice of haunt letter constitute$ notice that Me project site owner is applying for coverage under Me National Postal Discharge Elimination System (NPDES) Ganersl Pamrd Rule for Storm Water Discharges Associated with Construction Aodvlty. Permitted project site owners are required to comply with all terms and corWItions of the General Permit Rule 327IAC 15-5 (Rule 5). LOCATIONNAME AND OF PROJECT Name of Project: County: Jackson's Grant on Williams Creek, Section 8 Hamilton Brief Description of Projec[ Location: Approximately 3,800' North of 116th Street and approximately 1,400' West of Spring Mill Road. Project Local'': Descri,a location in Latitude and Longttutle (Degrees, Minutes, and Seconds or Dedmal mcnasentafion) l by legal description (Section, Township, and Range. Civil Township) Laftutle: Longitude: 39° 58' 01" 86' 10' 18" Quarter: NW Section: Tovmshi 34 P: 16N Range: 3E Civil Township: Clay Does ®a1I or 11 part of this project lie within the jurisdictional boundaries of a Municipal Separate Storm Sewer System (MS4) as dented in 327 IAC 15-13? Yes ❑ No If yes, name the MS4(s): City of Carmel •- Name of Company (IiAppl/pble): Jackson's Grant Real Estate Co., LLC by JIG Development Co., LLC its manager Name of Protect Site Ovi (An IrMlvlduap Tdle/Posi6on: Douglas B. Wagner Senior Vice President Address: 13578 East 131 st Street, Suite 200 City: State ZIPCode: Fishers Indiana 146037 Phone: � FAX: E-Mail Address: (//Available) 317-770-7011 dwagner@republicdev.come Ownership Status (check one): Governmental Agency: ❑ Federal ❑ State ® Local Non -Governmental: I] Public ® Private ❑ Other: (Explain) Contact Person: Nameof Company: (h Applicable) Douglas B. Wagner Jackson's Grant Real Estate Co., LLC by JG Development Company, LLC its manager Affiliation to Protect Site owner: Same Address: (ifdll/erentbom above) City: State: ZIP Cotle: Phone: FAX: E-Mail Address: (I/Available) PROJECT INFORMATION Project Description: V) Resolintial-Single Family ❑ Residential -Multi -Family El Commercial 0Industrial ❑ Other: (Explain) Name of Receiving Water: Williams Creek (Note: tlapplicable, name ofmunldii operatorofstorm sewer and the ultimate receiving water be retention pond is present on the property, the name of Me rrearesf possible receiving water receiving discharge most be provided). Project Acreage Total Acreage: 14.66 Proposed Land Disturbance: (in acres) 14.0 Total Impervious Surface Area: (in square feet, estimated forcompleletl project) Project Duration Estimated Start Date: December 2020 Estimated End Date for all Land Disturbing Activity: December 2025 (Continued 'A _ in of idam Norc fl f tl ba 0" th f II A. The storm water quality measures included in the Construction Plan comply with Me requirements of 327 IAC 15-5E.5, 327 IAC 15-5-7. and 327 IAC 15- own 5-].5; B. the stone water pollution prevention plan complies with all applicable federal, state, and local storm water requirements; C. the measures required under 327 IAC 15-5-7 and 3271AC 15-5-7.5 will be Implemented in accordance Win the storm water pollution prevention plan; D. 4 the projecte ! land disturbance is One (1) am or more, the applicable Soil and Water Conservation District or other entity designated by the Department, has been sent a copy of the Construction Plan for review; E. storm water quality measures beyond those specified in the storm water pollution prevention plan will be implemented during the life of the Permit if necessary to comply with 327 IAG 15-5-7; and F. implementation of storm water quality measures will be inspected by trained individuals, In addition to this form, I have enclosed the following required information: ❑ Verification by the reviewing agency of acceptance of the Construction Plan. ❑ Proof of publication in a newspaper of general circulation in the affected area that notified the public that a construction adivity is to commence, Including all required elements contained in 327 IAC 15-5-5 (9). The Proof of Publication Must include company name and address, project name, addreselocatlon of the project, and the receiving stream to which storm water will be discharged. FOIlowdng is a sample Proof of Publication: 'NERT Development Inc. (10 Willow Lane, Indianapolis, Indiana 