Loading...
HomeMy WebLinkAbout1993 Code Supplement - 06/25/1993• GENERAL CODE PUBLISHERS CORP. INSTRUCTIONS Town of Southold Code Supplement No. 80 The enclosed new and/or replacement pages should be placed in your Code volume immediately! The dateline, on the bottom of the page, does not indicate the adoption date of the Code changes, but rather identifies the pages printed with this supplement. The page numbers should always correspond to this list. REMOVE 3201 — 3208 3208.1— 3208.2 10055 —10056 10063— 10064 A10801—A10833 All Department of Highways Standard Drawings at the end of Ch. A108, dated July 30, 1985 (22 total) Supplemental Index, SI-1—SI-12 INSERT 3201 — 3208 3208.1— 3208.9 10055— 10056 10056.1 10063— 10064 10064.1 A10801—A10843 New packet of Department of Highways Standard Drawings, dated April 20, 1993 (22 total) Supplemental Index, SI-1—SI-8 Legislation, by number or date of adoption, included in this supplement: L.L. Nos. 3-1993; 4-1993; 4-20-1993. 6-26-83 • BOATS, DOCKS AND WHARVES Chapter 32 BOATS, DOCKS AND WHARVES ARTICLE I Obstruction and Use of Town Waters § 32-10. Permit required. § 32-11. Restricted areas at end of town highways. § 32-12. Issuance of permits by Board of Trustees. § 32-13. (Reserved) ARTICLE II Public Docks § 32-20. Definitions. § 32-21. Monopolization of docks, bulkheads and landing places prohibited. § 32-22. (Reserved) ARTICLE III Boats § 32-30. Short title; applicability. § 32-31. Definitions. § 32-32. Sanitary regulations. § 32-32.1. Ramps. § 32-33. Unnavigable boats; hazards to navigation. § 32-34. Operation of boats near beaches and bathers. § 32-35. Water-skiers. 3201 6-26-93 SOUTHOLD CODE § 32-36. Speed limits; manner of operation. § 32-36.1. Equipment. § 32-36.2. Operators. § 32-36.3. Regulation of personal watercraft and specialty prop -craft. § 32-37. Internal-combustion engines; mufflers. § 32-38. Aquatic events. § 32-38.1. Bathing and swimming. § 32-38.2. Scuba diving. § 32-38.3. Spear fishing. § 32-39. Mooring and anchoring. § 32-39.1. Anchoring in Mattituck Creek. § 32-39.2. Anchoring and mooring in West Harbor and Hay Harbor. ARTICLE IV Floating Homes § 32-40. Legislative findings. § 32-41. Definitions. § 32-42. Prohibited acts. § 32-43. Severability. ARTICLE V Administration and Enforcement § 32-50. Enforcing officer. § 32-51. Notice of violation. § 32-52. Hearing. 3202 6-25-93 0 § 32-10 BOATS, DOCKS AND. WHARVES § 32-11 § 32-53. Compliance required; penalties for offenses. [HISTORY: Adopted by the Town Board of the Town of Southold: Art. I, 5-18-1959; Art. H, 6-28-1935; Art. III, 10-4-1960; Art. IV, 9-24-1985 as Section H of L.L. No. 15-1985; Art. V, 6-23-1981 as L.L. No. 3-1981. Sections 32-13, 32-22 and 32-39 amended during codification; see Ch. 1, General Provisions, Art. H. Other amendments noted where applicable.] GENERAL REFERENCES Parks and recreation areas — See Ch. 62. Parking at beaches — See Ch. 66. Shellfish — See Ch. 77. Wetlands — See Ch. 97. ARTICLE I Obstruction and Use of Town Waters' [Adopted 5-18-19591 § 32-10. Permit required. No person shall place any piles, stakes, buoys, piers, docks, bulkheads or other objects in or on any town waters or public lands under or adjacent to town waters in the Town of Southold, nor shall any person remove any sand, gravel or other materials from lands under town waters in the Town of Southold without first obtaining a permit therefor from the Board of Trustees of the Town of Southold.2 § 32-11. Restricted areas at end of town highways. No person shall moor, anchor or place any boat on any public lands at the end of any town highway in the Town of Southold 1 Editors Note: See also Ch. 97, Wetlands. 2 Editor's Note: For provisions on soil removal generally, see Ch. 81, Soil Removal. 3203 6-25-93 § 32-11 SOUTHOLD CODE § 32-20 in an area established by the Board of Trustees of the Town of Southold as a restricted area. § 32-12. Issuance of permits by Board of Trustees. The Board of Trustees of the Town of Southold is hereby authorized and empowered: A. To issue revocable permits for the placing of piles; stakes, buoys, docks or other objects in or on any town waters or public lands under or adjacent to town waters, and for the removal of sand, gravel or other materials from lands under town waters, provided that the same do not obstruct or interfere with navigation or the public use of said waters or lands. B. To establish and designate restricted areas at the ends of town highways in the Town of Southold wherein the mooring, anchoring or placing of boats shall be prohibited. C. To establish uniform fees for the issuance of permits required by this Article. § 32-13. (Reserved)' ARTICLE II Public Docks [Adopted 6-28-19351 § 32-20. Definitions. For the purpose of this Article, the terms used herein are defined as follows: 3 Editor's Note. Former $ 32-13, Penalties for offenses, amended 7-31-1973 by L L. No. 1-1973, was repealed 6-23-1981 by L.L. No. 3-1981. 3204 6-25-93 i i § 32-20 BOATS, DOCKS AND WHARVES § 32-30 MONOPOLIZE — The use for an unreasonable period of time to the exclusion of others or to unreasonably restrict or obstruct the use of any public bulkhead, dock or landing owned or controlled by the Town of Southold. PERSON — Includes an individual, copartnership, society, association, joint-stock company, club, corporation and any combination of individuals. 40 § 32-21. Monopolization of docks, bulkheads and landing places prohibited. It shall be unlawful for any person to monopolize, to the exclusion of others, any public dock, public bulkhead or public landing place within the boundaries of said Town of Southold (excluding therefrom the territory within the limits of the Incorporated Village of Greenport). § 32-22. (Reserved)4 ARTICLE III Boats [Adopted 10-4-19601 § 32-30. Short title; applicability. A. This Article shall be known as the `Boat Ordinance of the Town of Southold." B. The following rules and regulations shall apply to all • waters within the Town of Southold and to all waters bounding the Town of Southold to a distance of one thousand five hundred (1,500) feet from the shore; provided, however, that they shall not apply to waters 4 Editor's Note. Former § 32-22, Penalties for offenses, amended 7-31-1973 by LL No. 1-1973, was repealed 6-23-1981 by LL No. 3-1981. 3205 6-25-93 § 32-30 SOUTHOLD CODE § 32-31 within or bounding an incorporated village of the town to a distance of one thousand five hundred (1,500) feet from the shore. § 32-31. Definitions. For the purpose of this Article, the terms used herein are defined as follows: 0 BOATS — Every vessel propelled in any manner. [Amended 5-19-1987 by L.L. No. 5-19871 BOWRIDING — The practice of riding on the bow of a vessel when such vessel is not equipped by the manufacturer with facilities for riding on the bow while said vessel is underway. [Added 8-28-1990 by L.L. No. 17-1990] CHANNEL SYSTEM — The bed of a natural waterway with well-defined banks presenting the evidence of the flow of tidal waters and commonly or usually traversed by watercraft; and, in addition, refers to man-made or stabilized waterways designed for the navigation of watercraft. For the purpose of this Article, boat basins and bathing areas are included in the "channel system." [Added 8-28-1990 by L.L. No. 17-19901 PERMANENT MOORING — Any of a number of different mechanical or cable -like systems the intended purpose of which is to permit the securing of a boat to a fixed location. Said system typically consists of an anchoring device (mushroom or other) which is placed on the bottom of the harbor and is connected to a floating device (i.e., ball) by cables and/or lines. [Added 5-10-1983 by L.L. No. 5-1983; amended 6-2-1992 by L.L. No. 12-19921 PERSONAL WATERCRAFT — A vessel which uses an inboard motor powering a water jet pump as its primary source of motive power and which is designed to be operated by a person sitting, standing or kneeling on or 3206 6-25-93 § 32-31 BOATS, DOCKS AND WHARVES § 32-33 being towed behind the vessel rather than in the conventional manner of sitting or standing inside the vessel. [Added 4-6-1993 by L.L. No. 4-19931 SPECIALTY PROP -CRAFT — A vessel which is powered by an outboard motor or a propeller -driven motor and which is designed to be operated by a person sitting, standing or kneeling on or being towed behind the vessel rather than in the conventional manner of sitting or standing inside the vessel. [Added 4-6-1993 by L.L. No. 4-1993] TEMPORARY ANCHORING — The securing of a boat in a harbor on a temporary basis by means of an anchor carried aboard the boat. [Added 5-10-1983 by L.L. No. 5-1983] § 32-32. Sanitary regulations. [Amended 8-10-1971] The dumping of oil, refuse, garbage, sewage or waste is prohibited. § 32-32.1. Ramps. [Added 8-28-1990 by L.L. No. 17-19901 A. All boat engines must be shut off when loading or unloading at any town boat ramp. B. No person shall park or leave any unattended vehicle on any ramp. § 32-33. Unnavigable boats; hazards to navigation. • A. Any boat which becomes a menace to navigation or unseaworthy or sinks, grounds or otherwise becomes disabled or incapable of navigation shall be removed or restored to navigable condition by the registered owner upon notice from the Southold Town Board or its designated agent, which notice shall be either by personal service or by certified mail addressed to the 3207 6-25-93 § 32-33 SOUTHOLD CODE § 32-35 registered owner's last known address as given by him or as stated in his certificate of registration. [Amended 8-26-1976 by L.L. No. 3-19761 B. If such boat is not removed or restored to navigable condition by the owner within one (1) week after the mailing of said notice, the Southold Town Board or its designated agent may direct the removal or destruction of the boat, and the cost of said removal, including storage charges, shall attach to and shall become a lien upon said boat, and said boat may be sold, upon direction of the court, at public auction to defray said expenses, any surplus being returned to the owner of record. The town shall not be liable for any damage done to said boat during its removal, storage and sale. § 32-34. Operation of boats near beaches and bathers. [Amended 8-28-1990 by L.L. No. 17-19901 No boat propelled other than by hand shall cruise or be operated within one hundred (100) feet of any lifelines or ' bathing float or, if there are no lifelines or bathing float, then within one hundred (100) feet of any public or semipublic beach regularly used for bathing or swimming, nor shall such boat cruise or be operated in excess of five (5) miles per hour within fifty (50) feet of any person bathing or swimming or an anchored or moored boat. § 32-35. Water-skiers. A. No person shall operate a vessel for towing a person on water skis, a surfboard or similar device unless there is in such boat or vessel a person, other than the operator, • of at least ten (10) years of age, in,a position to observe the progress