Kerr County Subdivision Rules & Regulations Adopted by Commissioners Court Order # 26777 December 11, 2000 $10.00 ~ ~~~~ `~- a a O O Cb Subdivision Rules & Regulations APPENDIX Water Availability Requirements Manufactured Home Rental Communities Kerr County Subdivision Rules Bz Regulations December 11, 2000 JANNEIT PJF.PER, I~RR CO. CLERIC 7~• • ~ 6 p /?J• By: ,~,~~ . Fir .T ~. ~AftBE~, ~eAutY ~"` CONTENTS Section I GENERAL PROVISIONS & PURPOSE ........... . Section II DEFINITIONS ............................... . Section III APPLICABILITY & ENFORCEMENT ............. . Section IV VARIANCES ................................. . Section V SUBDIVISION STANDARDS S.O1 General ....................................... 5.02 Raads ....................................... 5.03 Water Disposal System ........................... . 5.04 Utility Lines .................................. . 5.05 Concrete Monuments ........................... . 5.06 Drainage ...................................... 5.07 Fire Safety ......................................................... 5.08 Other Regulations .............................. . Section VI PLATTING PROCEDURE 6.01 Concept Plan .......................... . ,,,.., 6.02 Preliminary Plat and Data ........................ . 6.03 Final Plat .................................... . 6.04 Revision of Plat of Existing Recorded Subdivision .... . 6.05 Cancellation of Subdivision ................ . 6.06 Cancellation of Subdivisions if Land Remains Undeveloped Section VII ROAD SPECIFICATIONS 7.01 Permitted Roads ... ............................. 7.02 Dedication to Public ............................. . 7.03 Design of Public Improvements ... ................. . 7.04 Access to Permitted Roads ........................ . 7.05 Commercial Driveways ...... .................... . 7.06 Publicly Dedicated Paved Roads .................... . 7.07 Privately Maintained Paved Roads .................. . 7.08 Privately Maintained Unpaved Roads ................ . 7.09 Encroachments irno Public Right of Way .............. . 7.10 Acceptance of Road for County Maintenance .......... . 7.11 Conditions of Acceptance ......................... . 7.12 Filing of Record Plat ............................ . Section VIII INSPECTION, APPROVAL & ACCEPTANCE 8.01 Inspections ................................ ..... ^ 8.02 Acceptance ...................................... KC Sub Rules & Regs Revision Page 2 Page 4 7 12 13 14 IS 16 16 I7 17 18 18 l9 19 22 25 26 27 29 29 29 29 30 30 37 38 39 39 39 40 41 41 Section IX GUARANTEE OF PERFORMANCE 9.Oi Security Bond ....................... . .......... . 9.02 Maintenance Bond .............................. . 9.03 Security Extension ............................. . Section X MISCELLANEOUS PROVISIONS 10.01 Waiver of City Jurisdiction ......................... . i 0.02 Severability ..................................... . Section XI ENFORCEMENT ........................... . ............... . APPENDIX APPENDIX A Owners Acknowledgment .................................... . APPENDIX B CERTIFICATIONS 1) Certifications by Registered Professional Land Surveyor .......... . 2) Certifications by Administrator of On-Site Sewage Facilities ....... . 3) Certifications by Administrator of Headwaters Underground Water 4) Certification by Administrator of Flood plain ... ............... . 5) Certification by Director of Kerr 911 Emergency ................ . 6) Certification by County ................................... . 7) Commissioners Court Approval ............................. . 8) County Clerks Recording Acknowledgment .................... . 9) Privately Maintained Paved Roads ........................... . 10) Private Maintained Unpaved Roads .......................... . 11) City Planning Commissions (Kerrville, Center Point, Ingram) ...... . APPENDIX C Performance Bond .......................................... APPENDIX D Trust Agreement in Lice of Performance Bond . . ............ ...... . APPENDIX E Maintenance Bond ......................................... . APPENDIX F Fee Schedule .............................................. . APPENDIX G Drawing of Typical Road .................................... APPENDIX H Utility Cut of Across County Road .................................. APPENDIX I Routing Slips for Platting Subdivisions ......................... . APPENDIX J TxDOT Standard Specifications Flexible Base ..................... APPENDIX K Drawing of Typical Curbed Road ............................. . APPENDIX L Concept Checklist ......................................... EXHIBITS Exhibit "A" Ken County Water Availability Requirements Exhibit "B" Manufactured Home Rental Communities KC Sub Rules & Regs Revision Page 3 42 42 42 43 43 44 GENERAL PROVISIONS & PURPOSES Section I 1.01 Regulating the Filing for Record of Subdivision Plat and Other Requirements Pertinent thereto for all subdivisions situated outside an incorporated town or city that has adopted Subdivision Rules and Regulations in Kerr County, Texas, and subject to the jurisdiction of the Commissioners Court of Kerr County, Texas. If any incorporated town or city should waive, by variance or whatever, its jurisdiction over any subdivision or part of a subdivision which is located within its Extra Territorial Jurisdiction these regulations shall be applicable. 1.02 Subdivision Plat as defined by Section 232.001 of the Local Government Code shall be required to be prepazed by the owner if a tract of land is subject to the jurisdiction of the Commissioners Court set forth above and is divided into two or more parts to lay out: A. A subdivision of the tract, including an addition; B. Lots; or C. Streets, alleys, squazes, parks, or other parts of the tract intended to be dedicated to public use dr for the use of purchasers or owners of lots fronting on or adjacent to the streets, alleys, squazes, parks, or other parts. A division of a tract includes a division regardless of whether it is made by using a metes and bounds description in a deed of conveyance or in a contract for a deed, by using a contract of sale or other executory contract to convey, or by using am other method. 1.03. A subdivision shall not be subject the platting requirement of these rules and regulations if: A. The owner does nat lay out a part of the tract described in Section 1.02.C. and the land is to be used primarily for agricultural use, as defined by Section 1-d, or for farm, ranch, wildlife management, or timber production use as defined in Section 1-d- I, Article VIII. Texas Constitution. If the land ceases to be used for agricultural use or for farm, ranch, wildlife management, or timber production use the platting requirement shall apply. B. The tract is divided into four or fewer parts and each pf the lots is to be sold, given, or otherwise transferred to an individual who is related to the owner within the third degree by consanguinity or affuuty, as determined under Chapter 573, Government Code; and the owner does not lay out a part of the tract as described in Section 1.02.C. C. All of the lots of the subdivision are more than ten acres; and the owner does not lay out a part of the tract as described in Section 1,02.C. D. All of the lots are sold to veterans through the Veteran's Land Boazd program; and the owner does not lay out a part of the tract as described in Section 1.02.C. E. All of the tract of land to be divided belongs to the state or any state agency, board, ,~ commission or owned by the permanent school fund or any other dedicated funds of KC Sub Rules & Regs Revision Page 4 the state; and the owner does not lay oui a part of the tract as described in Section -' 1.02.C. F. All of the tract of land to be divided is owned by a political subdivision of the state; the land is situated in a floodplain; and the lots are sold to adjoining landowners. G. A tract is divided into two parts and one new part is retained by the owner, and the other new part is to be transferred to another person who will further subdivide the tract subject to plat approval requirements contained herein; and the owner does not lay out a part of the tract as described in Section 1.02.C. H. A tract is divided and all of the parts are transferred to persons who owned undivided interest in the original tract and a p}at is filed before any further development of any part of the tract; and the owner does not lay out a part of the tract as described in Section 1.02.C. 1.04. A revision of a plat previously approved shall be subject to the same rules and regulations contained herein except as specifically modified for the revision of a plat (see Section 6.04.C.). 1.05. These Subdivision Regulations have been adopted based on the following findings: (a) The Commissioners Court of Kerr County has the authority to regulate the subdivision platting process pursuant to Texas Local Government Code, Chapter 232 (b) The Commissioners Court of Kerr County has been designated by the Texas Natural Resource Conservation Commission as the authorized agent for the licensing and regulation of on-site sewage facilities within Ken County and these Regulations are a necessary component of such regulation; (c} The Commissioners Court of Kerr County has the authority and obligation to exercise general control over the Roads, highways, bridges and related drainage structures and development within Kerr County; (d) The Commissioners Court of Ken County has been granted the authority and responsibility under the Federal Emergency Management Act to administer flood plain development regulations within the County and to regulate associated development; (e) Ken County has been designated by the Texas Water Development Board to be a county within a Priority Groundwater Management Area. The Commissioners Court of Kerr County has been granted the authority pursuant to Chapter 35, Section 35.019, Texas Water Code to require any person seeking plat approval to show: (1) Compliance with Water Availability Requirements adopted by the commissioner's court; and (2) That an adequate supply of water of sufficient quantity and quality is available to supply the number of lots proposed for the platted area. KC Sub Rules & Regs Revision Page 5 (fj The Commissioners Court of Kerr County has the authority and obligation to protect the public health, safety and welfare of the citizens of Ken County; KC Sub Rules & Regs Revision Page 6 Section II DEFINITIONS For the purposes of Ken County Subdivision Rules & Regulations, the following terms, phrases, words and their derivations shall have the meaning ascribed to them in this section: Definitions not expressly prescribed herein are to be construed in accordance with customary usage in governmental planning and engineering practices. Alley: A minor public right-of--way not intended to provide the primary means of the access to abutting lots, which is used for vehicular service access to the reaz or sides of properties otherwise abutting on a road. AASHTO: American Association of State Highway and Transportation Officials. ASTM: American Society for Testing of Materials. Authorized Agent: Any office referred to in the Regulation by title means the person employed or appointed by the County in that position, or duly authorized representative. Community Sewage Collection System: An on-site sewage collection, treatment and disposal system designed to serve two or more sewage generating units on separate lots in a - subdivision or a system that is connected to another system for the collection, treatment and disposal of sewage. Concrete Monument: Permanent concrete survey marker. County: Ken County, Texas County Clerk: Kerr County Clerk Court: Kerr County Commissioners Court Cul-dc-sac: A road having only one entrance and termination at the opposite end by a vehicular turnaround. Dead-end-Street: A road with only one entrance from another public road. Developer: Any person, owner, corporation, other entity or any agent thereof, dividing or proposing to divide land so as to constitute a subdivision as that term is defined herein. Sometimes referred to herein as owner. .DWG: Suffix indication an AutoCAD ®document (used by most computers aided drafting softwaze). KC Sub Rules & Regs Revision Page 7 Easemen#: A limited use of another's real property. ETJ: Eztra Territorial Jurisdiction: Local Government Code § 42.021. Extent of Ertraterritorial Jnrisdirtion 'The extraterritorial jurisdiction of a municipality. the unincorporated area that is contiguous to the corporate boundaries of the municipality and that is located: (1) within one-half mile of those boundaries in the case ofa municipality with fewer than 5,000 inhabitants; (2) within one mile of those boundaries, in the case of a municipality with 5,000 to 24,999 Inhabitants; (3) within two miles of those boundaries, in the case of a municipality with 25,000 to 49,999 inhabitants; (4) within 3'/s miles of those boundaries, in the case of a municipality with 50,000 to 99,999 inhabitants; or (5) within five miles of those boundaries, in the case of a municipality with 100,000 or more inhabitants; Acts 1987, 70th Leg., ch. 149, § 1, eff. Sept. 1, 1987. Fee Schedule: Applicable fees from all applicable agencies during the platting process. (See Appendix F) FEMA: Federal Emergency Management Agency HUWCD: Headwaters Underground Water Conservation District Lot: An undivided tract or parcel of land having frontage on a public or private road which is, or in the future may be ogered for sale, conveyance, transfer or improvement; which is designated as a distinct and separate tract in a subdivision plat which has been properly filed and recorded. Kerr 911: The Board of Managers, authorized employees, agents and representatives of the Ken Emergency 9-1-I Network, the Emergency Communications District serving Kerr County. Kerr County Flood Damage Prevention Order. An order adopted by the Kerr County Commissioners' Court based on the Flood Insurance Study for Ken County, Texas dated January 1979 with accompanying Flood Insurance Rate Maps and Flood Boundary-Floodway Maps (FIRM and FBFM) and any revisions thereto. This order is the basis for establishing areas of -- special flood hazard in Kerr County and aids in the administration of the National Flood Insurance KC Sub Rules & Regs Revision Page 8 Act of 1968 and the Flood Disaster Protection Act of 1973 as amended. This study has -' developed flood risk data for various areas of the community that will be used to establish actuarial flood insurance