46206) is submitting a Notice of Intent to the Indiana Department of Environmental Management of our intent to comply with the requirements of 3271AC 15-5 to discharge storm water from construction activists associated with Water Garden Estates located at 24 Washout Lane, Indianapolis, Indiana 46206, Runoff Mom the project site will discharge to the White River. Questions or, comments regarding this project should be directed to Walter Water ofXERT Devebpment Inc " ❑ $100 check or money order payable to the Indiana Department of Environmental Management. A permit fee is required for all NOI submittals (indial and renewal). A fee is not required for amendmentsSITE OWNER OF PROJECT RESPONSIBILITY STATEMENT By signing this Notice of Intent letter, I cattily under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belie[ true, accurate, and complete. I am aware that there are significant penalties for submitting false information or violating the provisions of 3271AC 15-5. Including the possibility of fine and imprisonment for knowing violations. Printed Name of Project Owner: D glas B. Wagner Signature of Project Owner: A/ • Date (month, day, year)' Sept, 16, 2020 This Notice of Intent must be signed by an individual meeting the signatory requirements in 3271AC 154-3(g). All NOI submittals must include an original signature FAX and photo copies are not acceptable). All Within 48 hours of the initiation of construction activity, the project site owner must Many the appropriate plan review agency and IDEM, Office of Water Quality of the actual project start date if it vanes from the sate pmvltletl above. Note: Apermit issued under 3271AC 15-5 is granted by the commissioner for a period of fiva (5) years tram the date coverage commences. Once the five f5) year permit term duration is reached, a general permit issued under this rule will be considered expired. and as necessary for construction activity continuahon, a new Notice of Intent letter (Renewal) is required to be submitted ninety (90) days prier to the termination ofcoverege. The submittalmust inclutle the NOI Letter, Proof of Publication, Fee, and verification that the plan for the project was approved (onginal verTcation ofplon approval/ s acceptable provided the scope of the project has not changed from the original submittal). Mall this form to: Indiana Department of Environmental Management Storm Water Program, IGCN, Room 1255 100 North Senate Avenue Indianapolis., IN 46204-2251 327 IAC 15-5-6 0) also requires a copy of the completed Notice of Intent letter be sustained to the local Soil and Water Conservation District or other entity designated by the Department, where the land disturbing activity Is to occur. Questions regarding the development or implementation of the Construction PlanlStorm Water Pollution Prevention Plan should be directed to the local county Soil and Water Conservation District (SWCD). If you are unable to reach the SWCD or have other questions please direct those inquiries to the IDEM Stone Water Permit Coordinator at 3171233-1864 or 8001451-6027 exr3-18". For information and forms visit Specifications and Guidelines for Plan Design P1,AN CERTIFICATION Department of Engineering City of Camel Mike McBride, City Engineer Project Name: Jackson's Grant on Williams Creek, Section 8 Site Address: Approximately 3 800' North of 116th Striect and approximately1.400' West of Spring Min Road Applicant: Jackson's Grant Real Estate Co.. LLC by JG Development Co. LLC its manager Telephone: 317-770-7011 Cover Sheet YES WO WA Project name or title, site location map, soils map, and Index. ✓ Engineering We name, address, phone, fax, and a -mail address. Project Manager, Architect, and Surveyor. Developers name, address, phone, fax, and a -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 = 50'. Right-of-way lines and dimensions noted. Street 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 tamers of the subdivision. Tree preservation easements are not lying within other easements. No overlapping of externallcrossing easements. Private streets are labeled. North arrow, scale, topographic information, lot numbers, lot dimensions, and street and road names are all included. Location of existing udlites 