of the person being towed. [Amended 3-7-1961] B. No person shall ride on water skis, a surfboard or similar device, or use or operate a boat to tow a person thereon, 3208 6-25-93 § 32-35 BOATS, DOCKS AND WHARVES § 32-35 between the period of one (1) hour after sunset and one (1) hour after sunrise. [Amended 3-7-19611 C. Permitted areas. (1) No person shall ride on water skis, surfboard or similar device or use or operate a boat to tow a person thereon within one hundred fifty (150) feet of . any public or semipublic bathing beach or public dock or within fifty (50) feet of any swimmer or bather or moving or anchored boat, nor shall any such persons engaged in such activities come within three hundred (300) feet of the shoreline unless they approach or depart perpendicularly to or from the shoreline solely for the purpose of commencing or ending the ride. [Amended 8-28-1990 by L.L. No. 17-1990] (2) [Added 5-20-1992 by L.L. No. 10-1992] The following regulations shall apply only to Hay Harbor: (a) Water skiing is permitted after 5:00 p.m. on weekdays and all day Saturday and Sunday unless organized waterfront activities are planned by the Hay Harbor Club. (b) Water skiers will follow a pattern established by the first boat to start skiing, i.e., clockwise or counterclockwise. (c) Skiers will remain a minimum of one hundred (100) feet from any dock or shoreline. D. No person shall be towed on water skis, surfboard, inflatable parasail or similar device, unless such person • is wearing a Coast Guard approved personal flotation device of Type I, II or III. [Added 8-28-1990 by L.L. No. 17-1990] E. No person shall be towed on water skis, surfboard, inflatable parasail or similar device or use or operate a . boat to tow a person thereon between the period of 3208.1 6-25-93 § 32-35 . SOUTHOLD CODE § 32-36 sunset to sunrise or during periods of limited visibility. [Added 8-28-1990 by L.L. No. 17-19901 § 32-36. Speed limits; manner of operation. A. The Town Board of the Town of Southold may, by resolution, limit the speed of boats in any waters to which this Article applies and shall cause notice of such speed limit to be posted at appropriate places in the areas affected. Any person who shall operate a boat in such areas at a greater speed than the speed specified in such notice shall be deemed to have violated this Article. B. Every .person operating a boat shall at all times operate the same in a careful and prudent manner and at such a rate of speed as not to unreasonably interfere with the free and proper use of the waters or unreasonably endanger any person or property. C. Except where lower maximum speed limits have been posted, no boat shall be operated in excess of forty-five - (45) miles per hour in the waters of the Town of Southold. [Added 6-29-1988 by L.L. No. 17-19881 D. No boat shall be operated in such a manner as to throw up a wake which could be dangerous to life or limb of a person, boat or other property. [Added 8-28-1990 by L.L. No. 17-19901 E. All commercial jetski or commercial windsurfing operators shall provide a patrol boat (other than a jetski or windsurfer) which must be operational and manned at all times for the purpose of controlling their clientele. [Added 8-28-1990 by L.L. No. 17-19901 F. All commercial jetski and windsurfer operators shall • require their clientele to wear United States Coast Guard approved personal flotation devices of Type I, II or III. [Added 8-28-1990 by L.L. No. 17-19901 3208.2 6-25-93 § 32-36 BOATS, DOCKS AND WHARVES § 32-36.1 G. [Added 8=28=1990 by L.L. No. 17-19901 Small sailboats, commonly known as "windsurfers," are prohibited in the following areas: (1) Within five hundred (500) feet of Mattituck Inlet. (2) Within one hundred (100) feet of swimlines. § 32-36.1. Equipment. [Added 5-19-1987 by L.L. No. 5-1987] A. All pleasure vessels and uninspected commercial vessels shall be equipped and lighted while under way or at anchor with any person aboard, as required under the Federal Boat Safety Act of 1971, as amended, and the regulations adopted pursuant thereto and contained in Title 46 of the Code of Federal Rules, Subchapter C, Parts 24, 25 and 26, and pursuant to the provisions of § 40 of the Navigation Law of the State of New York. Failure to comply with the equipment and lighting requirements as set forth above shall be a violation of this chapter. B. The provisions of this section shall not apply to vessels competing in duly authorized regattas and trials preceding such regattas. C. [Added 8-28-1990 by L.L. No. 17-19901 In addition to the penalties provided for in this chapter, the Bay Constable has the authority to take the following actions for violations in this section: (1) Direct the operator to proceed to a dock or anchorage. • (2) Suspend further use of the boat until the condition is corrected. 3208.3 6-25-93 § 32-36.2 SOUTHOLD CODE § 32-36.2 § 32-36.2. Operators. [Added 5-19-1987 by L.L. No. 5-1987; amended 4-6-1993 by L.L. No. 4-19931 A. No person under the age of eighteen (18) years shall operate a mechanically propelled vessel unless: (1) The operator who is under the age of eighteen (18) years is accompanied therein by a person who is eighteen (18) years of age or older; or (2) The operator is ten (10) years of age or older and is the holder of a boating safety certificate issued to him by the Commissioner of the Office of Parks and Recreation of the. State of New York, pursuant to § 78 of the New York State Navigation Law. B. The failure of a person specified in § 32-36.2A(2) hereof to exhibit a boating safety certificate upon demand to any peace officer or other officer having authority to enforce the provisions of this chapter shall be presumptive evidence that such person is not the holder of such certificate. C. No person who is the owner of a motorboat shall i knowingly authorize or permit the operation thereof unless: (1) The operator is eighteen (18) years of age or older; (2) The operator, who is under the age of eighteen (18) is accompanied therein by a person eighteen (18) years or older; or (3) The operator is ten (10) years of age or older and is the holder of a boating safety certificate issued to him by the Commissioner of the Office of Parks and Recreation of the State of New York. D. No person shall operate a vessel while in an intoxicated • condition or while his ability to operate such a vessel is impaired by the consumption of alcohol or by the use of a drug. 3208.4 6-25-93 § 32-36.2 BOATS, DOCKS AND WHARVES § 32-36.3 E. All commercial jetski or ,' commercial windsurfing operators shall provide a patrol boat (other than a jetski or windsurfer) which must be operational and manned at all times for the purpose of controlling their clientele. F. All commercial jetski and windsurfer operators shall require their clientele to wear United States Coast Guard approved personal flotation devices of Type I, II or III. G. Small sailboats, commonly known as `windsurfers", are prohibited in the following areas: (1) Within five hundred (500) feet of Mattituck Inlet. (2) Within one hundred (100) feet of swimlines. § 32-36.3. Regulation of personal watercraft and specialty prop -craft. [Added 4-6-1993 by L.L. No. 4-19931 A. No person shall operate a personal watercraft or a specialty prop -craft unless each person riding on or towed behind such vessel is wearing an off -shore life jacket (Type I, II, III or V) approved by the United States Coast Guard. B. No person shall operate a personal watercraft or a specialty prop -craft unless such vessel is equipped and fitted with a United States Coast Guard approved device for arresting carburetor backfire. C. No person shall operate a personal watercraft or a specialty prop -craft unless such vessel is equipped with at least two (2) ventilators fitted with cowls or their • equivalent for the purpose of properly and efficiently ventilating the bilges of every engine and fuel tank compartment in order to remove any inflammable or explosive gases; provided, however, that if the vessel is so constructed as to have a greater portion of the bilges under the engine and fuel tanks open and exposed to the 3208.5 6-25-93 § 32-36.3 SOUTHOLD CODE § 32-36.3 natural atmosphere at all times, such vessel need not be required to be fitted with such ventilators. D. Any person operating a personal watercraft or a specialty prop -craft equipped by the manufacturer with a lanyard -type engine cutoff switch shall attach such lanyard to his or her person, clothing or personal flotation device as is appropriate for the specific vessel. • E. No person shall operate a personal watercraft or a specialty prop -craft at any time between the hours from one-half (1/2) hour after sunset to- one-half (1/2) hour before sunrise. F. No person shall operate a personal watercraft or a specialty prop -craft within five hundred (500) feet of any designated bathing area, except in bodies of water where the opposing shoreline is less than five hundred (500) feet from such designated area and in accordance with speed regulations and restrictions as provided by local law or ordinance, but in no event at a speed in excess of .ten (10) miles per hour; provided, however, that nothing y } contained in this subsection shall be construed to prohibit the launching of such vessel from designated launching areas or sites. G. Every personal watercraft and specialty prop -craft shall at all times be operated in a reasonable and prudent manner. Maneuvers which unreasonably or unnecessarily endanger life, limb or property, including, but not limited to, weaving through congested vessel traffic, jumping the wake of another vessel unreasonably or unnecessarily close to such other vessel or when visibility around such other vessel is obstructed, and swerving at the last possible moment to avoid collision, • shall constitute reckless operation of a vessel. H. The provisions of this section shall not apply to any performer engaged in a professional exhibition or any person preparing to participate or participating in a regatta, race, marine parade, tournament or exhibition authorized under § 32-28 of this chapter. 