rates and assist the community in their efforts to promote sound flood plain rrranagement. I1~Iinimum flood plain management requirements for participation in the National Flood Insurance Program are set forth um the Code of Federal Regulations at 44 CFR, 60.3. and Section 16.316 of the State of Texas, Texas Water Code. 1VIITTCD: Texas Manual on Uniform Traffic Control Devices NGVD: National Geodetic Vertical Datum OSSF: On-Site Sewage Facility Owner. As used herein is the same as developer. Pavement Width: The portion of a street or road available for vehicular traffic that is between the backs of curbs; otherwise it is the portion between the opposite edges of the pavement. Person: Any individual, association, firm, corporation, governmental agency, or political subdivision. ~. Plat: A complete and exact plan for the subdivision of a tract of land into lots for building or other purposes, which, if approved, may be submitted to the County Clerk for recording. Private Road: A privately owned way or place used for vehicular travel, and used by the owner and persons who have the owner's express or implied permission. A private road shall not be maintained by Kerr County. Public Road: A way or plaice used for vehicular travel that is open to the public and Kerr Courrty has not accepted by grant, formal dedication, implied dedication, condemnation or prescription, and may not be maintained by Kerr County. Public County Road: A road open to the public that is under the control of Kerr County by grant, formal dedication, implied dedication, condemnation or prescription, and is maintained by Kerr County. Re-plat: See Revision of Plat Revision of Plat: Any change to an approved plat in the lay out of a subdivision including, but not limited to lvt size, lot lay out, names, streets, alleys, squares, parks, or other parts. KC Sub Rules & Regs Revision Page 9 .. Road: A way or place used for vehicular travel which may be a right~of--way or easement, however designated, which provides vehicular access to adjacent land. a) An "arterial road" is a road that serves a large area. It is a more heavily traveled route connecting urban areas and major traffic generators. Arterials are often divided into major and minor categories. b} A "collector road" is a principal thoroughfare within subdivision, It collects traffic from lower volume roads and channels the traffic into the arterial system c} A "local road" is a low volume road that serves traffic-generating points or terminal points. It provides direct access to the land or residence and has relatively light traffic vohunes. d} A "country lane" is one used primarily for access to abutting residential property with lots of 10 acres aze more. This type of road shall be mandated by the Commissioners Court in those cases where a right of way exists and minimal access is desired Regulations: Ken Coutrty Subdivision Rules & Regulations Right-of--Way (ROW): The azea within the outermost boundaries of a street or road inchiding the area for a constructed water course or drainage ditch. Routing Slip: Checklist obtained from County Engineer's Office showing all applicable persons have received plat for review and appropriate fees aze paid. Sale: The actual closing where the title to the property is transferred or a contract for deed fully executed. Shall, May: The word "shall" is always mandatory. The word "may" is merely directory. Street: See road. Subdivision: A division of a tract of land into two or more parts. Surveyor: A Registered Professional Land Surveyor, as authorized by the State statutes to practice the profession of land surveying. TNRCC: Texas Natural Resources Conservation Commission. UGRA: Upper Guadalupe River Authority USGS: United States Geographical Survey KC Sub Rules & Regs Revision Page 10 Utility Easement: An interest in land granted to the Public generally and / or to a private or public utility corporation, for installing, operating, and maintaining utilities across over and under private land, together with the right to enter thereon with machinery and vehicles necessary for the maintenance of said utilities. Utility Lines: An apparatus used to convey a utility to the consumer (ie. telephone or electric lines or buried cable, water lines, gas lines, sewer, etc.) KC Sub Rules & Regs Revision Page 11 .--- Section III APPLICABILITY AND ENFORCEMENT 3.01 No plat shall be filed for record in Kerr County unless the standards contained or referred to herein have been complied with in full. No lot in any Subdivision shall be sold until the Final Plat is approved and recorded, and all the standards, specifications or requirements contained or referred to herein have been complied with in full. 3.02 The County Engineer as the authorized agent for Kerr County is hereby authorized and directed to enforce rules, regulations, standards and specifications for the construction, installation, design, location and arrangement of all components of a subdivision including but not limited to roads, easements, sidewalks, monuments, utilities, criteria for drainage easements requirements, drainage facilities, and crosswalks. The engineer shall recommend to the Court any changes to be made. All such improvements shall be constructed, installed, designed, located, and arranged by the sub-divider in accordance with such rules, regulations, standards, and specifications. 3.03 On behalf of Kerr County, the County Attorney shall, when directed by the Court, institute appropriate action in a court of competent jurisdiction to enforce the provisions of these Rules and Regulations or the Standards referred to herein with respect to any violation thereof which occurs within the County. 3.04 If a subdivision exists for which a final plat has not been approved and recorded or in which the standards contained or referred to herein have not been complied with in full, the Court shall pass a resolution reciting the fact of such noncompliance or failure to secure final plat approval, the County Clerk shall, when directed by the Court, cause a certified copy of such resolution under the corporate seal of the County to be filed in the Deed Records of Kerr County. If full compliance and final plat approval aze secured after the filing of such resolution, the County Clerk shall forthwith file an instrument in the Deed Records of such county stating that the resolution ofnon-compliance no longer applies. 3.05 Provided, however, that the provisions contained herein shall not apply to any recorded subdivision, or lot therein, which was approved and recorded or had preliminary plat approval prior to the acceptance of these regulations. All subdivisions approved prior to acceptance date hereof shall be subject to rules and regulations effective at the time of preliminary plat approval. 3.Ob The developer shall be responsible for all costs of the improvements required by these Subdivision Rules and Regulations, and all other costs related thereto, including costs related to inspection of construction within the subdivision as set forth herein. 3.07 Penalties or enforcement for non-compliance aze set forth in Section 232 of the ,,..,, Local Government Code. KC Sub Rules 8c Regs Revision Page 12 Section IV VARIANCES The Court may authorize a variance from these regulatidns when, in its opinion, undue hardship will resuh from requiring strict compliance. In granting a variance, the Court shall prescribe only conditions that it deems necessary to, or desirable in, the public interest. In making the findings here-in-below required, the Court sha11 take into accourrt the nature of the proposed use of the land involved, existing use of land in the vicinity, the number of persons who will reside or work in the proposed subdivision, and the probable effect of such variance upon traffic conditions and upon the public health, safety, convenience and welfare in the vicinity. No variance shall be granted unless the Court finds: 4.01 That there are special circumstances or conditions affecting the land im-olved such that the strict application of the provisions of these Rules & Regulations would deprive the applicant of the reasonable use of his land; and 4.02 That the variance is necessazy for the preservation and enjoyment of a substantial property right of the applicant; and 4.03 That the granting of a variance will not be detrimental to the public health, safety or welfare, or injurious to other property in the azea; and 4.04 That the granting of a variance will not have the effect of preventing the orderly subdivision of other land in the area in accordance with the provisions of the Rules & Regulations. Such findings of the Court together with the specific facts upon which such findings are found shall be incorporated into the official minutes of the Court meeting at which such variance is granted. Variances may be granted only when in harmony with the general purpose and intent of these Rules & Regulations. Monetary hardship to the subdivider, standing alone, shall not be deemed to constitute undue hardship. KC Sub Rules & Regs Revision Page 13 Section V SUBDIVISION STANDARDS No preliminary or final plat shall be approved by the Commissioners Court and no completed improvements shall be accepted by the Court unless they conform to the following standards and specifications: 5.01 General: S.O1.A Provision for future subdivisions: If a tract is subdivided into parcels larger than ordinary building Iots, such parcels shall be arranged to allow the opening of future roads. 5.01.8 Reserve strips prohibited: There shall be no reserve strips controlling the only access to hand dedicated or intended to be dedicated for public use. S.O1.C Right of Way: All public right of ways shall be cleared of all impediments including boulders, stumps, trees, or any other debris. Selective clearing may be approved by County Engineer. Right of way limits shall be contiguous with lot lines. S.O1.D. Acreage Requirement to Meet Water Availability Requirements: _.._ The total number of lots permitted in any subdivision shall not exceed the total acreage in the subdivision divided by five (S) acres unless surface water is the primary source of water for the public or community water system of the subdivision. ' 5.01.E Lot Size: The mirmum lot size is as follows subject to Section 5.01 D. above; the current Order for Rules of Ken County, Texas for On-site Sewage Facilities, if applicable; TNRCC Rules and Regulations, if applicable; and Rules and Regulations of HIJWCD, if applicable: 1. Five {5) acres for lots where an individual water well is planned to be the source of potable water. 2. No acreage limitation for lots served by community or public water systems and served by OSSF if such OSSF can be installed in compliance with the current Order for Rules of Kerr County, Texas for On-site Sewage Facilities. 3. No acreage limitation for lots to be served by a community or public water system and a community sewage collection system. S.O1.F. Building Setbacks: The minimum allowed building setback from road right of way is twenty (20) feet. S.OI.G. Other developments: Developments such as Planned Unit ^ Developments (PUD), Cluster Developments, and Condominiums not covered under these KC Sub Rules & Regs Revision Page 14 regulations will be reviewed on an individual basis by the County Engineer and the Commissioners Court. 5.02 Roads: 5.02.A Raad Layout: Adequate roads shall be provided by the developer, and the arrangement, character, extent, width, grade and location of each shall be considered in their relation to existing and planned roads, to topographical conditions, to public safety and convenience, and in their appropriate relationship to the proposed use of land to be served by such roads. The road layout shall be devised for the most advantageous development of the entire neighborhood 5.02.B Relation to adjoining road system:. Where necessary to the neighborhood pattern, existing roads in adjoining areas shall be continued, and shall be at least as wide as such existing roads and in alignment therewith. 5.02.C Projection of roads: Where adjoining areas are not subdivided, the arrangement of roads in the subdivision shall make provision for the proper projection of roads into such unsubdivided areas. 5.02.D Road intersections: Road intersections shall be as neazly at right angles as practicable, giving due regard to terrain and topography. 5.02.E Cul-de-sacs: Cul-de-sacs right of way shall have a radius of not less than fifty (50) feet with a surface of forty (40) feet. 5.02.F Lot and block numbers are to be arranged in systematic order and shown on the plat. Each block will be numbered sequentially beginning with the number one (1), and each subdivision unit will have a separate lot and block designation. Section VII.) 5.02.G Road construction and design shall meet requirements herein. (See 5.02.H Road Names: Proposed roads which are in alignn>~ents shall conform to Texas Department of Transportation (TzD07~ Standard Specification (1993), Item 132. (b) Unstable Material: Unstable material encountered in either excavated section or beneath embankments shall be removed to a depth of not less than one foot below natural ground or finished sub grade and replaced by satisfactory material. Material so removed shall be removed from the ROW. (c) Erosion Control: For projects involving construction and excavation exceeding 1 acre is subject to permitting by EPA's National Pollution Discharge Elimination System Storm Water Mulit-Sector General Permit for Industrial Activities. 7.06.3 Roadway Ditches: Ditches intended for parallel drainage shall be designed to ~. accommodate runoff to be expected at a two-(2) year frequency. On grades of more than three (3%) percent, in friable soils, erosion control by sodding and/or seeding or by properly designed checks of concrete, stone or sod blocks shall be included. 7.06.4 Culverts: Cross drainage culverts shall be designed for runoff to be expected at a five (5) year frequency; may be with standard reinforced concrete pipe, corrugated galvanized metal pipes or reinforced concrete boxes; and shall be capable of sustaining "H-20 Highway Loading." No box culvert shall be smaller than two (2) feet in either waterway height or depth. No pipe structure shall have waterway area of Iess than 1.76 square feet (1$ inch diameter). 