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. NI sanitary and storm structures numbered. City of Camtel Department 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 on the plan. ✓ Plans are Stamped "Approval Pending- Not for Construction" ✓ Development Plan YES NO WA Platted lots do not have access to mainline roads. There are no common areas within the right-of-way. v✓ Exact location and principal dimensions for all buildings, set backs from all property 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 interior 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. All unnecessary easements have been vacated. ✓ The secondary plat entrance matches that from the primary plat. ✓ There is skeet, asphalt path, and sidewalk continuity, between sections. Any new drives crossing existing sidewalks or asphalt paths have been made compliant with ADA specifications. Private streets have been designed to the City of Carmel standards. Sidewalks are shown on both sides of all interior streets. At interior streets intersect at 75-degree or greater angles. Entrances intersect perimeter roads at 90- degree angles. ✓ 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 width of each interior street is 30 feet. VI Complete horizontal curve data for all horizontal curves has been included. The radius of each horizontal 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). ✓ Curb return radius of each interior skeet is a minimum of 20 feet. (30 feet for collector streets and 40 feet for all other street classifications). ✓ City of Carmel Department of Engineering Specifications and Guidelines for Plan Design There is no cul-de-sac greater than 600 feel in length. The diameter of thecut-0e-sac terminal end pavement is a minimum of 76 feet. The radius of each wWM sac terminal and right-of-way is a minimum of 50 feet. Intersections of intetlor 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 does not pertain stone sewer curb inlets. ✓ II sanitary and storm sewer runs cross streets perpendicularly. ✓ Subsurface drains are included on both sides of all streets. Vie 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. s adjacent to side yard easements are wide enough to accommodate the anticipated house and any ed driveways such that there is no encroachment into the easements. tered Land Surveyors stamp is on secondary plat. l description, north arrow, and scale are on secondary plat. ✓ imensions, easements, and the point of beginning are on secondary plat. ✓ tion of drainage detention I retention is shown. and location of all existing and proposed fire hydrants within the development or within 300 feet of the sed development are shown. I locations of all electrical power vaults, transformers, power Imes, gas lines, television cable, and hone lines are shown.truction limits are clearly marked on all plans.ance Alignment YES NO WA e is a minimum separation of 500 feet between entrances and existing or proposed intersections.✓nce is a maximum of 46 feet wide. Median, if applicable, in enhance is a maximum of 10 feet wide and travel lane on each side of median is a maximum of 18 feel wide. ✓ separate Entrance an is included. Y Mainline Right-of-way YES NO N/A Any additional right-of-way, required by the Department of Community Services has been provided. ✓ The rights -of -way of all interior and exterior streets have been shown. ✓ City of Cannel Depart cut of Enginer'n" Spccificetions and Guidelines for Plan Design Right-of-way width required by 20-Year Thoroughfare Plan has been provided. / Y If the development is at a perimeter road intersection, additional 120-foot radius right-of-way has been provided for roundabout. Internal Street Profiles YES NO N/A Street grades do not exceed maximums set forth in the City Subdivision Ordinance (6.03.17) Arterial streets do not exceed 6%, feeder or residential sheets do not exceed 8%, and cul-de-sacs do not exceed 3%. VerBcaI curves and complete vertical curve data are provided. Complete elevations are shown on Plan -Profile Sheets. Subsurface drains at street crossings are shown on all profiles. City of Carmel standard minimum cover requirements are on each Plan -Profile Sheet. ✓ There are no general notes related to backfill on