3208.6 6-25-93 § 32-37 BOATS, DOCKS AND WHARVES § 32-38.2 § 32-37. Internal-combustion engines; mufflers. A. No boat propelled by an internal-combustion engine shall be operated on any inland fresh waters in the Town of Southold except in emergency or rescue operations or by peace officers in the performance of their duties. [Added 8-10-19711 B. No person shall operate a boat propelled wholly or partly by an engine operated by the explosion of gas, gasoline, naphtha or other substance without having the exhaust from the engine run through a muffling device so constructed and used as to muffle the noise of the exhaust in a reasonable manner. § 32-38. Aquatic events. Nothing herein contained shall prohibit the Town Board of the Town of Southold from issuing special permits for aquatic events, boat races or other such events under proper supervision in limited areas for limited periods. § 32-38.1. Bathing and swimming. [Added 4-6-1993 by L.L. No. 4-19931 No person shall swim or bathe in the mouth of Mattituck Inlet between areas designated by buoy Nos. 3 and 5. § 32-38.2. Scuba diving. [Added 4-6-1993 by L.L. No. 4-1993] A. Scuba diving shall include any person who surface dives • to explore (underwater, hunt, fish or photograph while using any self-contained underwater breathing apparatus, but shall not include bona fide salvage operations displaying proper signals. B. Scuba diving is prohibited in the entire area of the Mattituck Inlet or in any waters where the same may 3208.7 6-25-93 § 32-38.2 SOUTHOLD CODE § 32-39.1 interfere with the reasonable and proper operations of boats or within one hundred fifty (150) feet of any public bathing or swimming area except for duly licensed commercial shellfish harvesters who shall comply with the regulations of Subsection C below. C. No person shall engage in scuba diving without displaying the international diving flag or authorized skin diving flag of suitable size adequately displayed by a float, buoy or boat at all times and without a person of suitable age and discretion, other than the skin diver, in a position as lookout. Such person shall not permit such diving flag to remain in any area unless such person is actually scuba diving in the area at the time. § 32-38.3. Spearfishing. [Added 4-6-1993 by L.L. No. 4-1993] No person shall discharge any apparatus designed for use in spearfishing within two hundred (200) feet of any lifelines or bathing floats or, if there are no lifelines or bathing floats, then within two hundred (200) feet of any public or semipublic beach - regularly used for bathing or swimming or within one hundred fifty (150) feet of any person bathing or swimming. § 32-39. Mooring and anchoring. [Added 5-10-1983 by L.L. No. 5-19831 No boat shall be so moored or anchored that it at any time rests within any channel or interferes with the full use of such channel, nor shall any boat be moored or anchored within fifty (50) feet of any dock, pier or other boat docking facilities. • § 32-39.1. Anchoring in Mattituck Creek. [Added 5-10-1983 by L.L. No. 5-1983] All boats owned by nonresidents of the Town of Southold temporarily anchoring in Mattituck Creek shall anchor only in 3208.8 6-25-93 • § 32-39.1 BOATS, DOCKS AND WHARVES § 32-39.2 the federal anchorage area located near the head of said creek. The Town Board of Trustees shall cause said anchorage area to be suitably designated by appropriate buoys or markers and shall also cause suitable signs to be placed at appropriate locations in said creek to direct boaters to such anchorage area. § 32-39.2. Anchoring and mooring in West Harbor and Hay Harbor. [Added 5-10-1983 by L.L. No. 5-1983; 3-27-1984 by L.L. No. 3-1984,x' 3-26-1985 by L.L. No. 5-1985; 5-19-1987 by L.L. No. 5-1987; 4-10-1990 by L.L. No. 7-19901 A. All boats temporarily anchored in West Harbor and Hay Harbor at Fishers Island shall anchor in an area assigned by the Harbor Master or Bay Constable. (1) Anchoring shall not be permitted for a continuous period of more than three (3) days unless authorized by the Harbor Master or Bay Constable, which authorization may only be granted for emergency situations. B. Permanent moorings in West Harbor and Hay Harbor at Fishers Island. (1) All permanent moorings shall be located south of Buoy No. 8. (Cont'd on page 3209) 5 Editor's Note: This local law also provided for the renumbering of former §§ 32-39A and 32-39B as §§ 32-39.1 and 32-39.2. 3208.9 6-25-93 § 100-51 ZONING § 100-51 § 100-51. Definitions. For the purpose of this Article, the following terms, phrases and words shall have the following meanings: CONSUMER PRICE INDEX — The consumer price index as published by the United States Department of Labor, Bureau of Labor Statistics, for the New York Metropolitan area. DIRECTOR — The Director of Community Development for the Town of Southold. MODERATE -INCOME FAMILY— A family whose aggregate annual income, including the total of all current annual income of all family members [excluding the earnings of working family members under age twenty-one (21)] from any source whatsoever at the time of application for the purchase or lease of an affordable housing unit or the purchase of an unimproved affordable lot, does not exceed fifty-three thousand one hundred ninety-nine dollars ($53,199.), which annual income shall be revised each year to conform to the previous year's change in the consumer price index. [Amended 3-23-1993 by L.L. No. 3-1993] MODERATE -INCOME FAMILY DWELLING UNIT — A dwelling unit reserved for rent or sale to a moderate - income family and for which the maximum monthly rent (excluding utilities) or the maximum initial sales price does not exceed the maximum rent or maximum sales price set forth in § 100-56E hereof. In no event shall the purchaser of said dwelling unit be responsible for .the payment of any utility hookup fees ,including those customarily charged for bringing same from the lot line • to the dwelling house. [Amended 12-22-1992 by L.L. No. 34-19921 MODERATE -INCOME FAMILY UNIMPROVED LOT — An unimproved lot reserved for sale to a moderate - income family and for which the maximum initial sales price, inclusive of the cost of providing public water 10055 6-25-93 § 100-51 SOUTHOLD CODE § 100-52 and/or public sewer service to the lot, does not exceed the maximum sales price set forth in § 100-56E hereof. Said "unimproved lot" shall mean a vacant parcel of real property designated as a lot on a filed map, inclusive of all utilities brought to the property line. [Amended 12-22-1992 by L.L. No. 34-19921 PERMANENT FIXED IMPROVEMENT — An improvement to a lot or a moderate -income family dwelling unit which cannot be removed without substantial damage to premises or total loss of'value of said improvements. UTILITIES — Electric, gas (if provided to the subdivision), telephone and water. Cablevision shall be provided without cost only to the lot line. [Added 12-22-1992 by L.L. No. 34-19921 § 100-52. Applicability. AHD Districts shall be established by application to the Town Board, pursuant to the procedures hereinafter specified, on parcels of land located within the following areas: A. Land within a one -half -mile radius of the post offices located in the Hamlets of Mattituck, Cutchogue, Peconic and Southold. B. Land within a one -fourth -mile radius of the post offices located in the Hamlets of East Marion and Orient. C. Land within one-fourth (1/4) mile of the boundaries of the incorporated Village of Greenport. D. Land in such other areas as shall be designated by Town Board resolution after a public hearing thereon, upon ten (10) days' notice thereof by publication in the official town newspapers. 10056 6-25-93 § 100-53 ZONING § 100-53 § 100-53. Use regulations. In the AHD District, no building or premises shall be used and no building or part of a building shall be erected or altered which is arranged, intended or designed to be used, in whole or in part, for any use except the following- A. ollowingA. Permitted uses. • (1) One -family detached dwellings. (Cont'd on page 10057) • 10056.1 6-25-93 § 100-56 ZONING § 100-56 (1) To eligible applicants who have resided and have had primary full-time employment of either spouse, if applicable, within the Town of Southold for a period of at least one (1) year at the time of their application. (2) To eligible applicants who have either resided or have had primary full-time employment of either spouse, if applicable, within the Town of Southold for a period of at least one (1) year at time of their application. (3) To all other eligible applicants. E. Maximum sales price and monthly rent. [Amended 3-23-1993 by Ord. No. 3-19931 (1) In an AHD District, the maximum initial sales price of a dwelling unit or unimproved lot reserved for sale to moderate -income families shall be as follows: (a) Unimproved lot containing an area of ten thousand (10,000) square feet: thirty-four thousand one hundred three dollars ($34,103.). (b) Attached dwelling unit: eighty-one thousand eight hundred forty-one dollars ($81,841.). (c) Single-family detached dwelling unit: one hundred two thousand three hundred eight dollars ($102,308.). (2) The maximum initial monthly rent, inclusive of utilities, for a dwelling unit reserved for moderate - income families in the AHD District shall be as follows: • (a) Studio apartment: four hundred seven dollars ($407.). (b) One -bedroom dwelling unit: five hundred forty- four dollars ($544.). (c) Two-bedroom dwelling unit: six hundred eighty-two dollars ($682.). 10063 6-25-93 § 100-56 SOUTHOLD CODE § 100-56 (d) The provisions of this § 100-56E(2) shall remain in effect as to each dwelling unit for a period of fifteen (15) years from the date of the initial lease thereof. F. Resale price of dwelling units and unimproved lots. (1) Dwelling units in an AHD District reserved for moderate -income families may be resold to moderate -income families, provided that the maximum resale price does not exceed the purchase price plus the cost of permanent fixed improvements, adjusted for the increase in the consumer price index during the period of ownership of such dwelling unit and such improvements plus reasonable and necessary resale expenses. (2) Unimproved lots in an AHD District reserved for moderate -income families may be resold to moderate -income families, provided that the maximum resale price does not exceed the purchase price of such lot adjusted for the change in the consumer price index for the period during which % such lot was owned by the resale seller, plus reasonable and necessary resale expenses. (3) Where an unimproved lot in an AHD District reserved for moderate -income families is improved with a dwelling unit, the maximum resale price shall be determined in the manner specified in § 100-56F(1) hereof. (4) Notwithstanding the provisions of § 100-56F(1), (2) and (3) hereof, the Director may authorize the resale of a dwelling unit or unimproved lot reserved for moderate -income families at a price in excess of the • maximum resale price specified in § 100-56F(1), (2) and (3) hereof, under the following conditions: 10064 6-25-93 • • § 100-56 ZONING § 100-56 (a) That the owner of ' such dwelling unit files an application with the Director requesting approval of such resale, setting forth in detail the calculation for the determination of the maximum resale price, the proposed resale price and such other information and documentation as the Director shall request. (Cont'd on page 10065) 10064.1 6-25-93 HIGHWAY SPECIFICATIONS Chapter A108 HIGHWAY SPECIFICATIONS ARTICLE I Plans and Maps for Subdivisions § A108-1. Sketch plans. § A108-2. Preliminary plans. § A108-3. Final plans. § A108-4. Construction plans. ARTICLE II General Construction Requirements § A108-5. Progress schedule. § A108-6. Responsibility of