7.06.5 Side Road or Entrance Culverts: No entrance culvert shall be less than twenty (20~ feet in length with waterway of not less than 1.76 square feet (18 inch diat»ter) and shall be designed for runoff of two (2) year frequency. Headwalls, if placed, shall be of reinforced concrete or course laid masonry, and shall be no higher than six (6) inches above the base crown elevation. 7.Ob.6 Bridges: All bridges shall be designed by a Registered Professional Engineer with at least five years experience in bridge design. The load capacity shall be not less than "H-20" as defined. Bridges shall be founded and protected by rip rap to withstand floods of one-hundred (100) year frequency. KC Sub Rules & Regs Revision Page 31 "` 7.06.7 Overflow Sections: The Comnussioners Court will consider allowing the installation of overflow sections (low water crossings). Such consideration will adjudge the probable frequency and depth of overflow, the traffic potential and the nature of the tnbutary azea. The following conditions are considered suitable for the installation of overflow sections: (a) Drainage Courses: Drainage courses having no defined channel where channel construction would develop liability for diversion or concentration of runoff. (b) Streams: Streams having a defined channel for normal flow and usual runoff with a wide flood plain covered by infrequent storms. (c} Stream Crossings: Stream crossings where traffic potential does not economically warrant bridge construction (d) Construction: Overflow sections shall be of reinforced concrete, not less than five (5) inches in thickness and containuig five (5) sacks of Portland cement per cubic Yazd of finished concrete; shall extend horizontaIIy between high water elevation calculated for a design storm frequency; and perimeter footing shall extend downward to stable foundation. (1) Reinforcement: Reinforcement shall be not less than No. 4 bars placed twelve (12") inches on centers, both longitudinally and transversely. Laps, if required, shall be not less than twenty (20) inches and shall be staggered in position. Laps shall beforty-(40) times bar diameter. (2) Crown Width: The crown width of overflow sections shall be not less than two (2) feet wider than the approach pavement or surface. 7.06.8 Base or Base Courses: (a) Material: Material for base courses shall be in accordance with Texas Department of Transportation (TxD47) Standard Specij~cation as specified for each of the following type of roadways. (See Appendix ~ (1) Arterial Road: Type A, Grade 2 (2) Collector Road; Type A, Grade 2 (3) Local Road: Type C, Grade 2 (4) Country Lane: Type C, Grade 2, or Caliche, Grade 3 (b) Construction Methods: Base on all streets and roads shall have a compacted base depth of not less than six (6") inches and shall be --- constructed in two approximately equal courses. The material shall be KC Sub Rules & Regs Revision page 32 dumped, spread, mixed, wind rowed, watered and other operations ~" necessary to produce a uniformly blended mixture of the desired course thickness, moisture condition land gradation. Shaping of the blended mixture to the required grade and line shall follow the mixing procedure and precede the compaction. Compaction of each course of material shall be accomplished by suitable equipment to obtain a minimum density of 95% of AASHTO T180-61 (Standard Proctor). Moisture content shall be maintained neaz optimum during compaction. Soft spots that develop during compaction will be removed and replaced to the required density. Areas that show evidence of segregation shall be replaced before the compaction of the course is complete. The same procedures shall be used in the construction of each course. (c} Variances: The Conunissioners Court may permit minor variances from soil constant requirements stated in the above listed specifications when the minimum compacted depth of course is increased from the minimum stated. (d) Testing Material: Prior to delivery of base material to the road or street, the results of physical tests of the material proposed for use shall be submitted to the County Engineer for approval. These test results shall be certified as conforming to the requirements by an approved commercial laboratory. The certification shall define the azea and column represented by the tabulated results. 7.06.9 Prime Coat: After final finishing, curing and correction of any irregulazities developed during the curing period have been corrected, the area of the base which is to receive surfacing may be primed with an application of approximately two-tenths (0.2) gallons of MC-30 cutback asphalt, or equivalent, per square yard of surface covered. Generally traffic shall be diverted from the primed area until placement of the surface. Should diversion of traffic not be feasible, the prime coat shall be blanket rolled with a pneumatic roller immediately following application. Prime coat shall be permitted to cure following application and before application of surface courses of pavement. 7.06.10 Surface Treatment: All streets and roads in subdivisions, and providing access thereto, which are provided with a wearing surface shall meet the following standards: (a) Asphalt Surface: (1) Asphalt: A two course asphalt surface treatment composed of asphalt and aggregates of the grades and rates of distribution shown below: asphalt shall beCRS-2 emulsion, except that CRS-2h may be placed on roads having sharp curves and steep grades during the period May 1st to October 15th. Total asphalt, both courses, not less than 0.6 gallon per Square Yard. KC Sub Rules & Regs Revision Page 33 (2) Aggregates: Aggregates shall be from grading as established by the Texas Department of Transportation Standard Specifications. (3) Grading Rates of Distribution First Course: Asphalt CRS-2 or CRS-2h emulsion (or AC-10) 0.4 gallon per Sq. Yd. Aggregate Not finer than Grade 3; 1 Cu. Yd. per 90 Sq. Yds. Second Course: Asphalt CRS-2 or CRS-2h emulsion (or AC-10) 0.4 gallon per Sq. Yd. Aggregate Not finer than Grade 4; 1 Cu. Yd. per 100 Sq.Yds. (b) Bituminous Concrete: Should the developer elect, a bituminous concrete pavement may be placed in lieu of the minimum surface treatment described provided a seal coat of grade 4 rock and oil is applied first. Such pavement may be either Hot Mix Asphalt Concrete or Limestone Rock Asphalt Pavement, either proportioned, mixed and laid as required by the pertinent specifications of the Texas Department of Transportation, and providing that any: "Limestone Rock Asphalt Pavement must be placed with an approved spreading and finishing machine and rolling must be delayed for a period sufficient for evaporation of moisture and volatiles." (c) Quality and Spread Rate: Bituminous Concrete Pavement shall be placed in such quantity and spread at such rate as to provide a minimum compacted depth of mat of one and one-half (1'/Z) inch. (d) Surface Treatmeirt: Surface treatment and/or bituminous concrete pavement shall be blanket rolled at least once each day during three days following placement. (e) Neither Surface Treatmerrt nor Asphaltic Concrete shall be placed at any time when: 1. The air temperature is below 60 F and falling; 2. The air temperature is below 50 F, and 3. The roadway surface temperature is below 60 F. KC Sub Rules 1~ Rego Revision Pagc 34 7.06. 1 I Curbed Streets: Where streets or roads aze proposed to be provided with curbs -' or curbs and gutters, design and construction details shall be in conformity with the specifications in 7.06.14. (See Appendix K) 7.06.12 Shoulders: Untreated shoulders shall be bladed and dragged for uniformity after placement of the surface and shall be smooth, stable and well compacted for the entire width. The thickness of base shall not vary from the prescribed thickness by more than one-half (~/Z) inch at any poirn tested. 7.06.13 Cattle Guards: The Commissioners Court will authorize the installation of cattle guazds when considered appropriate for public safety. When permitted, a cattle guard shall be not less than six (6) feet in width, measured along the center of the road and of a length not less than one (1) foot greater than the width of the pavement or twenty (20) feet, whichever is greater. (a) Deck Members: Deck members shall be either weldable upset carbon steel tubing two and three eighths (2-3/8) inches outside diameter or relayed rails weighing not less than seventy (70) pounds per yazd. (b) Support Members: Support members shall be structural steel shapes of size and section adequate for H-15 loading with twenty-five (25) percent impact allowance. Support sections shall be spaced not more than thirty- one (31) inches for tubing decks or forty-eight (48) inches for rail decks. Units may be prefabricated or welded in place, provided fastenings to ~. masonry foundation are arranged for ready removal for clean out. Supporting masonry shall extend to firm foundation or shall be designed 'as an open flume with ends closed except where structure serves as a drainage structure. Pit drainage shall be provided for closed end structures. 7.06.14 Typical Road Sections: The design parameters for the classifications of the roads herein as well as the ultimate design, pursuant to the road definitions contained herein, will be determined by the County Engineer and approved by the Commissioners Court. (a) Minimum Requirements: (1) Arterial Road: An "arterial road" serves a large area. It is a heavily traveled route connecting urban areas, and major traffic generators. Arterials are often divided into major and minor categories. (2) Collector Road: A "collector road" is a principal thoroughfare within a subdivision. It collects traffic from local roads and channels the traffic into the arterial system. Minimum ROW---------------------------------------------- 80' Minimum crown of roadway------------------------------- 4" Minimum section of curbed (face to face of curbs)----- 40' KC Sub Rules & Regs Revision Page 35 ~" Minimum compacted depth of base material------------- 8" Minimum ditch depth (below sub grade at shoulder)--- 12" Minimum base material width--------------------------- 28' Minimum pavement width--------------------------------- 24' Maximum allowable grade---------------------- 12 /o Minimum base material --------------------- Type A, Grade 2 (See APPENDIX ~ (3) Local Road: A "local road" is a low vohune road that serves traffic- generating points or terminal points. It provides direct access to the lots or residence and has relatively light traffic volumes. Minimum ROW--------------------------------- 60' Minimum crown ofroadway--------------------------- 4" Minimum section if curbed (face to face of curbs) 30' Minimum compacted depth of base material-------- 6" Minimum ditch depth (below sub grade at shoulder) 12" Minimum base material width---------------- 24' Minimum pavement width---------------------- 20' Maximum allowable grade------------------- 12% ..-,. Minimum . base material --------------------- Type C, Grade 2 (See APPENDIX .i) (4) Country Lane: A "country lane" is one used primarily for access to abutting residential property lots of 10 acres or more; or instances where the road serves less than 15 lots. (aa) Pav Country Lane Minimum Cleazed ROW------------------------ 60' Minimum crown ofroadway-------------------- 4" Minimum shoulders width- ------------------- 2' Minimum compacted depth of base material--- 4" Minimum base material width--------------- 20' Minimum pavemem width---------------------- 16' Minimum ditch depth------------------------- 12" Maximum allowable grade------------------- 12% Minimum base material -------------------- Type C, Grade 2 or Caliche Grade 3 (See APPENDIX .1) (bb) Unpaved Country Lane is a privately maintained road. It must be -- signed, "Privately Maintained Road." (See Section 5.02.I.3) KC Sub Rules & Regs Revision Page 36 Minimum Cleared ROW------------------------- Minimum crown of roadway------------------- Minimum shoulders width---------------------- Minimum compacted depth of base material-- Minimum base material width--------------- Minimumpavement width---------------------- ditch depth--------------------------- Maximum allowable grade------•------------- Minimum base material ------------------------ 60' 4" 2' 4" 20' N/A Minimum 12" 12% Type C, Grade 2 or Caliche Grade 3 (See APPENDIX ~ (b) Roads in Subdivisions or roads taken into County maintenance program shall be designed in accordance with these regulations. 7.07 Privately Maintained Paved Roads (Collector, Local, or Country Lane). All private roads shall be designed and constructed in accordance with the standards specified in the Ken County Road Design and Construction Specifications for paved (7.06), publicly dedicated roads. Private roads shall be permitted only wfthin Subdivision satisfying each of the following criteria; (a) The following note shall be conspicuously displayed on the Plat: [Owner], by filing this Plat of Record, and all future owners of property within this Subdivision, by purchasing such property, acknowledge and agree that Kerr County shall have no obligations whatsoever to repair or accept maintenance of the roads shown in this subdivision until and unless [Owner] and/or the Homeowners Association has improved the roadways to the then current standards required by Ken County and the roads have been accepted for maintenance by formal, written action of the Ken County Commissioners Court and the roadway has been dedicated by the owners thereof, and accepted by the county as a public road. [Owner] and all fixture owners of property within this Subdivision shall look solely to the Homeowners Association for future maintenance and repair of the roads and streets shown on this Subdivision; and (b) Restrictive covenants establishing a homeowners association, shall be placed on record concurrently with the recording of the Final Plat. (c) All private roads shall be signed in accordance with these regulations. {See Section 5.02.I.3) KC Sub Bales & Regs Rcvision p~ 37 '" 7.08 Privately Maintained Unpaved Roads (Country Lane only). Unpaved roads shall be designed and constructed in accordance with Kerr County Road Design and Construction Specifications except for those pertaining to Surface Treatment (7.06.9 -7.06.12) Unpaved roads shall be permitted within a Subdivision only if each of the following criteria are satisfied: (a) All Resulting Tracts with frontage or access onto the road shall be 10 acres or lamer. (b) Maximum number of eight (8) lots designed for single family residents may have access utilizing a privately maintained unpaved road. (c} The following note shaIl be conspicuously displayed on the Plat: [Owner], by filing this Plat of Record, and all future owners of property within this Subdivision, by purchasing such property, acknowledge and agree that Kerr County shall have no obligation what so ever to repair or accept maintenance of the roads shown on this subdivision until and unless [Owner] and/or the Homeowners Association has improved the roadways to the then current standards required by Kerr County and the roads have been accepted for maintenance by formal written action of the Kerr County Commissioners Court and the roadway has been dedicated by the owners thereof, and accepted by the county, as a public road. {Owner] and all future owners of property within this Subdivision shall look solely to the Homeowners Association for future maintenance and repair of the roads and streets shown on this Subdivision. (d) Restrictive covenants establishing a homeowners association, created pursuant to an instrument of record concurrently with the recording of the Record Plat; and (e) Restrictive covenants shall be imposed on all of the Resuking Tracts with frontage or access onto the unpaved road proht~iting any future re-subdivision of any tract into lots smaller than ten (10) acres unless the road is first constructed to the County's standards then in effect for paved roads and accepted for maintenance by the County. (f} All private roads shall be signed in accordance with these regulations. (See Section 5.02.I.3) 7.09 Encroachments into Public Right of Way. No driveway or utility construction, mail boxes, landscaping or any other encroachment into public right of way or easements shall be allowed without first obtaining approval from the Kerr County Engineer's office. 