Internal Street Plan -Profile Sheets. This informal is included on Details and Utility Profiles. ✓ Water main, sanitary sewer, and storm sewer crossings are included on all profiles Entrance Plan YES NO NIA Auxiliary lanes (acceleration and deceleration) are provided. Dimensions of auxiliary lanes are correct based upon City standards and functional classification of not ✓ Passing blister provided in design. ✓ Dimensions of passing blister are correct based upon City standards and functional classification of road. ✓ Widening to the 15-foot travel lane policy has been provided. Road cross-section shows the correct widening distance. ✓ 1 inch milling provided for and 1.5 inch resurfacing of entire mainline across frontage or to limits of auxiliary lanes are in the plans. ✓ 11 asphalt path is provided and follows the guidelines of being one foot inside the right-of-way line and parallel to the road. Saw cut existing pavement edge for auxiliary lanes and widening is noted. ✓ Detention volume for the fully developed Thoroughfare Plan right-of-way for the perimeter road frontage is provided. Adequately sized pipes to carry water from the road to the proposed ponds are provided. II pavement maddngs (center lines, edge lines, and lane lines) are shown. There is a separate pavement marking plan and there is a note on the plans staling that all pavement malxings are to be thermoplastic. New pavement construction and widening are shown with hatching. ✓ For any paving or widening on perimeter roads, the pavement section is the following: 1.5 inches HMA#11 surface on 2 inches HMA #8 binder on 3 inches HMA 45D base on 7 inches #53 stone on 4 inches #2 stone. This aoss-section is shown on the ans. k/ City standard curbs, sidewalks, and pavements are delineated on right -of installations. City of Carmel Department of Engineering Specifications and Guidelines for Plan Design Al 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 existing chair back curb. ✓ Depressed curb for existing drives is shown where new curb is installed in righEaf-way ✓ In cases without curbs, a 3-foot #73 stone shoulder is provided along the auxiliary lanes and along any ✓ pavement widening. The stone is a minimum depth of 6 inches. Subsurface drains are shown under the 3-foot wide #73 stone shoulder. Each curb return radius at each entrance is 40 feet. Maintenance of Traffic Plan YES NO WA Maintenance of Traffic Plan is provided. ✓ Traffic Control Plan YES NO WA The following note is on the traffic control plan: 'ALL SIGNS ARE INSTALLED BY THE CITY AND REQUIRE AN ORDINANCE' Details YES NO WA The local street pavement section is the following: 1.5 inches HMA #11 surface on 2 inches HMA #8 binder ✓ on 3 inches HMA #5D base on 7 inches #53 stone. This crass -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 toot inside the right-of-way line, etc.) is induced in the plans. City of Carmel standard chair back curb detail is provided. ✓ City of Carmel standard roil curb detail is provided. ✓ City of Carmel standard sidewalk detail is provided. ✓ City of Carmel standard subsurface drain detail is provided, ✓ 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 ✓ he sidewalk. Sidewalk built with driveways shall have a minimum thickness of 6 inches or thickness of driveway, whichever is preater 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. The standard City of Carmel backfill requirements are incorporated into the Water Main Trench Detail. City of Carmel Department of Engineering Specifications and Guidelines far Plan Design City of Carmel standard Steel Cut Patch Detail is included for street cuts. / v/ Depressed Curb Detail is provided. v Maximum spacing of concrete curb control joints is 10 feet on tangents and 5 feet on radii. Maximum 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 prevented on 24' by 36" sheets. ✓ Traffic study to be conducted if in congested area or if high traffic volume is expected from site. ✓ Details Of Traffic Study Projected number of motor vehicle tips to enter and leave the site estimated for daily peak hour traffic levels. The projected traffic flow pattern including vehicular movements at all major intersecllons likely to be affected by the proposed use of the site. The