developer. - § A108-7. Traffic maintenance. § A108-8. Stormwater runoff. § A108-9. Protection of new drainage installations. § A108-10. Topsoil removal. § A108-11. Dead-end streets. § A108-12. Street signs. § A108-13. Drainage easements. • § A108-14. Temporary roads. A10801 6-26-93 SOUTHOLD CODE ARTICLE III Roadway Construction § A108-15. Construction specifications. § A108-16. Clearing and grubbing. § A108-17. Stripping and stockpiling soil. § A108-18. Excavation and embankment. • § A108-19. Base course for stone blend road. § A108-20. Stone blend wearing course. § A108-21. Base course for asphalt pavement. § A108-22. Asphalt binder course. § A108-23. Asphalt wearing course. § A108-24. Bituminous surface treatment double application: § A108-25. Modifications to existing private roads. § A108-26. Asphalt pavement cores. § A108-27. Drainage design criteria. § A108-28. Design criteria for leaching basins. § A108-29. Recharge basins Type A and drainage areas. § A108-30. Recharge basins Type B and drainage areas. § A108-31. Recharge Basins Type C. § A108-32. Stormwater drainage systems. § A108-33. Storm drains. § A108-34. Catch basins. • § A108-35. Manholes. § A108-36. Drainage pipe criteria. § A108-37. Concrete footings, slabs and headwalls. § A108-38. Concrete curbs. A10802 6-25-93 HIGHWAY SPECIFICATIONS § A108-39. Granite curbs. § A108-40. Concrete sidewalks and driveway entrances. § A108-41. Concrete cylinders. § A108-42. Fencing and curbs at recharge basins. § A108-43. Landscaping of recharge basins Types A and • B. § A108-44. Seeding. § A108-45. Street trees. § A108-46. As -constructed survey. § A108-47. Streetlighting specifications. § A108-48. Alterations or modifications to specifica- tions. § A108-49. Inspection of work. ARTICLE IV Final Dedication of Roads § A108-50. Procedure. Department of Highways Standard Drawings Standard Drawing No. 15-1, (28' Wide) Standard Asphalt Roadway Standard Drawing No. 15-2, (24' Wide) Standard Asphalt Roadway Standard Drawing No. 15-3, (16' Wide) Standard Asphalt Roadway Standard Drawing No. 15-4, (16' Wide) Standard Stone Blend Roadway Standard Drawing No. 15-5, (12' Wide) Standard Stone Blend Roadway A10803 6-25-93 ��14YO11VIX611110 Standard Drawing No. 15-6, Standard Intersection Standard Drawing No. 27-1, Runoff Coefficient Table Standard Drawing No. 29-1, Standard Recharge Basin - Type A Standard Drawing No. 30-1, Standard • Recharge Basin - Type B Standard Drawing No. 30-2, Standard Precast Bubble Basin Standard Drawing No. 30-3, Standard Precast Diffusion Well Standard Drawing No. 31-1, Standard Recharge Basin - Type C Standard Drawing No. 32-1, Standard Leaching System Standard Drawing No. 33-1, Standard Precast Storm Drain Standard Drawing No. 34-1, Standard Precast Catchbasins Standard Drawing No. 35-1, Standard Precast Manholes Standard Drawing No. 37-1, Standard Headwall & Apron Standard Drawing No. 38-1, Standard Concrete Curb Details Standard Drawing No. 39-1, Standard Granite Curb Details Standard Drawing No. 40-1, Standard Driveway Entrance Standard Drawing No. 42-1, Standard Fence Detail A10804 6-25-93 § A108-1 HIGHWAY SPECIFICATIONS § A108-2 Standard Drawing Nm''45-1, Standard Street Tree Detail [HISTORY. Adopted by the Town Board of the Town of Southold 4-20-1993.1 Amendments note where applicable.] ARTICLE I Plans and Maps for Subdivisions § A108-1. Sketch plans. See the Southold Town Code, Chapter A106, Subdivision of Land, for sketch plan requirements. §A108-2. Preliminary plans. A. Highways shall be designed to the requirements of two hundred (200). feet of visibility on horizontal curves, depending on the curve data as specified herewith. Profiles shall be designed to provide satisfactory sight distance of not less than two hundred (200) feet at vertical curves. B. Plans and profiles for all proposed paved roads shall be laid out in a center line station numbering system. Plans shall show all drainage pipes, drainage structures, recharge basins, etc. Profiles shall show original ground elevations from field survey and the percent of proposed grades between stations and drainage structures where applicable. • C. Profiles for all roads shall be at a scale of one (1) inch equals five (5) feet vertical and one (1) inch equals fifty (50) feet horizontal. 1 Editor's Note: This resolution superseded former Ch. A108, Highway specifications, adopted 7-30-1985, as amended. A10805 6-25-93 r'� § A108-2 SOUTHOLD CODE § A108-3 D. Drainage structures shall show such details as location, pipe sizes, depth of excavation, type of catch basins and manholes, headwalls, recharge basins and leaching systems. Necessary easement for drainage facilities and for side slopes shall also be shown. E. A test hole will be required at the proposed site for each recharge basin Type A. The test hole must indicate sand and gravel at least five (5) feet below design depth. F. Borings shall be taken at two -hundred -foot intervals for a depth of four (4) feet in the roadway to determine the type of soil present. This information shall be shown in the construction plans. § A108-3. Final plans. Final plans shall be submitted, upon receipt of written approval, and the return of one (1) copy of the preliminary plan approved, or approval as corrected, as follows: A. Final plans and profiles shall be to scales as indicated for f preliminary plans showing actual distances along roads. B. Exact location and types of all drainage structures. C. Exact location of curbing and sidewalks. D. Exact location of all easements. E. Location of street trees. F. Exact location of all street lights when required. G. Exact location of all fire wells when required. H. Concrete monuments, four by four by thirty (4 x 4 x 30) inches, shall be shown at all changes of alignment, at • points of curvature and tangency and at one hundred (100) feet along curves. These monuments, together with the beginning and ending of all roads, shall be shown on both sides of the highway. A10806 6-25-93 ., ..r.. _ § A108-4 HIGHWAY SPECIFICATIONS § A108-4 § A108-4. Constrddion plans. A. Construction plans shall be submitted for approval upon return of final plans. Six (6) copies of construction plans shall be submitted. B. No work shall be done on major subdivision projects until approved construction plans have been received by the subdivider. C. The plans shall be at a minimum scale of one (1) inch equals one, hundred (100) feet. All roads shall show beginning and ending stations. D. Roadway profiles shall be at a scale of one (1) inch equals five (5) feet vertically and one (1) inch equals fifty (50) feet horizontally. E. Profiles shall show original ground elevations, grades, stationing and elevations of grade intersections, length and corrections for vertical curves, including high and low points and drainage structures where applicable. F. Drainage structures shall be exactly located by stations with details showing cover elevation, invert elevations, size and type of pipe and type of structure. Separate drawings shall be shown on the plans for drainage structures showing classification, type of grate, frames, covers, rings, size and number. Complete details for each type of recharge basin Type A shall also be shown separately. G. Typical road sections shall indicate width of right-of-way and easements, width of pavement, type of pavement showing surfacing and base material, sidewalks, type of curbs, road crown and shoulder grading. • H. All boring information, as required, shall be shown on construction plans. I. Streetlights shall be exactly located by stations with details showing standards, luminaries, conduit runs, service splice boxes, fuses, wiring circuits and all related hardware for streetlighting systems. Plans shall include A10807 6-26-93 § A108-4 SOUTHOLD CODE § A108-6 a Long Island Lighting Company power source and shall be prepared by a professional engineers licensed to practice in the State of New York. J. The Highway Department and the Construction Inspector shall be notified two (2) days before each phase of construction is begun if different from construction schedule. ARTICLE II General Construction Requirements § A108-5. Progress schedule. A progress schedule of all proposed subdivision work shall be submitted by the subdivider. The schedule shall indicate the estimated commencement and completion dates for the major items of work involved in the project. The schedule shall be reviewed by the Superintendent of Highways and the Town Engineer for approval. Upon approval, or approved as corrected, the work shall be adhered to by the subdivider -for the orderly J '1 performance and completion of the work. § A108-6. Responsibility of developer. A. The developer is responsible for keeping town roads, streets and private property free of debris and damage caused by construction operations or by stormwater runoff from the development sites. Any damage so caused shall be immediately repaired by the developer at his own expense. B. It shall be mandatory upon the subdivision developer • that the work proceed in accordance with the best construction practice and that all necessary measures be taken for the protection of the public health, safety and welfare. C. The developer is responsible for all required improvements to existing town and private roads A10808 6-25-93 • § A108-6 HIGHWAY SPECIFICATIONS § A108-10 adjacent to and accessing the proposed subdivision as required by the Superintendent of Highways. Test holes to a minimum depth of twelve (12) inches at intervals of one hundred (100) feet, or as directed by the Town Engineer or Superintendent of Highways, shall be taken to determine the depth and type of existing road construction. § A108-7. Traffic maintenance. The flow of traffic or the safety thereof on any public street or highway within the town shall not be restricted or endangered in any way by construction operations, equipment, vehicles or materials connected with road construction by subdivision development. § A108-8. Stormwater runoff. Stormwater runoff from developments must be confined to the site unless adequate facilities exist. Methods of providing temporary drainage shall be approved by the Town Engineer. Rainfall runoff onto roads, streets or private property is prohibited. § A108-9. Protection of new drainage installations. All drainage facilities during construction shall be cleared of lumber debris, dirt or other objectionable material after completion and shall be maintained in a clean condition until time for use. • § A108-10. Topsoil removal. Topsoil removal is prohibited. Refer to Chapter 81, Soil Removal, of the Southold Town Code regarding soil removal. A10809 6-25-93 § A108-11 SOUTHOLD CODE § A108-12 § A108-11. Dead-end streets. A. All highways ending at tidewater shall terminate one hundred (100) feet back from the mean high-water elevation. Each dead-end road shall have a dead-end sign on a ten -foot steel U -type signpost. B. All dead-end highways with