7.10 Acceptance of Road for County Maintenance. The developer or homeowners ~" association shall remain responsible for all maintenance and repair of roads within subdivision KC Sub Rules & Regs Revision Page 38 until the Commissioners Court, by formal action, accepts the obligation to maintain and repair -` such roads. The Commissioners Court's decision to approve a Final Plat or dedication of the right of way for a road shall not be deemed to constitute acceptance of the roads for maintenance. 7.11 The County shall accept a road for maintenance only when au of the following conditions have been satis5ed: (a) The road has been constructed as a Public Road in accordance with these regulations as amended from tune to time and the associated right of way has been dedicated to the public pursuant to these Regulations; (b) The developer/homeowners association has submitted a written request to the Kerr County Engineer. If the Owner is no longer available, i.e. has ceased to transact any business or, in the case of an individual, has died, any person owning property with frontage or access onto the road may submit the written request; (c) The Ken County Engineer has approved all required inspections and tests at the completion of each phase of construction of the road, including plasticity index, sub grade and base, tests for compacted density, depth of base and distribution of asphalt (it is the responsibility of the developer to coordinate alI inspections and laboratory tests with the Kerr County Engineer and not to proceed with construction until proper inspections and tests have been obtained, as required by ~.. the Ken County Engineer). Any laboratory tests and test borings shall be at the expense of the developer. In no event will any base be placed on the road until the Ken County Engineer has approved the sub-grade in writing. (d) The Kerr County Engineer has inspected the road no earlier than 30 days prior to the Commissioners Court's acceptance of maintenance obligation and has submitted to the Commissioners Court an Inspection Report stating that: (1) the road, in its current condition and with no repairs, upgrades or improvements, is in compliance with the current regulations at preliminary plat approval.; and (2) the Kerr County Engineer recommends acceptance of the road by the Commissioners Court; (e) One (1) yeaz has expired from the date that all roads or any section thereof; drainage (including drainpipes) and other public improvements in the subdivision were first completed and inspected by the Ken County Engineer. The developer/homeowner association has posted with the Kerr County a letter of credit or bond in a form approved by Ken Couxrty to secure the proper construction and maintenance of the roads prior to County acceptance thereof in an amount KC Sub Rules & Regs Revision Page 39 ~"`' equal to 10% of the construction costs of the roads for a term of one (1) year following acceptance by the County. 7.12 Filiag of Record Plat. This section applies if the Owner desires to file a Record Plat prior to completion of construction of all Permitted Roads and inspection by the Kerr Caunty Engineer. The Owner shall continue to be responsible for all other requirements set forth in Section 7.11. (a) With the permission of the Commissioners Court, the Owner shall post a good and sufficient surety bond or letter of credit in an amount equal to 100% of the estimated construction cost of the roads. The Commissioners Court must individually approve each application to post such a performance bond and the performance bond shall remain in effect until all roads and all associated drainage improvements, have been inspected and approved by the Kerr County Engineer, which inspection may occur prior to the inspection called for under (See Section I~ (b) Before release of the performance bond, the Ken County Engineer shall inspect the roads and the Owner shall remedy all deficiencies prior to release of the security. If the deficiencies are not properly remedied, the County shall draw on the security to make the necessary repairs. The Performance Bond shall provide that the County may draw upon the bond for sufficient funds to establish a maintenance bond if the ,..,, Owner fails to do so. {c) Before release of the Performance Bond, the Owner shall past a maintenance bond meeting the requirements of Section 9.02 to secure any maintenance or repairs required prior to acceptance of the roads for maintenance by the County. KC Sub Rules & Regs Revision Page 40 Section VIII INSPECTIONS, APPROVAL AND ACCEPTANCE 8.01 Inspections : The County Engineer, as authorized by the Commissioners' Court, or his designated agent, may inspect all property site work at any time and any stage. Developer will provide a written construction schedule for drainage, utility and road construction. Developer will provide written amended schedules if the actual construction varies more than five (5) days from the date set forth in the original construction schedule. Should the developer fail to comply with this provision or begin any drainage, utilities or road construction prior to providing such schedule the developer may be required to perform any testing deemed necessary by the County Engineer at the sole cost and expense of the developer. 8.02 Acceptance: Streets and roads will not receive consideration for final acceptance by the Commissioners Court until at least one (1) yeaz after all paving is complete.(See Section 7.12.C) KC Sub Rules & Begs Revision Page 41 --- Section IX GUARANTEE OF PERFORMANCE 9.01 Security Bond: The developer will file an agreement to provide a security bond prior to final plat approval. The plat shall not be recorded unless the developer has filed with the Commissioners Court a bond executed by a surety company holding a license to do business in the State of Texas, and acceptable to the County, in an amount equal to the cost of the road and drainage improvements required by these Regulations as estimated by the design Engineer and approved by the County, conditioned that the developer will complete such improvements within three years after approval of such plat, such bond to be approved as to form and legality by the Couirty Attorney. In lieu of such bond, developer may execute a trust agreement whereby he shall be required to deposit with an approved institution or escrow agent a sum of money in trust agreement is to be approved by the County Attorney. Developer shat! remain obligated on said bond or trust agreement until the County Engineer has certified compliance with these provisions to the County. 9.02 Maintenance Bond: The developer shall also file agreement in writing to provide a maintenance bond for one (1) year prior to final subdivision plat. Subdivider shall furnish the County a bond, executed by a surely company holding a license to do business in the State of Texas, and acceptable to the County, in an amount equal to ten percent (10%) of the total cost of the streets, curbs, sidewalks, and drainage improvements required to be constructed in said subdivision, as estimated by the design Engineer and approved by the County, conditioned that upon completion thereof, and upon approval of same by the County Engineer, the developer will maintain such streets, drainage improvements, etc., in °- good condition at his expense for a period of at least one year after date of final approval of the completed construction by the County Engineer and until acceptance thereof by the County. The Commissioners Court shall not accept such streets and sewers in behalf of the County for a period of at least one year after such proper completion, as certified by the County Engineer, and not then unless and until the County Engineer again certified that they have been maintained in good condition for said period of one year and are in good condition at such time. The County shall accept such streets and drainage improvements only by written resolution duly passed at a regular or legally called special meeting of the Commissioners Court, and the developer shall remain responsible for the maintenance of such improvements unlit this is legally accepted by the County. Maintenance of the road is to include such items as drainage by others, spilled concrete on the streets, mud and debris in the streets, unknown springs, etc. Maintenance of the drainage improvements includes removing debris, resodding eroded areas and the installation of additional concrete riprap where designated by the County to permanently prevent erosion. 9.03 Security Bond Ertension: Where good cause exist, the County may extend the period of the time for completion under Paragraph 10.01 of these Regulations for an additional period of time not to exceed six (6) months if the developer has not completed the required site improvements or completed such improvements in compliance with these Regulations. No such extension shall be granted unless the developer to cover the extended period of time first provides additional security of the type provided in Paragraph 10.01. KC Sub Rules & Begs Revision Page 42 Section X MISCELLANEOUS PROVISIONS 10.01 If any incorporated town or city should waive, by variance or whatever, its jurisdiction over any subdivision or part of subdivision which is located within its Extra Temtorial Jurisdiction these regulations shall be applicable. 10.02 Severability: In case any one or more of the provisions contained in these Regulations shall for any reason be held to be invalid, illegal, or unenforceable in any respect, such invalidity, illegality or unenforceability shall not affect any other provision hereof and these Regulations shall be construed as if such invalid, illegal unenforceable provisions had never been contained herein. KC Sub Rules & Regs Revision Page 43 Section XI ENFORCEMENT 11.01 At the request of the commissioners' court, the county attorney or other prosecuting attorney for the county may file an action in a court of competent jurisdiction to: a) enjoin the violation or threatened violation of a requirement established by, or adopted by the commissioners court under a preceding section of this chapter; or b) recover damages in an amount adequate for the county to undertake any construction or other activity necessary to bring about compliance with a requirement established by, or adopted by the commissioners court under a preceding section of this chapter. 11.02 A person commits an offense if the person knowing or intentionally violates a requirement established by, or adopted by the commissioners court under a preceding section of this chapter. An offense under this subsection is a Class B misdemeanor for which a criminal penalty is prescnbed by Local Government Code, Sec. 232. KC Sub Rules & Begs Revision Page 44 APPENDIX APPENDIX A Owner's Acknowledgment STATE OF TEXAS )( COUNTY OF KERB )( The owner of the land shown on this plat, and whose name is subscnbed hereto, and in person or through a duly authorized agent, dedicated to Kerr County, Texas, for the use of the public forever all roads, alleys, parks, water courses, drains, easements, in all of the aforesaid public places and all other public places thereon shown for the purpose and consideration therein expressed. Owner STATE OF TEXAS )( COUNTY OF KERB )( Date BEFORE ME, the undersigned authority, on this day personally appeazed known to me to by the person whose name is subscribed to the foregoing instruments, and acknowledged to me that he executed the same for the purpose and consideration therein expressed, and in the capacity therein stated. GIVEN under my hand and seal of office this day of ,200_ Notary Public Kerr County, Texas Kerr County Subdivision Rules & Regulations Appendix -Page 2 APPENDIX B CERTIFICATION ON PLATS 1) Certifications by Registered Professional Land Surveyor STATE OF TEXAS )( COUNTY OF KERR )( I do hereby certify: This plat is a true and accurate representation of the property descrbed and platted hereon as determined from an actual survey of the property made on the ground under my direction and supervision; The subdivision platted hereon (is within) or (is not within) the ETJ of the City of Kerrville, Kerr County, Texas; The subdivision platted hereon (is) or (is not) within the 100 year flood plain, Flood Zone according to Flood Insurance Rate Map Community Panel No. 480419 ,dated for Kerr County, Texas. ,._. Date Registered Professional Land Surveyor No. 2) Certifications by Administrator of On-Site Sewage Facilities I hereby certify that this proposed subdivision is subject to and is capable of compiling with the rules and requirements of the State of Texas and Kerr County for on-site Sewage Facilities. Any conditions placed on sewage facilities may be found as a plat note, deed record, or license restriction. A permit to construct shall by required before an on-site sewage facility can be constructed. A license to operate shall be required before the facility is used or operated. (Verify this wording on each Plat) Date Designated Representative for Kerr County OSSF. Kerr County Subdivision Rules & Regulations Appendix -Page 3 3) CertiScations by Administrator of Headwaters Underground Water Conservation District I hereby certify that the subdivision platted hereon meets the rules and regulations of Headwaters Underground Water Conservation District regarding private or public water supply provisions. PLAT NOTE A Date Administrator of H.U.W.C.D. Authorization to drill, replace, alter, equip, plug, or transfer ownership of a water well: public, private or any beneficial use must be obtained from the Headwaters Underground Water Conservation District prior to drilling and producing water therefrom. PLAT NOTE B The following statement shall appear prominently on the Final Plat: "1`Io structure in this subdivision shall be occupied until the individual water supply or the public water supply system has been granted authorization by the appropriate regulatory entities. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4) CertiScations for Flood Plain I do hereby certify that the subdivision platted hereon (includes) or (doesn't include) areas within a designated 100-year flood hazard zone and for which are represented on the plat as required by the Rules & Regulations. And, I have reviewed and acknowledged the foregoing statement as applicable to the Kerr County Flood Damage Retetrtion Order. dated this day of , (Flood Plain Administrator) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STANDARD PLAT NOTES Subdivisions Located Partially ~ Entirely Within 100-Year Flood plain Scenario I The location of Zone "A", 100-year flood hazard area is indicated on the Flood Insurance Rate Map, Community 480419, Panel Number , is as indicated on the plat by the dotted line. Scenario II Minimum finished floor elevation for all affected structures shall be equal to the elevation of the 100-year flood plain as shown hereon: XXX'M.S.L. (Minimum Finished Floor Elevation will be shown inside a box with the designation of `M.S.L.' mean seal level.) Scenario III A Kerr County Development Permit is required prior to any development on any lot containing area within the 100-year flood hazard zone. Ken County Subdivision Rules ~ Regulations Appendix -Page 4 ~ Certification by Kerr 911 ~~ I hereby certify that the subdivision platted hereon and road names and other matters shown hereon are in compliance with Kerr 911 guidelines and meets with approval by Kerr 911 according to the Road Naming and Addressing Guidelines of Kerr 911. Date 911 Director 6) Certification by County Engineer I hereby certifies that this subdivision plat conforms to all requirements of the Subdivision Rules & Regulations of Kerr County. Date (Type Name) County Engineer - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'n Approval of the Commissioners Court ....,, This plat of has been submitted to and considered by the Commissioners Court of Kerr County, Texas, and is hereby approved by such Court. Dated this day of By:- (Type Name) County Judge - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8) County Clerk's Recording Acknowledgment Approved by the Commissioners Court of Ken County, Texas, on the day of A.D. by Order No. of said Court and was filed for record on the day of A.D. , at o'clock and was recorded on the o'clock in Volume at Page of the Plat Records of Kerr County, Texas. (Type Name) County Clerk of Kerr County, Texas Kerr County Subdivision Rules & Regulations Appendix - Pale 5 9) Privately Maintained Paved Roads. [Owner], by filing this Plat of Record, and all future owners of property within this Subdivision, by purchasing such property, acknowledge and agree that Ken County shall have no obligations whatsoever to repair or accept maintenance of the roads shown in this subdivision until and unless [Owner] and/or the Homeowners Association has improved the roadways to the then current standards required by Ken County and the roads have been accepted for maintenance by formal written action of the Kerr County Commissioners Court and the roadway has been dedicated by the owners thereof and accented by the count~as a public road [Owner] and all future owners of property within this Subdivision shall look solely to the Homeowners Association for future maintenance and repair of the roads and streets shown on this Subdivision. 10) Privately Maintained Unpaved Roads. [Owner], by filing this Plat of Record, and all future owners of property within this Subdivision, by purchasing such property, acknowledge and agree that Ken County shall have no obligation what so ever to repair or accept maintenance of the roads shown on this subdivision until and unless [Owner] and/or the Homeowners Association has improved the roadways to the then current standards - required by Kerr County and the roads have been accepted for maintenance by formal written action of the Ken County Commissioners Court and the roadway has been dedicated by the owners thereof, and acce to ed by the county as a public road. [Owner] and all future owners of property within this Subdivision shall look solely to the Homeowners Association for future maintenance and repair of the roads and streets shown on this Subdivision. Kerc County Subdivision Rules & Regulations Appendix -Page 6 11) City Planing Commissions For Plats in City of Kerrville Extra Territorial Jurisdiction I hereby certify that the Subdivision plat shown hereon has been found to comply with the subdivision regulations for Kerrville, Texas, with the exception of such variations, if any are noted in the minutes of the City Planning Commission and that it has been approved for recording in the office of the County Clerk of Kerr County, Texas. Date Chair, City Planning Commission For Plats in City of Ingram Extra Territorial Jurisdiction I hereby certify that the Subdivision plat shown hereon has been found to comply with the subdivision regulations for Ingram, Texas, with the exception of such vaziations, if any are noted in the minutes of the City Planning Commission and that it has been approved for recording in the office of the County Clerk of Ken County, Texas. Date Chair, City Planning Commission Ken County Subdivision Rules & Regulations Appendix -Page 7 APPENDIX C Performance Bond Form The performance bond required in this regulation, above, shall be in the following form: PERFORMANCE BOND STATE OF TEXAS x COUNTY OF KERB x KNOW ALL MEN BY THESE PRESENTS: That we, ,the undersigned developer, as Principal, and as Surety, do hereby acknowledge ourselves to be held and firmly bound unto the Kerr County, a County in the State of Texas, in the full and just sum of $ ,for the payment of which will and truly to be made, we hereby bind ourselves and our respective heirs, administrators, executors, and assigns, jointly and severally, fumly by these presents. WHEREAS, the Principal has petitioned Kerr County for permission to develop a subdivision within the jurisdiction of Kerr County, more particularly described as follows to- wit: which is shown on a subdivision plat, entitled subdivision, heretofore conditionally approved by the Commissioners Court of Kerr County on date ,and WHEREAS, under the provisions of the Kerr County subdivision control regulation adopted as of _-.. Kerr County required as a condition precedent to the granting of such petition, that the Principal furnish a guarantee that he will construct, or cause to be constructed, according to the requirements of such subdivision control regulation, the following site improvements within three (3) years after final approval of the plat of said subdivision: NOW, THEREFORE, the condition of this obligation is such that if the Principal shall, on or before day of , -date ,construct, or cause to be constructed, the above mentioned improvements in accordance with the requirements of the Kerr County subdivision control regulation, and the amendments thereto, if any, then this obligation shall be void; otherwise, the obligation made under this bond will remain in full force and effect. IN TESTIMONY WHEREOF, WITNESS OUR HANDS and seal, this, the day of date Developer and Principal Surety By: Attorney in Fact APPROVED AND ACCEPTED, this the day of KERB COUNTY By: Title: Kerr County Subdivision Rules & Regulations Appendix -Page 8 APPENDIX D LETTER OF CREDIT NO. (Construction) or (Maintenance) of Roads, Streets, and Alleyways (Strike out one Category above) lri (Name of Subdivision or Location) A DEPOSIT ON BEHALF OF This is an irrevocable letter of credit issued to the County of Kerr, Texas, at the request of in accordance with Chapter 5, V.T.C.A., Texas Business and Commerce Code. This Bank promises to pay to the order of Kerr County, Texas, upon presentation of a sight draft, any amount not excedding the cumulative total off $) on or after This is not a notation credit, and Kerr County, Beneficiary, shall be entitled to payment without the presentation of documents. In accordance with Section 5, 106 of the Texas Business and Commerce Code, this letter of credit may be modified by the reductuion of the total outstanding and unused amount of this credit, upon the execution and delivery to issuer of a sworn statement making demand by the County Engineer of Kerr County, or by anyone purporting to be his duly authorized agent, and presenting a document to that effect on Ken County letterhead. This letter of credit shaft expire on 1N WITHNESS WI~REOF, the Issuer has caused this letter to be signed and attested by its duly authorized officer(s) who has attached proof of this authorization to sign, and sealed with the Issuer, this the day of , 200_. ISSUER: BY: (Type/Print Name) (Signature} This page only, Revised Oct. I5, 2002 M.~. Court Order # 27794 Kerr County Subdivision Rules & Regulations -June 10, 2002, Revision Court Order # 27597 Appendix -Page 9 APPENDIX E Maintenance Bond The maintenance bond required by this regulation above, shall be in the following form: MAINTENANCE BOND STATE OF TEXAS )( COUNTY OF KERB )( KNOW ALL MEN BY THESE PRESENTS That we, ,the undersigned developer, as Principal, and , as Surety, do hereby aclrnowledge ourselves to be held and firmly bound unto Kerr County of the State of Texas, in the full and just sum of S , (being 10% if the estimated cost of the hereinafter enumerated site improvement) for the payment of which well and truly to be made, we hereby bind ourselves and our respective heirs, administrators, executors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal has petitioned the Commissioners Court of Ken County for permission to develop a subdivision within the jurisdiction of Ken County more particularly described as follows, to-wit: which is shown on a subdivision plat, entitle Subdivision, heretofore conditionally approved by the Commissioners Court of Ken County on day, and WHEREAS, under the provisions of the Subdivision Regulation of Ken County requires, as a condition precedent to the granting of such petition, that the Principal furnish a guarantee that he will maintain and cause to be maintained, according to the requirements of such subdivision control regulation, the following site improvements for a period of one (1) year after the approval of the construction thereof by the county. NOW, THEREFORE, the condition of this obligation is such that ifthe Principal shall maintain, and cause to be maintained, the above mentioned irprovements in accordance with the requirements of Ken County, if any, for the period of one (1) year after the approval of the construction thereof by Kerr County and until the final approval of said Ken County thereafter by resolution of the Commissioners Court, then this obligation shall be void; otherwise, the obligations made under this bond will remain in full force and effect. IN TESTIMONY WI-IEREOF, WITNESS OUR HANDS and seal, this, the day of Developer and Principal Surety By: Attorney in Fact APPROVED AND ACCEPTED, this the day of , KERB COUNTY By:_ Title: Kerr County Subdivision Rules & Regulations Appendix -Page I 1 APPENDIX F Permitting & Regulatory Fees Headwaters Underground Water Conservation District Application for license to drill or alter a registered well (<25,000GPD) $ 250.00 Application for license to drill or alter a permitted well (>25,000 GPD} $1000.00 Transfer of Well Ownership $ 50.00 Application to registering and existing exempt well drilled prior to 1994 NO FEE Plugging an existing well NO FEE Cancellation of License or Denial of Application $ 50.00 Request for Hearing or Rehearing Application $ 50.00 Replacement Pin Fee $ 25.00 Subdivision Review Fee $ 50.00 + $75/hr Subdivision Plat Review for Water availability: Less than 50 acres $200.00 + $75/hr More than 50 acres $300.00 + $75/hr Floodplain Application for Floodplain Determination $ 30.00 Application for Flood Plain Development Permit-Residence $ 125.00 Application for Flood Plain Development Permit-Commercial $ 200.00 On-Site Sewage Facilities *Application for Licensed OSSF <500 GPD $ 200.00 *Application for Licensed OSSF >500 GPD $ 400.00 Application for repairing a licensed OSSF $ 50.00 Kerr County Subdivision Rules & Regulations Appendix -Page 12 Application for a transfer of license <500 GPD $ 75.00 ,--. Application for a transfer of license >500 GPD $ 150.00 Application for Review of a Proposed Subdivision $ 75.00 + 6.00 per lot Request for an inspection, each additional inspection, or reinspection $ 50.00 each Research Fee $ 10.00/document Copy of County OSSF Order $ 5.00 each Copies of Maps (anticipated with GIS capablities) $ 3.00 /page Expedite Fee (<3 day due date) $ 100.00 County Clerk Preliminary Plat or Revision of Preliminary Plat Recording Fee $ 50.00 Final Plat or Final Revision of Plat Filing of Final Plat $ 50.00 + $10 .00 per lot/tract •^ Record Fee $ 5.00 Courthouse Security Fee $ 1.00 Certified Copy $ 5.00 Revision of Plat or Cancelation of Plat Three Publications for Notice in Newspaper $ 135.00 For Certified Return Receipt Requested mail to go to each landowner $ 5.00 for notificatio with the Owner/Developer for providing names and mailing (per name addesses and legal description. For Certified Return Receipt Requested Mail o go to each landowner $ 7.00 For notification with the County prviding names and mailing addreses (per name and legal description. City Plats and Minor Replats Recording Fee $ 50.00 Record Management Fee $ 5.00 Courthouse Security Fee $ 1.00 Certified Copy $ 5.00 Kerr County Subdivision Rules & Regulations Appendix -Page 13 TypICAL gOAD 60 ~ `fIQN ~~~ ~~~~~~ SEC Rig~'of•WaY 3' 6°° Fled e der han ~1e avers&e elevation of 95°/° Std• Procto 4„ lower t e grade of the street would be Density sed e finished centerh~~n repQ1~ of analysis °f the Prop° areas ~ ch side as sho the county with In suburban' line on ~ the PrO ~ l the c°ntKactor shall furi'ish lac aeby ~ FP ovedlab~atory, pefore P e requ~~ for cut or fill sections material r~ sed right °f say width may b lncrea 2' 2~,; Min• ~0ver 0-Q' fr°m W putsideR•~• • APPENDIX H Underground Utilities Crossing County Road 1. All utility lines that pass under a road shall be installed before the road is paved. When it is necessary that utility lines pass under an existing road pavement, they shall be bored to a point of at least four (4) feet beyond the edge of the pavement. 