impact of this mall c upon existing abutting Existing public and private ways in relation to existing road capacities. ✓ and proposed daily and peak hour traffic levels, as well as road rapacity levels also shall be given. City of Carmel Depanment of Engineering Specifications and Guidelines for Plan Design y affixing my seal below, I, the applicant and duly appointed representative of the owner, hereafter referred to as the atitioner, indicate that all the above requirements listed on the preceding six pages have been met, or, in the case of non -applicable response or in the case of answering "no" to any of the above statements, have attached a letter and oper documentation stating the reason for not complying with the above said requirements. Submitting plans along th this stamped and signed document obligates me, the petitioner, to agree to the following requests by the apartment of Engineering hereafter referred to as the reviewer. The petitioner will notify the reviewer in the event of iy changes to the submitted plans and is required to submit revised drawings for approval that highlight those ranges from the petitioner's previously submitted plans. The reviewer reserves the right to request that changes be ade to the plans at any point in the petitioner's design process. In the event that any of the requirements are not and fulfilled by the petitioner as guaranteed by this agreement, the reviewer reserves the right to return the plans Id delay reviewing and approval until all requirements are met, or are eliminated by the reviewer depending on their Iplicability to the project. The reviewer also stipulates that the petitioner wait to submit revised drawings and sponses to the reviewer's comments until they have included revisions based on comments from Crossroad igineers' review of the drainage report and calculations. It is also understood with the submittal, that upon approval the reviewer, the Board of Public Works and Safety and the other approval entities that exist will not in turn Itomatically approve the petitioner's plans, rp`6ur7�CiM2llU September 16, 2020 Engiri Date David J. Stoeppelwerth City of Cannel Depanmcnt of engineering City of Carmel Permit a: STORMWATER MANAGEMENT PERMIT APPLICATION Submission of this application constitutes notice that the project site owner is applying for coverage under the Carmel City Code §6-180 through §6-209 for stormwater discharges associated with construction activity disturbing % acre or more of land. Permitted project site owners are required to comply with all terms and conditions of the Carmel City Code. Project Name. Jackson's Grant on Williams Creek, Section 8 Project Location: Approximately 1,400' West of Spring Mill Road and approximately 3,800' North of 116th St. Quarter: NW Section: 34 Township: 18N Range: 3E Project Site Owner Name: Douglas B. Wagner Tide/Positioa: Senior Vice President company: Jackson's Grant Real Estate Co., LLC by JG Development Co., LLC its manager Address:13578 East 131 st Street, Suite 200 City: Fishers State: Indiana Zip:46037 Phone:317-770-7011 Fax, E-mail Address:dwagner@republicdev.com SWPPP Contact Person: Company Name: Jackson's Grant Real Estate Co., LLC by JG Douglas B. Wagner Development Co., LLC its manager Affiliation to Project Site Owner: Same Address (If different from above): City: State: Zip: Phone: Fax: E-mail Address: Estimated Project Duration: December 2020 thru December 2025 By signing this application, I certify the following: A. The storm water quality measures included in the Storm Water Pollution Prevention Plan (SWPPP) comply with the requirements of §6-I80 through §6-209 of the Carmel City Code, the City of Carmel Stormwater Technical Standards Manual, and all applicable federal, state, and local Stormwater requirements; B. The measures required by the Smrmwater Pollution Prevention Plan (SWPPP) shall be implemented; C. Stormwater quality measures beyond those specified in the Stormwater Pollution Prevention Plan (SWPPP) will be implemented during the life of the permit if necessary to comply with the Carmel City Code; and D. Implementation of Stormwater quality measures will be inspected by trained individuals; E. Pursuant to Carmel City Code § 6-205, the