five (5) lots or more must have a width of not less than one hundred (100) feet for a distance of one hundred (100) feet from the dead end to provide for a turnaround, all of which must be cleared of trees, bushes and stumps. A guardrail shall be installed along the entire dead-end length. Such guardrail shall be on galvanized steel (flex -beam type), 12 -gauge, eighteen and one-half (181/2) inches in width erected on four -inch - by -six -inch -by -seven -foot- , CCA .6 treated posts placed in the ground for a depth of three (3) feet. The dead-end sign shall be placed in the center of the dead-end width in the rear of the guide rail with posts spaced at twelve (12) feet on center. § A108-12. Street signs. A. Street name signs. The developer shall propose the name for each street or road in a proposed subdivision. The proposed name shall be subject to the approval of the Su- perintendent of Highways. Street identification signs, stop signs, dead-end signs or other signs required shall be of a type approved by the Superintendent of Highways. Signs shall be provided by the subdivider and placed at all intersections and at other locations as directed by the Superintendent of Highways. B. Traffic control signs. Placement of any and all traffic • control signs (i.e., stop, speed limit, etc.) shall be subject to the approval of the Southold Town Board. A10810 6-28-93 • • § A108-13 HIGHWAY SPECIFICATIONS § A108-15 § A108-13. Drainage easements. A. Where it is necessary to have a drainage area located beyond the fifty -foot bounds of the highway, an easement to such area shall be provided, together with the necessary land to connect such area to the bounds of the highway. Easements shall have a minimum width of twenty (20) feet. B. Corrugated pipe having a minimum diameter of eighteen (18) inches, extending from the drainage area to the bounds of the highway, shall be installed with clean-out boxes at one -hundred -fifty -foot intervals. § A108-14. Temporary roads. A. When temporary traffic is, permitted on subdivision roads prior to construction of stabilized base courses and asphalt binder courses, a passable all-weather road must be maintained at all times with specific attention to winter and spring weather. B. Traffic on stabilized base courses and asphalt binder courses shall be subject to approval by the Superinten- dent of Highways. ARTICLE III Roadway Construction § A108-15. Construction specifications. The specifications set forth in the following chart shall apply to all constructed roadways after April 20, 1993: A. Specifications. Minimum Right - Number of Lots of -Way Width Road Width Serviced by Road Zoning District (feet) (feet) 1 to 2 All R Districts 251 122.3 (A -C, R-40, MO, (Drawing No. A10811 6-25-93 § A108-15 SOUTHOLD CODE § A108-15 Minimum Right - Number of Lots of -Way Width Road Width Serviced by Road Zoning District (feet) (feet) R.120, R-200 and 15-5) R-400) 3 to 4 All R Districts 251 162,3 (A -C, R-40, R-80, (Drawing No. R-120, R-200 and 15-4) R-400) 5 and over A -C, R-40, R-80, 50 24 R-120, AHD and HD (Drawing No. 15-2) 5 and over All R Districts 50 163 (When developed at (Drawing No. a density of R-200 15-3) or less.) 2 and over All Business, Marine 50 28 and Industrial (Drawing No. Districts (RR, RO, 15-1) LB, HB, B, MI, MII, LI04 and L14) NOTES: 1 Where the potential to resubdivide into a total of five (5) or more lots exists or the road provides access to five (5) or more lots, whether those lots are part of the proposed subdivision or not, a fifty -foot right-of-way shall be required. 2 Upon the recommendation of the Planning Board, the Superintendent of Highways may require wider roads when the potential for resubdivision exists or the road services more than five (5) lots (some of which may be outside the subdivision). If the proposed road connects with an existing paved road, such road shall conform with the specifications listed herein, whichever is greater. 3 This construction type is not acceptable for dedication to the Town of Southold. 4 On-site parking is required. General note. On-site parking is required for all lots in all subdivisions containing roads with less than a twenty -eight -foot -wide pavement surface. No on -street parking will be permitted. B. A fifty -foot right-of-way with a minimum pavement width of twenty-four (24) feet shall be required for dedication to the Town. See Drawing No. 15-2.2 2 Editor's Note. Standard Drawing No. 15-2 is included at the end of this chapter. A10812 . 6-25-93 • § A108-15 HIGHWAY SPECIFICATIONS § A108-18 C. Upon the recommendation of the Planning Board, the Superintendent of Highways may require wider right-of- ways and paved surface areas when necessary. § A108-16. Clearing and grubbing. A. Clearing and grubbing in a fifty -foot right-of-way with five (5) or more lots shall consist of the removal of all trees, brush, stumps, fences, debris and other miscellaneous materials within the designated right-of- way areas as shown on the plans. Clearing and grubbing in a fifty -foot right-of-way with less than five (5) lots and in a twenty -five-foot right-of-way shall consist of the removal of all trees, brush, stumps, fences, debris and other miscellaneous materials for a distance of three (3) feet outside the proposed paved area but not to extend beyond the proposed right-of-way. B. Off-site disposal. All tree trunks, stumps, roots and other materials shall be removed from the site and disposed of by the contractor at an approved landfill facility. § A108-17. Stripping and stockpiling soil. Existing topsoil shall be stripped to its full depth between the right-of-way limits, or as ordered, and stockpiled on the site for future use. Stripping shall be completed prior to starting general excavation in an area. § A108-18. Excavation and embankment. • A. Excavation shall consist of the excavation, use of or disposal of all materials of any description encountered in the course of construction. B. The proposed road section in cuts or fills shall meet the existing abutting surface with a one on two (1:2) slope or as shown on the plans. Where the proposed slopes extend beyond the bounds of the highway (right-of-way), the A10813 6-25-93 § A108-18 SOUTHOLD CODE § A108-19 necessary releases, easements or deeds must be obtained from the property owner or owners. C. Roadway embankments shall be constructed with suitable material from excavation or from acceptable borrow when necessary. Embankments shall be constructed in successive uniform layers not exceeding eight (8) inches. Each layer shall be thoroughly compacted with steel wheel or pneumatic tired rollers to the approval of the Construction Inspector, The drainage system may be installed at any time before the final grading of roads is completed. D. When feasible, excavation and embankment within the construction site shall have a reasonable balance. § A108-19. Base course for stone blend road. A. The base course shall consist of bank run compacted to a six-inch depth. If clay or other unsuitable material is found below the base course, it shall be removed and replaced with additional bank -run material for a total compacted depth of twelve (12) inches. Bank -run material shall contain a minimum of fifteen percent (15%) gravel. B. The soil base shall be compacted to the satisfaction of the Engineer and shall be smooth, parallel to and at the required depth below the base course. The soil base shall not be in a muddy or frozen condition before placing base course material. The base course material shall be deposited on the prepared grade by means of dump truck, spreader, tailgate or other approved methods of deposition. Spreading the base course material shall be • done by approved spreading equipment. After the loose material has been spread evenly so that it will have the required thickness after compaction, correct grade for succeeding courses, segregation of any large or fine particles corrected, it shall be rolled with approved, rollers weighing not less than ten (10) tons. Rolling must A10814 6-26-93 § A108-19 HIGHWAY SPECIFICATIONS § A108-20 begin at the sides and continue toward the center and shall continue until there is no movement of the course ahead of the roller. A minimum of four (4) passes of rollers will be required. Approved vibratory rollers may be used at the option of the contractor. Where the use of a roller is impractical, approved vibrating plate compactors or impact rammers shall be used to compact the base material. C. Upon the completion of the base course, the contractor shall request an inspection by the Engineer or Inspector and shall not proceed with further road work until such inspection has been made and the work approved. § A108-20. Stone blend wearing course. A. The wearing course shall consist of three -fourths -inch stone blend. The coarse aggregate shall consist of crushed stone and fine aggregate and shall meet the minimum requirements of the New York State Depart- ment of Transportation specifications for stone blend. B. The wearing course shall be placed on the stabilized base course when it has been satisfactorily completed and approved by the Engineer or Inspector. The material shall be placed only when the surface to be covered is dry, clean and weather conditions, in the opinion of the Engineer, are suitable. All defective areas in the base course shall be repaired as directed. C. The wearing course shall - be compacted to a two-inch thickness with ten -ton tandem steel wheel rollers or vibratory rollers of a type as approved by the Engineer. • During the initial rolling, rollers shall travel parallel to the center line beginning at the edge and working toward the center, overlapping on successive passes by one-half (1/2) of the roller wheels. A minimum of four (4) passes of rollers will be required. D. The developer and/or owners of the property shall be required to properly maintain the road surface at all A10815 6-25-93 § A108-20 SOUTHOLD CODE § A108-21 times to ensure continuous access by all emergency vehicles. § A108-21. Base course for asphalt pavement. A. The base course shall consist of three -fourths -inch stone blend or crushed concrete compacted to a four -inch depth. If clay or other unsuitable material is found below the base course, it shall be removed and replaced with twelve (12) inches of compacted bank run containing fifteen percent (15%) or more of gravel. The twelve -inch replacement depth may be modified according to existing conditions as approved by the Engineer. B. The soil base shall be compacted to the satisfaction of the Engineer and shall be smooth, parallel to and at the required depth below the base course. The soil base shall not be in a muddy or frozen condition before placing base course material. The base course material shall be deposited on the prepared grade by means of dump truck, spreader, tailgate or other approved methods of deposition. Spreading the base course material shall be done