2. Should conditions exist making it impossible to bore, the following steps must be followed: a) A permit must be obtained from the Road & Bridge Department showing location, time and date the road is to be cut. b) Signage must be provided in accordance with Texas Manual of Uniform Traffic Control Devices (MITTCD); and a flagman shall direct traffic during the construction. c) The road will be dug and repaired exactly in accordance with the details shown below. d) The work will be completed in a timely manner, but no longer than five (5) working days. e) After the construction is completed, the Road & Bridge department shall be contacted for the final inspection. 3. Failure to follow procedure in Item 2 will result in a suit to collect the County's damages including attorney's fees and court cost, and may result in criminal prosecution. 2"Cold Mix Asphalt Patch PAVEMENT REPAIR 12" 2,500 PSI Concrete Satisfactory Native Materials Compacted to 95% STO Desity (ASTM D~98) Select Grandular Material Placed In Maximum 6" lifts and Compacted to 95% STO Desity (ASTM D~98) ~~ dway ver Office Use Only APPENDIX I Date Received by R&B ROUTING SLIP Kerr County Application for Final Plat of a Subdivision Name of Subdivision: Location of Subdivision: Precinct # Owner/Developer: Phone ~) Surveyor: Phone ~) Is this part of an existing subdivision? Yes ( ) No ( ) If yes, Name: Volume _, Page _. AGENDA DATE REQUESTED: Person(s) appearing before Commissioners Court: 1. Final Plats are to be submitted to the Kerr County Engineer, for Review Thirty (30} days prior to next Commissioner's Court Date.** Signature: (Kerr County Engineers Office) Date 2. Copy of Final Plat to County Clerk and arrange for payment of fees per Ken County Subdivision Rules & Regulations. Amount Paid $ Signature: (County Clerks Office) Date 3. Upper Guadalupe River Authority [ ] Septic Permit Fee Amount Paid $ Signature: (UGRA Office) Date 4. Submit one (1) copy of Final Plat of Headwaters Underground Water Conservation District Fee Amount Paid $ Signature: (HUwcD office) Date * * You must then COMPLETE this form and return it to the County Engineer Fifteen (15) days before Commissioner's Court Agenda Date. Kerr County Subdivision Rules & Regulations Appendix -Page 18 APPENDIX I Office Use Only Date Received by R&B .•--~ ROUTING SLIP Kerr County Application for Preliminary Plat of a Subdivision [ ] Preliminary Plat (] Preliminary for Revision of Plat Name of Subdivision: Location of Subdivision: Owner/Developer: Surveyor: Precinct # Phon ~) - Phone( ) - Is this part of an existing subdivision? Yes ( ) No ( ) If yes, Name: Volume _, Page AGENDA DATE REQUESTED: Person{s) appearing before Commissioner's Court: 1 (Kerr County Engineer's Office) Date 2. Submit one (1) Copy of Preliminary Plat to County Cierk and arrange for payment of fees per Kerr County Subdivision Rules & Regulations. [ ] Preliminary Plat [ ] Preliminary Revision of Plat Amount Paid $ Signature: (County Clerks Office) Date 3. Submit one (1) copy of Preliminary Plat to Upper Guadalupe River Authority [ J Permit application and support data for On-site Sewage Facilities [ J Flood Plain information Fee Amount Paid $ Received by: (UGRA Office) Date (1 of 2) Submit ten (10) copies of Plat and Drainage Study to the Kerr County Engineer, for Review Thirty (30) days prior to Commissioner's Court Date.*~` One will be forwarded immediately to the Commissioner of the Precinct in which the Preliminary Plat or Preliminary Replat Lies. Received by: Kerr County Subdivision Rules & Regulations Appcndix - Pale 19 4. Submit one (1) copy of Final Plat of Headwaters Underground Water Conservation District Fee Amount Paid $ Signature: (HLIWCD Office) Date 5. 911 STREET NAMES (if applicable): The attached Plat is for Preliminary Review. Discuss with the Surveyor/Engineer any potential problems. Signature: (911 Off ce) Date 6. If Platting includes any utility easements or changes to an existing easement notification of the Utilities involved are required for Preliminary Plat. Utility shall give Surveyor/Engineer easement notes required. 1. Electric Utility: 2. Telephone Company: (This shall be added to Final Plat if Mylaz applicable) Fax copies acceptable. 7. If Platting has access to a Texas Department of Transportation Roadway a copy of Preliminary Plat must be reviewed by the TXDOT Engineer. Signature on this form indicates receipt of Preliminary Plat, sign mylaz for final approval. Signature: (TXDOT Engineer's Office) Date * * You must then COMPLETE this form and return it to the County Engineer Fifteen (1 S) days before Commissioner's Court Agenda Date. (2 of 2) Kerr County Subdivision Rules & Regulations Appendix -Page 20 APPENDIX J Tezas Department of Transportation STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS, AND BRIDGES 1993 (Later years are done in metric) ITEM 247 FLEXIBLE BASE 247.1. Description. This Item shall govern for the delivery, stockpiling and/or the construction of foundation or base courses as herein specified and in conformity with the typical sections and to the lines and grades shown on the plans or established by the Engineer. 247.2. Materials. The flexible base material shall be crushed or uncrushed as necessary to meet the requirements herein, and shall consist of durable coarse aggregate particles and binding materials. (1) General. When off right of way sources are involved, the Contractor's attention is directed to Item 7, "Legal Relations and Responsibilities to the Public". (2) Physical Requirements. (a) General. Alt types shall meet the physical requirements for the specified grades} as set forth in Table 1. Additives, such as, but not limited to, lime, cement or fly ash, shall not be used to alter the soil constants or strengths shown in Table 1, unless otherwise shown on the plans. Unless otherwise shown on the plans, the base material shall have a minimum Bar Linear Shrinkage of 2 percent as determined by Test Method Tex-107-E, Part II. The flexible base shall be one of the following types, as follows: (b) Type A. Type A material shall be crushed stone produced from oversize quarried aggregate, sized by crushing and produced from a naturally occurring single source. Crushed gravel or uncrushed gravel shall not be acceptable for Type A material. No blending of sources and/or additive materials will be allowed in Type A material. (c) Type B. Type B material shall be crushed or uncrushed gravel. (d) Type C. Type C material shall be crushed gravel. Unless otherwise shown on the plans, crushed gravel shall have a minimum 60 percent of the particles retained on the No. 4 sieve with two (2) or more crushed faces as determined by Test Method Tex-460, Part 1. (e) Type D. As shown on the plans. (1 of 4) Kerr County Subdivision Rules & Regulations Appendix -Page 21 TABLE 1 PHYSICAL. REQUIREMENTS GRADE 1 GRADE 2 ~ GRADE 3 Triaxial Class 1: Min. compressive strength, psi: 45 at 0 psi lateral pressure and 17S at 15 psi lateral pressure Master Grading 1-3/4" 0 7/8" 10-35 3/8" 30-50 No. 4 45-65 No. 40 70-85 Max LL ...... 35 MaxPI...... 10 Wet Ball Mill Max....... 40 Max increase in passing No.40....... 20 GRADE 4 Triaxial Class Unspecified Master Grading 1-3/4" ....... 0 No. 4 ..... 45-75 No. 40.......50-85 Max LL ....... 40 MaxPI....... 12 Notes: Triaxial Class 1 to 2..3: Min. compressive strength, psi: 35 at 0 psi lateral pressure and 175 at 15 psi lateral pressure Master Grading 2-1/2" 0 1-3/4" 0-10 No. 4 45-75 No. 40 60-85 Max LL ...... 40 Max PI ..... _ 12 Wet Ball Mili Max....... 45 Max increase in passing No.40....... 20 N GRADE 5 N Triaxial Class Unspecified Master Grading 1-3/4" ......... 0 No. 40 ........ 50-85 Max LL ....... 40 MaxPI....... 12 As Shown on the Plans 1. Gradation requirements are percent retained on square sieves. 2. When a magnesium soundness value is shown on the plans the material wt11 be tested in accordance with Test Method Tex-411-A. 3. When lightweight aggregates are used, the wet ball mill requiremenrts will not apply and the lightweight aggregate shall meet the Los Angeles Abrasion, Pressure Slaking and Freeze Thaw requirements of Item 303, "Aggregate for Surface Treatment (Lightweight)". (2 of 4) Kerr County Subdivision Rules & Regulations Appendix -Page 22 Triaxial Class-Unspecified Master Grading 2-1/2" 0 1-3/4" 0- l0 No. 4 30-75 No. 40 50-85 Max LL ...... 40 MaxPI...... 12 Wet Ball Mill Max....... 50 Max increase in passing No.40....... 20 ~ GRADE 6 II (3) Pilot Grading. When pilot grading is required on the plans, the flexible base shall not vary from ,_ the designated pilot grading of each sieve size by more than five (5) percentage points. However, the flexible base grading shall be within the master grading limits as shown in Table 1. The pilot grading may be varied by the Engineer as necessary to insure that the base material produced will meet the physical requirements shown in Table 1. (4) Testing. Testing of flexible base materials shall be in accordance with the following Department standard laboratory test procedures: Moisture Content Tex-103-E Liquid Limit Tex-104-E Plasticity Index Tex-106-E Bar Linear Shrinkage Tex-107-E, Part II Sieve Analysis Tex-110-E Moisture-Density Determination Tex-113-E Roadway Density Tex-115-E Wet Ball Mill Tex-116-E Triaxial Tests Tex-1 I7-E (Part I or II as selected by the Engineer) Particle Count Tex-460-A, Part I Samples for testing the base material for trivial class, soil constants, gradation and wet ball mill will betaken prior to the compaction operations. (~ Tolerances. Unless otherwise shown on the plans, the limits establishing reasonably close conformity with the specified gradation and plasticity index are defined by the following: (a) Gradation. The Engineer may accept the material, providing not more than one (1) out of the most recent five (5) consecutive gradation tests performed are outside the specified limits for master grading or pilot grading, as applicable, on any individual sieve by no more than five (5) percentage points. (b) Plasticity Indez. The Engineer may accept the material providing not more than one (I) out of the most recent five (5) consecutive plasticity index samples tested are outside the specked limit by no more than two (2) percentage points. (6) Material Sources. The flexible base material shall be furnished by the Contractor. When a noncommercial source is utilized, it shall be opened in such manner as to immediately expose the vertical faces of all the various strata of acceptable material Unless otherwise approved by the Engineer, the material shall be secured and processed by successive vertical cuts extending through all of the exposed strata. Unless otherwise shown on the plans, the flexible base material shall be temporarily stockpiled prior to delivery to the roadway. Unless other wise shown on the plans, the stockpile shall not be less than ten (10) feet in height and shall be made up of layers not greater than two (2) feet in thickness. After a sufficient stockpile has been constructed the Contractor may proceed with loading from the stockpile for delivery. In loading from the stockpile for delivery, the material shall be loaded by making successive vertical cuts through the entire depth of the stockpile. "~ (3 of 4) Kerr County Subdivision Rules ~ Regulations Appendix -Page 23 When temporary stockpiles are to be tested for acceptance prior to delivery to its intended use, any -. stockpile that has been sampled and accepted shall not have material added or removed unless otherwise approved by the Engineer. The Contractor will be charged for addition sampling and testing required as a resuh of material being removed from a previously approved stockpile without the approval of the Engineer. Such charges will be deducted from the Contractor's estimates. Blending of materials from more than one (1) source to produce Type B C or D flexible base will be allowed when approved by the Engineer. (4 of 4) Kerr County Subdivision Rules & Regulations Appendix -Page 24 TYPICAL CURBED SECTION FOR LOCAL ROAD 6"Flexible Base 95°1° Std. Proctor Density 60 FT.Right-of--Way 33 ft. Flexible Base ~` 30 ft. to Face of Curbs ~ 27 ft. Asphaltic Surface ~ Course Surface Treatment or 1 'h" Hot ~ 4" Crown Curb & Gaffer 6"Compacted Subgrade In suburban areas the finished center line grade of the street would be 4" lower than the average elevation of the property line on each side as shown hereon. Before placing any material the contractor shall furnish the county with reports of analysis of the proposed material made by an approved laboratory. Increased right of way width may be required for cut or fill sections. ~ Dimensions shown are for Local Road, See Section 7.06.4 for other road classifications. ~ ~~~ Utilities 24" Min, Cover 0-4' from Outside R.O.W. roz G APPENDIX L CONCEPT PLAN This form must be completed and returned to the office of the Kerr County Engineer before a meeting will be set for developing a Concept Plan. At the time of the meeting you will need.