City reserves the right to inspect and/or implement the stormwater quality measures outlined in in the Stormwater Pollution Prevention Plan (SWEEP) or provide maintenance thereto, at my expense, if not performed. �� &.I—./ µ = Douglas B. Wagner - Senior Vice President Sept. 16, 2020 Signature ofP jest Owner Printed Name Date Approved: Engineering Department Date Approval of this application constitutes acceptance of the Smnn Water Pollution Prevention Plan (SWPPP) by the City of Carmel. NOTICE OF INTENT TO CONSTRUCT A WATER MAIN EXTENSION State Form 49008 IRS / 4-15) Approved by State Board of Accounts, 2015 1. Tire of proposed project 2. County of proposed project Jackson's Grant on Williams Creek, Section 8 Hamilton 3. Location of proposed project (including nearest publk intersection and nearest quarter Section, Township. Range) Approximately 3,800' North of 116th Street and approximately 1,400' West of Spring Mill Road. Part of the Northwest Quarter of Section 34, Township 18 North, Range 3 East. 4. Name, ti le, eanall address and firm of responsible person (as defined in 3271AC 8-3.5-6) 5. Telephommumber of responsible person Douglas B. Wagner, Senior Vice President dwagner@republicdev.com, Jackson's Grant Real Estate '317' 770-7011 Co., LLC by JIG Development Co., LLC its manager 6. Address of responsible person (number and street, city, state, and ZIP code) 13578 East 131st Street, Suite 200, Fishers, Indiana 46037 7. Name of Public Water System (PWS) 8. PWS identification number Carmel City Utilities 5229004 9. Address of MS (number and street, city. state, and ZIP Fade) 10. Telephone number of MS 30 West Main Street, Suite 220, Carmel, Indiana 46032 ( 317 ) 571-2451 11. Name and firm of professional engineer 12 Telephone number of professional engineer David J. Stoeppelwerth - Stoeppelwerth 8 Associates, Inc. ( 317 ) 849-5935 13. Address (number and street city, state, and ZIP code) and email address of professional engineer 7965 East 106th Street, Fishers, Indiana 46038 - dstoeppelwerth@stoeppelwerth.com 14, Name and e-mail atltlress of developer (If applkable) 15. Telephone number of developer Douglas B. Wagner, dwagner@republicdev.rwm (317) 770-7011 16. Address of developer (number and street, city, state, and ZIP code) 13578 East 131 st Street, Suite 200, Fishers, Indiana 46037 17. Timing of construction (check one of the following): ® The proposed construction of the water main will begin on 12/2020 1212025 and be completed on . (Cannot begin construction less than thirty (30) days after IDEM receives a complete and sufficient NOI) ❑ The proposed construction schedule will be submitted separate from this NOI at least ten (10) working days before the commencement of the construction and will include a copy of the information an the first page of this NOI. (Cannot begin construction less than thirty (30) days after IDEM receives a cordial and sufficient All 18, Fee Schedule: The complete NOI forth may be submitted by e-mail (darchQaJormingov) or by denied! mal to Me ❑ No fee, exempted under 327 IAC 8-34(a), adders beow IN No fee car water main exlensicnd under 2500 linear feel Indiana Department of Environmental Management ❑ $150 for water ..in axtensions from 2, 501 to 5,000linear feet Orinking Water Permits Section (IGCN Ran 1201) ❑ $250 for water main extensions from 100 North Senate Avenue Soot to 10,00011near feet. Indianapolis, IN 46204 0$500 for water main extensions greater than 10,000 linear feet ffalbeis RglNred,see lllsDDCr%DOS/Drpayment OptiDDs 19. Cedifications: Responsible Person: "I certify that I have reviewed and understand the applicability and eligibility requirements of this rule and that the water main proposed with the submission of this NO$ meets the applicability and eligibility requirements of this rule. I also certify that the design and construction of this project wilt be performed under my direction or supervision to assure conformance with 3271AC 8-3.5 and will meet all local rules or laws, regutations and ordinances. The Information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false iMormabon, including Me passibility of flne and imprisonment. Signature of responsible perso Date signed (month, ay, year) �' September 16, 