by approved spreading equipment. After the loose material has been spread evenly so that it will have the required thickness after compaction, correct grade for succeeding courses, segregation of any large or fine particles corrected, it shall be rolled with approved rollers weighing not less than ten (10) tons. Rolling must begin at the sides and continue toward the center and shall continue until there is no movement of the course ahead of the roller. A minimum of four (4) passes of rollers will be required. Approved vibratory rollers may be used at the option of the contractor. Where the use of a roller is impractical, approved vibration plate • compactors or impact rammers shall be used to compact the base material. C. Upon the completion of the base course, the contractor shall request an inspection by the Engineer or Inspector A10816 6-26-93 § A108-21 HIGHWAY SPECIFICATIONS § A108-22 and shall not proceed with further road work until such inspection has been made and the work approved. § A108-22. Asphalt binder course. A. The binder course shall be two and one-half (21/2) inches in compacted depth. The material shall be local sand and gravel pit run, passing the three -fourths -inch screen with filler added. The filler material shall be local fine sand. The combined materials shall show the following composition: (1) Passing the three -fourths -inch square sieve: one hundred percent (100%). (2) Passing the No. 4 sieve: seventy-five percent (75%) to ninety percent (90%). (3) Passing the No. 10 sieve: fifty percent (50%) to seventy-five percent (75%). (4) Passing the No. 40 sieve: twenty-five percent (25%) to fifty percent (50%). (5) Passing the No. 80 sieve: twelve percent (12%) to twenty percent (20%). (6) Passing the No. 100 sieve: four percent (4%) to twelve percent (12%). (7) Asphalt cement grade AC -20: six percent (6%) to eight percent (8%). (8) Temperature range placing. two hundred twenty- five degrees (225°) to two hundred seventy-five degrees Fahrenheit (275° F.). • B. The binder course shall be placed on the stabilized base course when it has been satisfactorily completed and approved by the Engineer or Inspector. The material shall be placed only when the surface to be covered is dry, clean and weather conditions, in the opinion of the Engineer, are suitable. All defective areas in the base A10817 6-26-93 § A108-22 SOUTHOLD CODE § A108-23 course shall be repaired as directed. The bituminous course shall be placed with an approved finishing paver with screed heating equipment, capable of placing a fourteen -foot width and to such appropriate loose depth that when the work is completed the required, compacted thickness will have been met. The course shall be compacted with ten -ton tandem steel wheel rollers or vibratory rollers of a type as approved by the Engineer. During the initial rolling, rollers shall travel parallel to the center line beginning at ,the edge and working toward the center, overlapping on successive passes by one-half (1/2) of the roller wheels. A minimum of four (4) passes of rollers will be required. C. The temperature of the material, when placed, shall not be less than two hundred twenty-five degrees Fahrenheit (225° F.). No material shall be placed when the air and surface on which the material is to be placed is below forty degrees Fahrenheit (40° F.). § A108-23. Asphalt wearing course. A. The wearing course shall be one and one-half (11/2) inches in compacted depth. The coarse aggregate shall consist of crushed stone, the fine aggregate sand and mineral filler. The mineral filler shall consist of limestone dust, cement or silica sand. The combined materials shall have the following composition: A10818 6-25-93 General Limits Job Mix Screen (percent (percent Sizes passage) passage) 1 'inch 100 + 0 , 1/2 inch 95-100 + 5 1/4 inch 65— 85 + 7 1/8 inch 32 —65 + 7 A10818 6-25-93 § A108-23 HIGHWAY SPECIFICATIONS General Limits Screen (percent Sizes passage) 20 15-39 40 7-25 80 2-12 • 200 2-6 % asphalt cement 5.8-7.0 grade AC -20 § A108-23 Job Mix (percent passage) +7 +7 +4 +2 +0.4 B. The wearing course shall be placed on the binder course when it has been satisfactorily completed and approved by the Engineer or Inspector. The material shall be placed only when the surface to be covered is dry, clean and weather conditions, in the opinion of the Engineer, are suitable. All defective areas in the base course shall be repaired as directed. The bituminous course shall be placed with an approved finishing paver with screed heating equipment, capable of placing a fourteen -foot width and to such appropriate loose depth that when the work is completed the required, compacted thickness will have been met. The course shall be compacted with ten - ton tandem steel wheel rollers or vibratory rollers of a type as approved by the Engineer. During the initial rolling, rollers shall travel parallel to the center line beginning at the edge and working toward the center, overlapping on successive passes by one-half (1/2) of the roller wheels. A minimum of four (4) passes of rollers will be required. C. The temperature of the material, when placed, shall not be less than two hundred twenty-five degrees Fahrenheit is (225° F.). No material shall be placed when the air and surface on which the material is to be placed is below forty degrees Fahrenheit (40° F.). A10819 6-25-93 j- § A108-24 SOUTHOLD CODE § A108-24 § A108-24. Bituminous surface treatment double application. A bituminous surface treatment double application may be considered an acceptable substitution for the asphalt wearing course when and if approved by the Superintendent of Highways. A. Bituminous surface treatment double application. (1) The first course shall consist of an application of emulsified asphalt, Grade CRS -2, applied at a rate of thirty -hundredths (0.30) gallon per square yard; to forty -five -hundredths (0.45) gallon per square yard and the spreading and rolling of crushed blue stone aggregate at a rate of twenty-five (25) pounds per square yard to thirty (30) pounds per square yard. The aggregate shall have the following composition: General Limits Screen Size (percent passage (inches) by weight) 1 100 1/2 90 to 100 1/4 0 to 1 (2) The second course shall consist of an application of emulsified asphalt, Grade CRS -2, applied at a rate of twenty -hundredths (0.20) ' gallon per square yard to thirty-five hundredths (0.35) gallon per square yard; and the spreading and rolling of crushed blue stone aggregate at a rate of twenty (20) pounds per square yard to twenty-five (25) pounds per square yard. The aggregate shall have the following • composition: General Limits Screen Size (percent passage (inches) by weight) 1/2 100 A10820 6-25-93 § A108-24 HIGHWAY SPECIFICATIONS § A108-24 Screen Size General Limits (inches) (percent passage by weight) 1/4 90 to 100 1/8 0 to 15 B. The double -application bituminous surface treatment, when required, shall not be placed until the binder course has been satisfactorily completed, cured and approved by the Inspector. The liquid asphalt shall be evenly applied to the road surface by means of a pressure distributor, at one hundred twenty-five degrees Fahrenheit (125° F.) to one hundred eighty-five degrees Fahrenheit (185° F.) and at the rate specified. The distributor shall be equipped with an accurate measuring device which indicates the exact number of gallons remaining within the distributor tank. Note that the rate of application may be adjusted depending on the specific gradation of the crushed blue stone to be used. No asphalt shall be applied unless sufficient _truckloads of aggregate are standing by the paving site as per the opinion of the Inspector and all asphalt distributed will be immediately covered with aggregate. Sufficient time shall elapse between the completion of the first course and the placing of the second course so that the bituminous material in the first course has time to set or cure. Prior to the placement of the second course, the surface to be paved shall be drag-broomed, and the excess on the sides of the roads shall be evenly distributed across the entire width of the pavement. Any damage to the pavement shall be repaired with asphalt and stone applications prior to the placement of the second course. Additional stone shall be applied to take • up any bleeding that occurs. All rolling shall be done by pneumatic -tired rollers or steel -wheeled rollers no heavier than eight (8) tons. No material shall be placed when the air temperature is below fifty degrees Fahrenheit (50° F.) or if the road surface temperature is less than seventy degrees Fahrenheit (70° F.). A10821 6-25-93 § A108-24 SOUTHOLD CODE § A108-26 C. The width of the wearing course shall be equal to the width of the asphalt base course. See § A108-15, Construction specifications. § A108-25. Modifications to existing private roads. A. Existing roads with unstable subgrades such as clay or • other objectionable material shall be excavated as necessary to reach a stable subgrade. If unstable material exceeds twelve (12) inches in depth, remove only twelve (12) inches or as directed by the Engineer. Backfill all excavations with clean fill before placing new road construction. B. Existing roads with stable subgrades and insufficient wearing surfaces shall be patched and repaired as follows: (1) Regrade all minor potholes and depressions with suitable packing material such as three -fourths -inch stone blend, bituminous patch or other approved equal. All patching and leveling shall be approved } by the Engineer or Inspector. (2) A new two-inch lift of compacted wearing course asphalt shall be placed over the entire road surface after all patching has been approved by the Engineer. See § A108-27 for additional specifica- tions. C. All drainage problems incurred due to improvements on existing roads shall be corrected by the developer and/or owner. Drainage facilities required shall meet the minimum specifications included herein or as directed by the Engineer. • § A108-26. Asphalt pavement cores. When requested by the Superintendent of Highways, cores shall be taken by a reliable testing laboratory which has the A10822 6-25-93 § A108-26 HIGHWAY SPECIFICATIONS § A108-27 approval of the Town Engineer, at the developer's expense. One (1) core from the finished pavement for each five hundred (500) feet of road will be required. § A108-27. Drainage design criteria. All stormwater collection systems shall be designed in accordance with the following minimum standards and shall be submitted on design sheets to be reviewed by the Town Engineer. A. Rational method. The rational method shall be as follows: Q = Ad Where Q = Discharge in cubic feet per second (cfs). A = Tributary drainage area in acres within the subdivision and shall include areas outside the subdivision. c = Coefficient of runoff drainage area. (1) 'The following values of c shall be used: (a) Type of surface: See Recharge Design Detail for c = runoff coefficients.3 (2) i, the rainfall intensity in inches per hour, shall be determined by the following formula: i = 120 t+20 Where t = The time of concentration in minutes of the point of design. Maximum time of 3 Editor's Note: The Recharge Design Detail is included at the end of this chapter. A10823 6-25-93 § A108-27 SOUTHOLD CODE § A108-28 concentration (t) shall be twenty-eight (28) minutes. B. Closed conduits and open channels shall be designed using Manning's formula: V= 1.486 x R 2/3 x S 1/2 n Where • V = Velocity in feet per second. R = Hydraulic radius in feet. S = Slope in feet per foot. The slope (S) shall generally be considered to be the slope of the pipe invert, except that such slope shall be checked against the available hydraulic gradient wherever the system discharges against an existing hydraulic head. Where n = 0.015 for reinforced concrete pipe eighteen (18) inches or less. 0.013 for reinforced concrete pipe twenty-four (24) inches or larger. 