• 1) Two drawings in sketch form 2) USGS topographic map of the area Name of Subdivision: Location of Subdivision: Precinct # Owner/Developer: Phone(_~ - Surveyor: PhoneL~ - Is this part of an existing subdivision? Yes ( ) No ( ) If yes, Name: Volume _, Page _. AGENDA DATE REQUESTED: Person(s) appeazing before Commissioners Court: Circle, Checl~ or Ftll rn the Blanks Proposed Subdivision is located in the ETJ of a City? Yes No If so, what city Have you checked with the following authorities: City Yes No Texas Department of Transportation Yes No County Clerk for Name Duplication Yes No 911 for Addressing and Road Names Yes No On-Site Sewage Facilities Administrator Yes No Flood Plain Administrator Yes No Headwaters Underground Water Conner. Dist. Yes No Water Provider Telephone Provider Electric Provider School District Number of Acres Number of L ots Mimimum Lot Size Maximum Lot Size Office Use Only Date Received by R&B 1) Road Types County Maintained Paved Private Unpaved Private 2) Road Classification Arterial Collector Local Country Lane 3) Drainage Study 4) 6) 7) Comments: EXHIBIT "A" NO. 26748 r ~ A Certified Copy Page ~_ of A~to~t; Jannett Pieper, Kerr Countlr Clerk Kerr County Water Availability Requirements -~ '' ~~' 1 ~ ~. 1.00 An Order establishing Kerr County Water Availability Requirements for property located in Kerr County outside the city limits of an incorporated or chartered municipality. BE IT ORDERED and ADOPTED by the Commissioners Court of Kerr County, Texas: 1.01. General: Kerr County has been designated as a county within a Priority Groundwater Management Area by the State of Texas. Therefore, pursuant to Chapter 35, Section 35.019, Texas Water Code, the Kerr County Commissioners Court has the authority to require any person seeking plat approval to show: (1) Compliance with Water Availability Requirements adopted by the Commissioners Court; and (2) That an adequate supply of water of sufficient quantity and quality is available to supply the number of lots proposed for the platted area. 1.02. Water Availability Requirements: It is hereby adopted by the Ken County Commissioners Court that before any subdivision plat is approved; the developer must establish to the reasonable satisfaction of the Commissioners Court that an adequate quantity and quality of water exists, meeting the standards established by the TNRCC and the provisions contained herein, under such subdivision or will be provided from surface water sources. Any person fiilfilling the requirements set forth below shall be deemed to have satisfied these Water Availability Requirements. Failure to satisfy the Water Availability Requirements shall result in the denial of approval of the plat. The requirements set forth herein are based on the best currently available knowledge of groundwater under Ken County. The average family or household is assumed to be 2.8 persons and the average daily consumption is 200 gpd per person based on State of Texas population and demand analysis. Based on this information the intent of these water availability requirements is for, at a minimum, the surface area of each lot to provide enough annual recharge to equal the average annual per capita usage of water. ~ '~ ~~,,,, ~~/~L 20~, KC Sub Rules & Regs Revision Page 1 Br' epufy A Certified Copy Page ~_ of,~ Attest: Jannett Pieper, Derr County Cterk ._ 1.03. Acreage Requirements to meet Water Availability: The total number of lots permitted in any subdivision shall not exceed the total acreage in the subdivision divided by 5 acres unless surface water is the principle source of water for the public or community water system of the subdivision. 1.04. Pu61ic or Community Water Systems: (1) If the person requesting plat approval proposes to utilize a new public or community water system, such system shall be developed in accordance with Subchapter C., Chapter 341, Texas Health and Safety Code and as defined by current rules and regulations of the Texas Natural Resource Conservation Commission 30 TAC Chapter 290. If the public or community water system will have more than 15 connections, the developer shall present to the Commissioners Court in satisfaction of the Water Availability Requirements a letter or other document from TNRCC's Rate Analysis and Plan Review Team, Water Utilities Division approving the business plan and the plans and specifications of the proposed water system; if the proposed water system will have fewer than 15 connections, the developer shall present a letter from the H[TWCD in satisfaction of these Water Availability requirements stating that the HUWCD has reviewed the plans and specifications for the proposed system along with any technical data required by the HUWCD and finds the proposed system adequate for its intended use. (2) If the developer proposes to utilize an existing public or community water system, the developer shall present to the Commissioners Court in ^ satisfaction of these Water Availability Requirements a copy of the executed agreement between the developer and the owner of such existing system for such water. If the total number of connections served by the community water system as defined above is more than fifteen (15), including the additional lots, the developer shall present a letter from TNRCC's Rate Analysis and Plan Review Team, Water Utilities Division stating that the existing water system has sufficient capacity to service the additional connections shall be required. (3) All plats which satisfy the Water Availability Requirements by utilizing a new or existing public or community water system shall, by deed restriction or other legal means, prolu~bit the drilling or use of individual wells within such subdivision except by individual lot holders for agricultural or irrigation purposes only. Such prohibition shall be prominently noted on the recorded plat. Any existing wells not owned and utilized by the public or community water system shall be plugged in accordance with the applicable rules and regulations of the HUWCD. 1.05. Individual Water Wells: If the developer proposes individual lot owners or purchasers to drill individual water wells as the source of water for such lot, such developer shall, in satisfaction of these Water Availability Requirements: ~` (1) Well Testing: KC Sub Rules & Regs Revision Page 2 A Certified Copy ` Page~_ of Attest: Jannett Pieper, Kerr County Clerk a. For a subdivision whose total acreage is 75 acres or less, submit to the Commissioners Court and/or the HUWCD the results from a pump test performed on test well that is reasonably centrally located in the subdivision. The well on which the pump ~ ` test is performed must also be electrically and lithologically logged to determine the geological formation (s) upon which the pump test was performed; a pump test must be performed upon each individual formation which is likely to be used for the subdivision's future water supply. A State of Texas registered professional engineer qualified to perform hydrogeological testing and lithologic and electrical logging or a certified geologist or equivalent, (i.e., AAPG, CPG, American Institute of Professional Geologist) as qualified to perform such tests will perform the pump test and well logging. When undesirable water or other undesirable elements are encountered, the undesirable water or other undesirable elements shall be sealed off and confined to the zone(s) of origin; undesirable water or other undesirable elements shall not be allowed to commingle with fresh water zones. The pump test shall be a 24-hour pump test, or of sufficient time to establish a stabilized water level within the test well. The pump test must give sufficient data to provide transmissivity for the formation upon which the pump test was conducted. If possible, a storage coefficient for the formation shall be calculated. / b. For a subdivision whose total acreage is more than 75 acres, submit to the Commissioners Court and/or the HUWCD the test results as described in Subsections (1) and (2) above from two test wells that aze geographically disparate within such subdivision, but in no event closer than 1000 feet from each other. Pump test and logging data obtained from a previous test well may be substituted in place of a test well in (a.) or (b.) above. The substituted well shall be within 1000 feet of a proposed test well site. The substituted well's data must represent the formation[s] upon which the subdivision will rely for future water. c. Submit a water quality analysis conducted by a Texas Department of Health certified laboratory for each well tested. The water quality analysis shall at a minimum test for chloride, conductivity, fluoride, iron, nitrate, pH, sulfate, total hardness, total dissolved solids and coliform bacteria, and E. coli. d. Submit to the Commissioners Court and/or the HUWCD a map of the proposed subdivision showing the location of the test well(s) and any other existing wells located on such property. KC Sub Rules & Regs Revision Page 3 A Certified Copy ' Page ~ of Attest: Jannett Pieper, Kerr County Clerk (2) Sufficiency of Water: In addition to the test results required above, submit to the Commissioners Court either (a) a certificate from a registered professional engineer licensed in the State of Texas or a certified geologist, (i.e. AAPG. CPG, American Institute of Professional Geologists) that, based upon the pump test results and any other information available (which information shall be detailed), it is the opinion of such individual that sufficient groundwater exists beneath such subdivision of a quality adequate for the use of the persons purchasing tracts in such subdivision, or (b) a letter from the I-iUWCD that, based upon the pump test results and other information available to the HLJWCD, sufficient groundwater exists beneath such subdivision of a quality adequate for the use of the persons purchasing tracts in such subdivision. Sufficient quantity of water shall be defined as meeting or exceeding a well(s) production capacity of at a minimum of 8- l Ogpm based on the testing requirements contained herein. (3) If the developer is unable to obtain the certificate that water of sufficient quantity and quality exists or the --~ Commissioners Court receives a letter from the HLJWCD that sufficient water is not available, the Commissioners Court shall deny that specific plat request. (4) The developer shall provide to each purchaser or potential purchaser of a tract located in the subdivision with a summary of the water quality and quantity test results prior to concluding the sale of any tract. (5) HIJWCD shall have the right to charge any developer a fee for evaluating the results of the pump tests and providing the results of that evaluation to the Commissioners Court. 1.06. Exemptions: Section 1.05 (Individual Water Wells) of these Water Availability Requirements shall not apply to any plat if: (a) The minimum lot size for any lot within such subdivision is 15 acres or more and not more than one well may be drilled on any lot; or (b) The maximum number of lots in the subdivision does not exceed five (5) lots and not more than one well may be drilled on any lot; or KC Sub Rules ~ Regs Revision Page 4 A Cert'rfied Copy . Page ~ of t~?test: Jannett Pieper, Kerr County Clerk (c) If the plat is revised and the number of lots within the subdivision, after taking into account the plat revision, does not exceed the original number of lots by more than twenty percent (20%). 1.07. No Warranties: Approval of any plat based upon meeting the Water Availability Requirement shall not constitute a warranty by the Commissioners Court as to the quantity or quality of groundwater available. T''~ ,~„M~~+a„v +R u1h~;h this rartifiraiq ig affixed is a gull, true and correct copy of the original on fde and of c2~:~~~ :n ~'~ '~ A1YES1: Jannett Pieper, un y erk Kerr County, Texas ~ ° ~ o ~y~ ~ ~., KC Sub Rules & Regs Revision Page 5 EXHIBIT "B" ,-- Np, 26749 A Certified Copy , >'~ ~ . ' ~' `' ~. Page~oi~o ~~ ~ ~, Attest: Jannett Pieper; KeR County gerfc •~ MANUFACTURED HOME RENTAL COMMUNITIES J :S'1d '• • ~ • • • •' • . ~ ; '' 1 -~ 1.0 ORDER An Order superceding all other Orders establishing MANUFACTURED HOME RENTAL COMMtJI~IITIES for property located in Kerr County outside the city limits of an incorporated or chartered municipality. BE IT ORDERED and ADOPTED by the Commissioners Court of Kerr County, Texas: 1.01.1 AUTHORITY Kerr County Commissioners' Court has established minimum infrastructure standards for •"~ Manufactured Home Rental Communities located in Ken County outside the limits of a municipality pursuant to Section 232.007 of the Local Government Code. This order of , the Kerr County Commissioners' Court shall apply to all new Manufactured Home Rental Communities and to all new areas constructed at existing Manufactured Home Rental Communities. The owner of land located outside the city limits of a municipality who intends to use the land for a Manufactured Home Rental Community must have a Development Plan prepared that complies with the minimum infrastructure standazds set forth below. 1.02 DEFINITIONS (1) "Manufactured home rental community" means a plot or tract of land that is separated into two or more spaces or lots that are rented, leased, or offered for rent or lease, for a term of less than 60 months without a purchase option, for the installation of manufactured homes for use and occupancy as residences. (2) "Business day" means a day other than a Saturday, Sunday, or holiday recognized by this state. ... FOeq,L'r ~d~-~. zo D~ t~rrtleTT rte, tmut w. a~.wc •~~ ~ o2~~i. BT KC Sub Rules & Regs Revision ~R R1=T,4. BARB~E, UCpLlfy Page 1 A Certified Copy ~ y .. ~ ~ ~,~,, /. Pees a- of __L_Q ~ V Attest' Jannett Pieper, Kerr County Cleric ~ ' ' -~-~ (3) "Subdivision Regulations" mean the Kerr County Subdivision Rules & - ' Regulations adopted by Kerr County Commissioners Court as amended ' ••' -~• from time to time. , ,~~ ,~ •~ <; `~~' ~~~ .,.:~~ , (4} "County Engineer" means the individual designated from time to time by the Kerr County Commissioners Court to act and serve as the Kerr County Engineer. (5) "Development Plan" means a complete and exact plan for the infrastructure of manufactured home rental community including, but without limitation, the survey and all drawings and specifications required herein. (6) "Certificate of Compliance" means a Certificate signed by the Kerr County Judge on behalf of the Commissioners' Court stating that infrastructure for a specific manufactured home rental community has been constructed in strict compliance with the approved Development Plan for such Manufactured Home Rental Community. (7) "TNRCC" means the Texas Natural Resources Conservation Commission. (8) "Kerr County OSSF Rules" means the Rules and Regulations of Ken County, Texas for On-Site Sewage Facilities adopted by the Kerr County Commissioners' Court on April 13, 1992, Order No. 20862, and as amended from time to time. ' 1.03 GENERAL 1.03.A. The Development Plan shall include written documentation to satisfy all items set forth under the Minimum Infrastructure Standards and the survey as set forth herein. 