2020 Professional Engineer: 1 certify under the penalty of law that the design of this project will be performed under my direction or supervision to assure conformance with 327 IAC 8- 3.5 and that the plans and specification will require the construction of said project to be performed In conformance with this rule. The design of the proposed project will meet all local rules or law, regulations and ordinances. The information submitted is, to the best of my knowledge and belief, true. accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and impdsonni reissue o pro ssio gineer Date signed (month, day, year) September 16, 2020 Page 1 of 2 Developer: "I certify under the penalty of law that the construction of this project will be performed under my direction or supervision to assure conformance with 327 IAC 8-3.5. The construction of proposed project will meet all local roles or laws. regulations and ordinances. The information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment" Smarture of developer Date signetl (month, day, year) September 16, 2020 PWS Representative' 1 sedgy under the penalty of law that I have agreed to furnish water to the area in which the water main is proposed. I acknowledge Me public water sWhann-s responsibility for examining Me plans and specifications to determine Mat the proposed water main meet local rules or laws and ortlinances. I also acknowledge Me public water system's responsibilities as oudfined in 327 IAC 8-3b-12. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment" Signature of PWS representhlive Date signed (month, day, yens) Project Design Criteria: chnical Standards (3271AC 8.3.2-20) AMpmjeU? 20. Are any "Alternative Technical Standards" proposin this project?❑Yes, I have attached copies of the approval wi Noater System Capacity Status 21, The PWS's Daily Production Finn Capacity:MGD B. 23,611 GPM 22, The PWS's five (5) highest demand days in the p2) years only: Demantl (MGD) Date (month, day, oar) 1. 21,996,000 8/20/17 2 21,558,000 7/20118 3. 20,851,000 7/18/18 4. 20,640,000 6/9/18 5, 20,208,000 8/27/17 23. Average offive (5) Peak Daily Demand (PDD) listed above: C. MGD 24. Ratio of PDD to PWS Daily Production Capacity = (Item D = Item C I Item A x 100) D, % 26. Anticipated Customer Demand of Proposed Water Main Residential Customers: E. Number of homes 22 F.Average Daily Demand times Peaking Factor (at least 0,87 gpm/home) 0.87 G. TotalAverage Daily Demand times Peaking Factor (G = E x F) 19.14 gpm Other (Commemial and Indus Map Customers: Description (including size of domestic mete): Average Daly Demand (the "Sate Maximum Operating CapassW adds nesfo rm" V meters @ 50 gpm gpm gpm Sub Total: H. gpm TotalCustomer Demand of Proposed Water Main(gpm)=Item G+item H) 1, 1914 gpm Ratio of total Customer Demand of Proposed Water Main (gpm) to the PWS Daily Production Finn Capacity (gpm) (Item J = Item II Item B x 100) J. 0.081 % 26. Comm Connection Hazard Prevention A. Are any of the new customers included in Section 25 designated as cross connection hazards (see instructions)? ❑ Yes ■ No 0 N/A B. Will an air gap be constructed or a reduced pressure principal backfiow preventer be installed on the customers service line? ❑ Yes ® No ❑ WA Page 2 of 2 CONSTRUCTION STORMWATER — rtel �� SIGNED CERTIFICATION For questions regarding the Stommvater Progrem and (Appl/or to online application submittals only) the requirement to complete this form, correct: �- Sul., (MEN IDEM Sth materSenate Program INDI NA DEPARTMENT ENVIRONMENTAL MANAGEMENT OE PATER 100 Napo Senate Avenue IGCN ROOM 7255 OFFICE OFFICE OF WATER QUALITY DU LI Indianapolis, Indiana 662042251 Note: Submission of the Constructor, Stormwater- Signed Cetlwcafion lore, is the final Telephone: (317) 233-1864 or (800) 451-e027(wlth/n Indiana) step to complete online applications rorpermit coverage and terminations under3271AC 1&5 (Constriction Stormwater General Permit). The signature "Micalim (wet Ink) is Emall: Stommvatrolidem IN aov required as part of the application process and consistent with the US. Environmental Protection Agency Cmss-Medla Electronic Reporting Rule (CROMERR). Web Access: Up /A,.lNoowi tl I t t 12331 him PROJECT INFORMATION Authorization Number (Begins