0.021 for corrugated metal pipe. (1) Design velocities shall be limited to two (2) feet per second minimum and ten (10) feet/second maximum, unless special approval for unusual conditions is granted by the Town Engineer. (2) Minimum pipe diameter shall be eighteen (18) inches. • § A108-28. Design criteria for leaching basins. The design criteria for leaching basins shall be as follows: Vc = ARC A10824 6-25-93 • • § A108-28 HIGHWAY SPECIFICATIONS § A108-29 Where Vc = Volume capacity in cubic feet. A = Tributary drainage area in square feet within the subdivision and shall include areas outside the subdivision if necessary. R = Two (2) inches of rainfall. C = Weighted coefficient for runoff of the drainage area (minimum C = 0.30). § A108-29. Recharge basins Type A and drainage areas. A. Recharge basins Type A and drainage areas are designed to return stormwater to the existing groundwater aquifer. An area of eight (8) acres or more shall be deemed necessary for a recharge basin or drainage area. In areas less than eight (8) acres, other drainage facilities such as drywells, etc., may be installed as approved by the Town Engineer, having been designed for a ten-year storm or two-inch rainfall in twenty-four (24) hours. S. All stormwater recharge basins Type A and drainage areas shall be designed to provide storage based on an anticipated runoff from a six-inch rainfall in twenty-four (24) hours on the tributary area under conditions of total potential development multiplied by a weighted runoff coefficient [minimum twenty -hundredths (0.20)]. C. The depth of recharge basins will be determined from design. This measurement shall be two (2) feet below the elevation of the berm or elevation of grate at the inlet basin at the low point in the tributary drainage system, whichever is the lowest. D. A test hole shall be required at the bottom elevation of recharge basins and shall indicate at least five (5) feet of good leaching material. A10825 6-25-93 § A108-29 SOUTHOLD CODE § A108-30 E. Fencing, complete with gate, shall be installed before excavation. F. If feasible, the area of the recharge basin shall be cleared of trees only where excavation and grading is required, and a natural tree screening shall remain along the perimeter of the basin. G. Asphalt gutters will be required around sections of the perimeter of recharge basins where possible erosion from upland runoff may occur. H. Asphalt gutters shall have an elliptical section four (4) feet in width, a depth of six (6) inches and four (4) inches in thickness. The asphalt gutters shall be installed where necessary in the perimeter of the recharge basin as directed by the Engineer. The outfall of the gutter shall be carried through the berm and down the slope to the bottom of the recharge basin. An asphalt spillway apron, eight by eight (8 x 8) feet and four (4) inches in depth, shall be placed on the bottom of the recharge basin at the gutter. I. Alternate methods to direct the outfall flow from asphalt gutters into the recharge basin can be submitted for approval. J. Headwalls on all outfall drainage lines into recharge basins Type A shall be concrete. § A108-30. Recharge basins Type B and drainage areas. A. Recharge basins Type B and drainage areas are designed to return stormwater to the existing groundwater aquifer. An area of eight (8) acres or more shall be deemed necessary for a recharge basin or drainage area. • The Type B basin shall be an acceptable alternate to the Type A basin when sufficient area is available to provide adequate storage within the shallow Type B basin. In areas less than eight (8) acres, other drainage facilities such as drywells, etc., may be installed as approved by A10826 6-25-93 • § A108-30 HIGHWAY SPECIFICATIONS § A108-30 the Town Engineer, having been designed for a ten-year storm or two-inch rainfall in twenty-four (24) hours. B. All stormwater recharge basins Type B and drainage areas shall be designed to provide storage based on an anticipated runoff from a six-inch rainfall in twenty-four (24) hours on the tributary area under conditions of total potential development multiplied by a weighted runoff coefficient [minimum twenty -hundredths (0.20)]. C. The maximum design depth for a Type B recharge basin shall be two (2) feet. The high-water mark shall be two (2) feet below the elevation of the berm or elevation of grate at the inlet basin at the low point in the tributary drainage system, whichever is the lowest. The area of the basin will be determined from design calculations. D. A test hole shall be required at the bottom elevation of recharge basins and shall indicate at least five (5) feet of good leaching material. E. The area of the recharge basin where excavation and grading is required shall be cleared of trees and brush. If feasible, a natural tree screening shall remain at the perimeter of the recharge basin. F. A bubble basin shall be installed in Type B recharge basins at the end of the outfall drainage pipe. Alternate methods to direct the outfall flow from the drainage structures to the recharge basins can be submitted for approval. See Standard Drawing No. 30-2 4 G. A diffusion well shall be installed in Type B recharge basins. See Standard Drawing No. 30-3.' 4 Editor's Note: Standard Drawing No. 30-2 is included at the end of this chapter. 6 Editor's Note: Standard Drawing No. 30-3 is included at the end of this chapter. A10827 6-25-93 § A108-31 SOUTHOLD CODE § A108-34 § A108-31. Recharge Basins Type C. Recharge basins Type C may be used for drainage runoff from small tributary areas with the exception of clay, unsuitable material, etc., when approved by the Superintendent of Highways and the Town Engineer. See Standard Drawing No. 31-1.6 § A108-32. Stormwater drainage systems. Stormwater drainage systems shall consist of catch basins and interconnected leaching basins. The size and number of rings shall be determined by drainage design requirements. Systems can be within the right-of-way or in other approved locations with different arrangements of leaching basins where soil conditions are suitable for infiltration. See Standard Drawing No. 32-1.7 § A108-33. Storm drains. This system, using metal inlet castings over leaching basins, shall be used for minor drainage areas only. The catch basin shall be substituted with a precast concrete leaching basin and appropriate inlet casting when shown on the plans. The leaching basin shall have an eight -inch thick reinforced concrete traffic cover. Where additional leaching basins are provided, a solid six-inch reinforced concrete cover may be substituted for a metal casting. See Standard Drawing No. 33-18 § A108-34. Catch basins. Only curb inlets with grate or grate -only type metal castings • shall be used. The maximum distance of flow in roadway 6 Editor's Note: Standard Drawing No. 31-1 is included at the end of this chapter. 7 Editor's Note: Standard Drawing No. 32-1 is included at the end of this chapter. 8 Editor's Note: Standard Drawing No. 33-1 is included at the end of this chapter. A10828 6-25-93 § A108-34 HIGHWAY SPECIFICATIONS § A108-37 gutters for subdivision pavements ' before a catch basin is required shall not exceed three hundred fifty (350) feet. § A108-35. Manholes. The maximum distance between manholes shall be four hundred (400) feet. Manholes shall be installed where there are changes in pipe alignment, grade, pipe size change and at road intersections or other locations where catch basins, inlets or laterals are to be connected. See Standard Drawing No. 35-1.9 § A108-36. Drainage pipe criteria. A. The minimum diameter of stormwater drainage pipe shall be eighteen (18) inches. The pipe shall be 14 -gauge galvanized corrugated steel, aluminum or reinforced concrete. Other types of drainage pipe may be used only with approval of the Superintendent of Highways. B. The trench width for pipe installations shall be the pipe diameter plus twenty-four (24) inches. Trench bottoms shall be flat and to the required pitch with holes as necessary for bells, joints and joint -making. Sheathing and bracing of trenches and structure excavation shall be used whenever soil conditions or depths of trenches indicate caving. It shall also be done where trade union regulations, industrial code regulations or other applicable laws require it, regardless of soil conditions. Backfill in trenches under paved areas shall be compacted with vibrating plate compactors or impact rammers. • § A108-37. Concrete footings, slabs and headwalls. All concrete footings, slabs and headwalls shall be placed on undisturbed original soil. If undercut, the bearing areas shall be 9 Editor's Note. Standard Drawing No. 35-1 is included at the end of this chapter. A10829 6-25-93 § A108-37 SOUTHOLD CODE § A108-38 consolidated with mechanical tampers or filled with concrete. All concrete construction shall conform to the American Concrete Institutes standards, ACI 318. All concrete shall be 3,000 PSI at twenty-eight (28) days. Exposed surfaces shall have a finish acceptable to the Construction Inspector. See Standard Drawing No. 37-1.11 § A108-38. Concrete curbs. A. All concrete curb construction shall conform to the American Concrete Institutes specifications, ACI 318. All curbing shall consist of three -thousand -pounds -per - square -inch concrete at twenty-eight (28) days. Exposed surfaces shall have a wood float finish or as directed. See Standard Drawing No. 38-1.11 B. Concrete curbs shall be installed on both sides of all roads within major subdivisions or developments. C. The curb to be constructed shall conform to the type as shown on a planof typical road sections. Expansion joints of one-half (1/2) inch premolded bituminous material shall be placed at twenty -foot intervals on all types of curb. Expansion joints shall also be placed on both sides of curb inlet castings. D. The subgrade for all types of curbs shall be consolidated with mechanical tampers before forms are placed. E. Where curbing has been wavered and not required by the Superintendent of Highways, a detailed drawing of the cross section of the road shall be shown. Without such curbing, a detail of the road surfacing and road shoulder must be submitted. 