1.03.A.1. Form of Development Plan. The Development Plan shall contain the following written components: (1) A written drainage plan that complies with the provisions set forth in Section 1.04.A., contained herein; and (2) A written road plan for the manufactured home rental community that certifies compliance with the standards set forth in Section 1.04.B., contained herein; and (3) Written approval of water supply specifications as set forth in Section 1.04.C., contained herein; and (4) Written approval of waste disposal specifications as set forth in Section 1.04.D., contained herein; and (5) . Survey of the manufactured home rental community that complies with the provisions set forth in Section 1.04.E., contained herein. ~' KC Sub Rules & Regs Revision Page 2 ACeRiliedCopy .:,,., Page 3 of LO ~ a ~ • :, .. • . Attest: Jannett Pi r K `~ epe ,. err~ouny'derfc ' ,~ •'•. 1.03.B. Not later than the sixtieth (60~') day after the date the owner of a, _ - - proposed Manufactured Home Rental Community submits a Development Plan for . ~ _ approval, the County Engineer shall approve or reject the Development Plan in writing. ~'•. .~~~;: If the Development Plan is rejected, the written rejection must specify the reasons for the ~'; '' • • ~ • • • • •'' • ~,~ rejection and the actions required for approval of the Development Plan. The failure to ~' •~ 0 1 `3 `~' reject a plan within the period prescribed by this subsection constitutes approval of the Development Plan. 1.03.C. Construction of a proposed manufactured home rental community may not begin before the date the County Engineer approves the Development Plan. The County Engineer or Commissioners Court may require inspection of the infrastructure during its construction and shall require a final inspection. The final inspection must be completed not later than the second business day after the date the County Engineer receives an affidavit from the owner of the manufactured home rental community that construction of the infrastructure has been completed in accordance with the approved Development Plan. If the County Engineer determines that the infrastructure complies with the Development Plan, the Commissioners' Court shall issue a Certificate of Compliance not later than the fifth (5`~) business day after the date the final inspection is completed. 1.03.D. A utility may not provide utility services, including water, sewer, gas, and electric services, to a manufactured home rental community subject to an .~ Development Plan or to a manufactured home in such community unless the owner provides the utility with a copy of the Certificate of Compliance. This subsection applies only to: a) a municipality that provides utility services; b) a municipally owned or municipally operated utility that provides utility services; c) a public utility that provides utility services; d) a nonprofit water supply or sewer service corporation organized and operating under Chapter 67, Texas Water Code, that provides utility services; e) a county that provides utility services; and f) a special district or authority created by state law that provides utility services. 1.04 MINIMUM INFRASTRUCTURE STANDARDS 1.04.A. Drainage The Development Plan shall include provisions for adequate drainage. To satisfy this requirement, the Development Plan shall comply with the same general requirements of Section 5.06 of the Subdivision Regulations as modified and set forth below: KC Sub Rules & Regs Revision Page 3 A Certified Copy ; ., A ~ ^ ~ :.,' Pags~ofl0 ,~... ... v~ . Attest: annptt Pieper, KerrCo~rt[y( .. •~ ~. o :i 1.04.A.1. Drainage facilities shall be provided and constructed in ~. c accordance with approved plans as required in these regulations. Drainage plans shall be • . ~ prepared by a registered professional engineer experienced in hydrology analysis, and i~ ~.~ l~ t• ~'~;~.~`\;;~ shall be signed and sealed. ,,,,,:, 1.04.A.2. Drainage facilities shall be designed to minimise any adverse impact to private property or public right of way either within or outside the proposed manufactured home rental community. The post-construction runoff rates at the point of flow leaving the new site shall be 50 or 75 or 80 percent of the pre-construction peak runoff rate for the two (2), ten (10) or one-hundred (100) year storms, respectively. Provisions must be made to assure that no adverse impact is made to existing drainage systems within public right of ways. 1.04.A.3. When a drainage channel or storm sewer is to be constructed, three (3) copies of the design complete with construction plans, profiles, and specifications shall be submitted. The plans shall show construction details, calculations showing the anticipated storm water runoff, including watershed area, percentage and velocity of runoff, and time of concentration. The storm drainage plan prepared to a scale of 200 feet to one (1) inch and with the same contours and scaled lot sizes as shown on the survey. 1.04.A.3.a. No pipe less than 18 inches in diameter or comparable flow area shall be used, including driveway crossings. 1.04.A.3.b. All road widths and grades shall be indicated, runoff figures shall be indicated on the outlet and inlet side of all drainage ditches and storm sewers, and at request of the County Engineer, at all points in the road at changes of grade or where the water enters another road or storm sewer or drainage ditch. Drainage easements shall be provided as necessary. 1.04.A.4. The developer shall prepare a storm drainage plan certified by a professional engineer. Three certified copies of this storm drainage plan shall be submitted and shall contain calculations showing anticipated storm runoff including water shed area, percentage, velocity of runoff, and time of concentration. This plan shall be prepared to a scale of 200 feet to (1) one inch and with the same contours and scaled space sizes as shown on the survey. 1.04.A.5. All runoff calculations and/or anticipated storm runoff, shall be based on five (5) year frequency as established by standard engineering practices. 1.04.B.Roads The manufactured home rental community shall construct roads that meet the minimum infrastructure standards contained herein to provide ingress and egress for fire and emergency vehicles. To satisfy this requirement, the roads shall comply with the paved country lane specifications set forth in the Kerr County Subdivision Rules and Regulations as set forth below: KC Sub Rules & Regs Revision Page 4 ~ c®rtl 1` ~ " i a ., .~ " . Page ~ of /'D , ,. ..... ~ ~r ". Attest: Jannett Pieper, Kerr County gerk v water system as defined above is more than fifteen (15)' ~' and a letter from TNRCC's Rate Analysis and Plan"~.. ,` Review Team, Water Utilities Division stating that the ~~ , ' ~ ~ ~ ~ ~. ~ ~~ existing water system has sufficient capacity to service ~ `.~~ ! ~ `'~ ~''~ the additional connections shall be required. (3)_ Any existing wells not owned and utilized by the public or community water system shall be plugged in accordance with the applicable rules and regulations of the HUWCD. (4) All public or community water systems shall contain appropriate plumbing connections to allow fire trucks to connect to the water systems to with draw water in case of an emergency. The specifications for this connections is set forth in Appendix M of the Kerr County Subdivision Rules and Regulations. 1.04.D. Waste Disposal Specifications: The Development Plan shall include provisions for the effective and authorized treatment of wastewater. To satisfy this requirement, the Development Plan shall comply with the same requirements set forth in the Ken County Subdivision Rules and Regulations as set forth below 1.04.D.1. Spaces Served By OSSF: All spaces to be served by OSSF shall have such OSSF installed in compliance with the Kerr County OSSF Rules and Regulations. 1.04.D.2. Spaces Served By Community Sewage Collection and Treatment Facilities: All Spaces to be served by community sewage collection and treatment Facilities shall have such system and facility plan approved by TNRCC and shall provide a letter approving such system and facility plan prior to final plat approval. 1.04.E Survey Requirements: The Development Plan shall include a survey of the proposed Manufactured Home Rental Community. To satisfy this requirement, the survey shall be prepared by a registered professional surveyor licensed in the State of Texas that shall include the following requirements: 1.04.E.1. Street names, road names, and addresses shall be approved by Kerr 911 according to their guidelines. 1.04.E.2 An accurate survey of the property, with reference to a patent survey lines and adjoining established subdivisions. The approximate acreage of the manufactured home rental community shall be shown. KC Sub Rules & Regs Revision Page 7 ACertifiedCopy 1•... ~~1~,~•''' ~ 1 Attest: Jannett Pieper, Kerr COUnry perk ~ ,, • ' ._ y.-.: ~, 1.04.E.3. The location, dimensions, names and description Qf~-. ~. all existing or recorded: -, • . - ,.•~ -~: a) Roads, streets, alleys, reservations, easements or other rights-of--way ,' 1 ~ •~~_ ~~ '~ within the manufactured home rental community, intersecting, or ~ `~ ,!„',3~ contiguous with its boundaries or forming such boundaries. b) Structures, wells (water, oil or monitor), and septic systems. 1.04.E.4. The location, dimensions description and name of all proposed streets, alleys, parks, other public areas, reservations, easements or other right-of--way, blocks, and spaces within the manufactured home rental community 1.04.E.5 Date of prepazation, scale of survey and approximate true north arrow. 1.04.E.6. Topographical information shall include: (a) Contour lines at twenty-(20) foot intervals, based on NGVD 1929 datum The County Engineer may require contour lines of five foot intervals based upon the drainage study and proposed residential density, and (b) Delineation of all Special Flood Hazard areas as identified by the most current Flood Insurance Rate Maps published by the , Federal Emergency Management Agency. 1.04.E.7 the survey will show the location of all utilities lines and utility easements set forth herein. 1.04.E.8. For manufactured home rental communities that lie within, all or part, of the one hundred (100) year flood plain, the survey must show the minimum finished floor elevations of each lot in accordance with the Ken County Flood Damage Prevention Order. 1.04.E.9 The survey shall be on permanent reproducible mylaz, 21 inches vertical and 26 inches horizontal with margins of not less than 1/2 inch. The survey shall be drawn at a scale of not more than 200 feet to one (1} inch. Where more than one sheet is necessary to accommodate the entire manufactured home rental community, an index sheet showing the entire community at an appropriate scale shall be attached to the survey. 1.04.E.10. Six (6)copies of the survey shall be submitted, together with one (1) reproducible mylaz copy of the original, a digital copy in .DWG computer format (labeled with subdivision name); and shall also include the following certifications: -- KC Sub Rulcs & Regs Revision Page 8 .~-^ A Certified Copy .. ~, `~ .H ,....,. .. . Page _~ of 1~ ;1-~ ~ ' °,~'~• Attest: Jannett Pieper, KeR CotRtal;Clerk ~; '•... ,. a.) Developer's or Owner's Certificate of Ownership, and~~~;~ ' ` ~,F~ . ~ r, written consent of all lien holders. -' '• "~ '' ~ ~ ~~ ~ ~ 'J.. ~'/. ~ ..... ~ ~ 1 b.) Certification by a register professional engineer for ~ ~ %1 p ; ~; ' ; `'. ~'`~ accuracy of topography and drainage. ~~~"""" `~ c.) Certification by the Administrator of On-Site Sewage Facilities. d.) Certification by the Administrator of Headwaters Underground Water Conservation District. e.) Certification by the Flood Plain Administrator for Kerr County. f.} Certification by Kerr 911. g.) Certification by the Utility Companies verifying easements and utility layout. 1.04.E.11. Note on Status of Drainage Easements: Property ~- owners may not utilize drainage easements for any purpose detrimental to their intended use. No objects, including but not limited to, buildings, fences, or landscaping, shall be allowed in a drainage easement except as approved by the County Engineer. 1.03.E.12. The minimum surveying requirements shall conform to the accuracy standards set by the "Texas Board of Land Surveying 1992 Act" except that in no case shall the requirements be less than the following: a) The raw unadjusted angular error in the field survey shall not exceed fifteen seconds when multiplied by the square root of the number of angles in the traverse. b) The boundary shall be adjusted, and the bearings shall be shown to the nearest 10 seconds and the lengths to the nearest .O1 of a foot. 1.04.E.13. Certification by a Registered Professional Land Surveyor, registered in the State of Texas, to the effect that such plat represents a complete and accurate survey, and meets rules and regulations contained herein 1.04.E.14. A general location map of the manufactured home rental community showing the entire watershed (U.S.G.S. Quadrangle is satisfactory). 1.04.E.15. The survey shall contain the following note: " (Owner), acknowledges and agrees that Kerr r-.. County shall have no obligations whatsoever to repair or accept maintenance of the roads KC Sub Rules & Regs Revision Page 9 ' ~ ~' .'.1 ff~~'~:. A Certified Copy ~• ... o~~ :. Page,LD of /~ ~~~ ~ ~~ Attest: Jannett Pisoer, KerrCourii~gerk _. in this manufactured home rental community unless and until (owner) his. ~._~_„ ^ -- brought the roads in the manufactured home rental community to meet the standazds ~'•.. ~ ~ `~~ ~` ' required by Kerr County as set forth in Kerr County Subdivision Rules and Regulations r;~~ 1~ U'• • J • ~; ~,~ ~` and Kerr County has accepted such roads by court order issued by Ken County ,,. Commissioner's Court." KC Sub Rules & Regs Revision Thy ~~ "="'sin+'~" °xY~jr'rr thjg Cer?.i~31e f~ affixed is afutl, true and corre~ ra~,~(ot the or'~inal on file and cf ra::,~~! ~~ mY office ,~~ ATTEST: ~;~~~~ ~,. , Jannett Pieper, u y ~;~ ~..... J.~,'` `~ ~~:; Kerr County, texas ~ ~ jJ•• f .,~~ ,~y ..,: /`~ ~: Page l0