with INR and six (6) characters. Required /.,Amendments, Renewals, and Terminations.): Submission Reference Number(Assignedloreach online submission): HP2-RSHE-FTHHT Project name (As it appeared on the "Notice of lotenf): Jackson's Grant on W IllamH Creek, Section 8 Pmject Contact W address IDEM Questions (an indMdueh: Telephone: 317-770-7011 E-mail: dwagnerc@republicdev.com NOTICE OF INTENT (Complete this Section forN01 Submittals.) Notice of Intent: ❑ Initial ❑ Amendment ❑ Renewal Transmittal and Enclosure Requirements: Check One: ❑ Fee has been paid online: The application for permit coverage under 327 IAC 15-5 (Construction Stormwater Permit) was submitted through the IDEM online system and the application fee of $100 was paid at that time (if the application was associated with an amendment and no fee is required). Mail this completed form to: IDEM, Office of Water Quality Stormwater Program 100 N Senate Avenue, IGCN Room 1255 Indianapolis, IN 46204-2251 ❑ Fee has not been paid: The application for permit coverage under 327 IAC 15-5 (Construction Stormwater Permit) was submitted through the IDEM online system and at the time of submittal, the option to pay the application fee of $100 with a check was selected. The check in the amount of $100, payable to IDEM, OWQ is enclosed. Mail this completed form and payment to: IDEM, Accounts Receivable 100 N Senate Avenue, IGCN Room 1340 Indianapolis, IN 46204-2251 NOTICE OF TERMINATION (Complete this Section for NOT Submittals.) Notice of Termination: ❑ Construction Complete ❑ Change of Ownership ❑ Early Release from Permit Coverage The application to terminate permit coverage under 3271AC 15-5 (Construction Stormwater Permit) was submitted through the IDEM online system. Mail this form to: IDEM, Office of Water Quality Stormwater Program 100 North Senate Avenue, IGCN Room 1255 Indianapolis, IN 46204-2251 CERTIFICATION AND SIGNATURE This forth is the official certification for the construction stormwater online submittal associated With the Submission Reference Number referenced above. By signing this form, I certify under penalty of law, including under penalty of perjury as specified by IC 35-44.1-2-1 and other penalties specified by IC 13-30-10, that this document, the project information submitted online and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. Printed name of project site owner (Name .fa 1c aas d.fineof in 33227/11c1&5 andsubmined online): DOD9la5 B. Wagner Signature of project site owner (indNidual): Y• W Date (month, day, yead: -604, This "Constmction Stormwater- Signature Verification' form must be signed by an individual meeting the signatory requirements in 327 /AC 15-4-3 . The submittal requires an original wet Ink signature hotoco ies are not acceptable. STOEPPELWERTH & ASSOCIATES, INC. 7965 East 1060' Street Fishers, In 46038 PHONE: 317-849-5935 FAX: 317-849-5942 email transmittal To: Amanda Dolph Indianapolis Star Dept Public Notice Dept. From: Betsy Bredlau - Account No. 2342 Date: September 17, 2020 Re: Jackson's Grant on Williams Creek, Pages: 1 Section 8 Job No: 60160REP-S7 Email: Publicnotices@indystar.com X Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle Notes: Please publish the following notice and bill Stoeppelwerth & Associates, Inc., 7965 East 106o' Street, Fishers, Indiana 46038. Please also confirmation receipt of this notice and the date of publication: PUBLIC NOTICE Jackson's Grant Real Estate Co., LLC by JG Development co., LLC its manager 13578 East 131" Street, Suite 200, Fishers, Indiana 46037 is submitting a Notice of Intent to the Indiana Department of Environmental Management of our intent to comply with the requirements of 327 IAC 15-5 to discharge storm water from construction activities associated with Jackson's Grant on Williams Creek, Section 8 located approximately 1,400' on the West side of Spring Mill Road approximately 3,800' North of 116" Street and is scheduled to commence December 2020 and should be completed by December 2025. Runoff from the project site will discharge to the Williams Creek. Questions or comments regarding this project should be directed to Douglas B. Wagner with Jackson's Grant Real Estate Co., LLC by JG Development co., LLC its manager.