10 Editor's Note: Standard Drawing No. 37-1 is included at the end of this chapter. 11 Editor's Note: Standard Drawing No. 38-1 is included at the end of this chapter. A10830 6-25-93 • C7 § A108-39 HIGHWAY SPECIFICATIONS § A108-41 § A108-39. Granite curbs. Granite curbing may be used when approved by the Superin- tendent of Highways. The subgrade in trenches for the placed concrete foundation shall be compacted with vibrating plate compactors or other approved methods. The use of compacting equipment may be waived, provided that the trench subgrade consists of undisturbed natural soil. See Standard Drawing No. 39-1.12 § A108-40. Concrete sidewalks and driveway entrances. Sidewalks and driveway entrances shall be constructed of concrete having a compressive strength of three thousand (3,000) pounds per square inch at twenty-eight (28) days. All concrete work shall conform to the American Concrete Institutes specifications, ACI 318. All sidewalks shall be pitched to prevent the ponding of water. All sidewalks shall receive a broom finish. Sidewalks shall be four (4) inches in depth, except at driveways where they shall be six (6) inches in depth. Widths, expansion joints, mesh reinforcing, finishing and curing, protection in freezing weather, etc., shall be as required by the Superintendent of Highways. See Standard Drawing No. 40-1.13 § A108-41. Concrete cylinders. Cylinders shall be taken to determine the strength of concrete at twenty-eight (28) days as required by the Superin- tendent of Highways. Cylinders shall be made and tested by an approved testing laboratory at the expense of the developer. The number of cylinders to be tested shall be two (2) each, per • day, of the different types of concrete being placed or as directed. 12 Editor's Note: Standard Drawing No. 39-1 is included at the end of this chapter. 13 Editor's Note: standard Drawing No. 40-1 is included at the end of this chapter. A10831 6-26-93 § A108-42 SOUTHOLD CODE § A108-43 § A108-42. Fencing and curbs at recharge basins. Fencing shall include the installation of green, vinyl clad, chain link fabric with gates, curbs and all other related items of sizes and requirements as specified on the Fence Detail Standard Drawing. See Standard Drawing No. 42-1.14 § A108-43. Landscaping of recharge basins Types A and • B. Topsoil shall be placed six (6) inches in depth on the berm around the recharge basin. In the Type A basin, the topsoil shall extend between the inside of the fence to a line four (4) feet down from the top of the slope. Screen planting shall be provided outside of and parallel to the fence around the entire recharge basin, except at the gate. See Standard Drawing No. 29-1. In the Type B basin, the topsoil shall extend between the property line of the basin to a line four (4) feet above the top of slope or bottom of the basin. Screen planting shall be provided around the perimeter of the basin inside of the property line. All topsoil areas shall be limed, fertilized and seeded. See Standard Drawing No. 30-1.16 A. Topsoil. Topsoil shall consist of natural loam free of refuse, stones larger than one .(1) inch, weeds or other objectionable material. It shall contain not less than five percent (5%) and not more than twenty percent (20%) organic material. Topsoil shall be six (6) inches in depth when compacted. The surface shall be smoothly graded to meet established elevations and adjacent ground levels. B. Liming. Limestone shall be agricultural limestone with a total carbonate content of not less than eighty percent (80%) or forty-five percent (45%) calcium oxide • equivalent for the purpose of calculations. Total carbonates shall be considered as calcium carbonate. 14 Editor's Note: Standard Drawing No. 42-1 is included at the end of this chapter. 16 Editor's Note: Standard Drawing No. 30-1 is included at the end of this chapter. A10832 6-25-93 I § A108-43 HIGHWAY SPECIFICATIONS § A108-43 Limestone shall be evenly distributed at the rate of fifty (50) pounds per one thousand (1,000) square feet and worked into the top three (3) inches of the soil. C. Fertilizing. Not less than five (5) days after the application of limestone, commercial fertilizer 5-10-5 shall be evenly distributed at the rate of twenty (20) pounds per one thousand (1,000) square feet and worked into the top three (3) inches of the soil. D. Seeding. Grass seed shall be fresh, recleaned seed containing at least twenty percent (20%) of chewing, creeping, red, meadow or alter fescue with a minimum germination of eighty percent (80%). Inert matter and weed seeds shall not exceed eight percent (8%). The seedman's certificate of analysis shall be available for inspection. Grass seed shall be sown evenly at the rate of four (4) pounds per one hundred (100) square feet. The seed shall be covered to a proper depth by raking or other suitable means. After seeding and raking, the surface shall be rolled with an approved roller weighing at least one hundred (100) pounds. Grass seeding shall be done between April 1 and May 30 or between August 15 and October 15 and shall not be accepted unless there is a uniform growth evident over all seeded areas. E. Screen planting. (1) All trees shall be nursery grown and shall be nominal columnar or narrowly pyramidal habit of growth typically characteristic of the particular variety. Only the following species and varieties are acceptable: (a) Douglas fir (pseudotsuga menziesii). • (b) Canadian hemlock (tsuga canadensis). (c) Colorado spruce (picea pungens). (d) Native cedar (thuja accidentalis). (e) Norway spruce (picea excelsa). A10833 6-25-93 § A108-43 SOUTHOLD CODE § A108-45 (2) All evergreen trees shall be moved with a burlap and tied with a good grade of haylop or heavy twine. The size of ball for all specified evergreen trees shall be a minimum of twelve (12) inches in diameter and deep enough to include all lateral roots. All evergreen trees shall be set plumb at such level that, after settlement, they have the same relationship to the elevation of the surrounding ground as they had to the ground from which they were dug. All trees shall be planted, and the holes backfilled and tamped with topsoil. The screen planting shall be maintained and all dead or dying trees replaced by the developer until such time as the recharge basin has been accepted by the town. § A108-44. Seeding. Seeding for slopes, shoulders and other areas where shown on the plans or as required in these specifications shall be in accordance with the requirements for seeding as shown for landscaping at recharge basins. § A108-45. Street trees. Prior to planting, the Planning Board shall be notified as to a time and place where the trees may be inspected. Any trees that are deemed to be unacceptable, which have been planted without proper notification, will be subject to rejection and removal. On large subdivisions with multiple streets, serious consideration shall be given to planting more than- one (1) species of tree. A. All trees shall be of freshly dug nursery stock and shall • have grown for a period of at least two (2) years, under the same climatic conditions as the location of the development. They shall be of symmetrical growth, sound, healthy, free from insect pests, disease and suitable for street trees. The average trunk diameter at a height of four (4) inches above the finished ground level A10834 6-25-93 § A108-45 HIGHWAY SPECIFICATIONS § A108-45 shall be a minimum of two and one-half (21/2) inches to three (3) inches, depending on good practice, with reference to the particular species to be planted. B. Trees shall be planted at intervals of from thirty (30) feet to forty (40) feet depending on the species and location of the lot lines along both sides of the street and shall be within the right-of-way where their spacing from the property line will be determined by the Superintendent of Highways and the Planning Board. In order to provide visibility for traffic safety, no trees shall be planted within a minimum length of twenty (20) feet from the ends of the right-of-way curve radius at intersections. Where sidewalks are required, street trees will be planted on private property. C. Planting. The size of tree pits shall be as follows: Depths of all pits shall not be less than three (3) feet. In no case shall the distance from the ball to the side of the pit be less than six (6) inches. All pits shall have vertical sides unless otherwise directed. The soil shall be made loose and friable for a depth of one (1) foot below the bottom of all pits. D. Where, in the opinion of the Engineer, the subgrade material is unsuitable, the size of the pits shall be dug wider and deeper than normally required. The bottom and sides shall be backfilled with topsoil and thoroughly worked into place. E. Backfill for tree pits shall consist of topsoil and manure mixed in the proportions of seventy-five percent (75%) topsoil and twenty-five percent (25%) manure. Trees shall be handled so that the ball will not be loosened. After the backfill has been firmed under the ball and • around it in six-inch to eight -inch lifts, it shall be thoroughly settled with water. F. Staking of trees shall be done immediately after planting and maintained until final acceptance. Trees shall stand plumb after staking and shall be supported by two (2) stakes, eight (8) feet or more in length, driven into the A10835 6-25-93 § A108-45 SOUTHOLD CODE § A108-45 ground for three (3) feet and fastened securely with double strand No. 12 steel wire through reinforced black rubber hose at the trees. G. Trees shall be wrapped with new six-inch plain burlap bandage when directed by the Engineer. The bandage, when used, shall cover the entire surface of the trunk to the height of the first branches. H. Pruning of any badly bruised or broken branches shall be done as directed and the cuts painted with an approved tree paint depending on the size of the cuts. All trees shall be sprayed with an approved antidessiccant, using a power spray to apply an adequate film over trunks, branches and/or over the foliage when directed by the Engineer. I. At the time of planting, the soil around the trees shall be thoroughly saturated with water and as many times thereafter as seasonable conditions require during the period to final acceptance. J. Trees shall be planted from March 1 to May 1 and from October 15 to December 1, or at such other times as the Engineer may direct. K. Only the following species and varieties for street trees are acceptable: A10836 6-25-93 Spacing Scientific Name Common Name (feet) Acer platanoides Norway maple 40 Acer saccharum Sugar maple 40 Fraxinus americana White ash 30 Fra -Anus pennsylvanica Green ash 40 lanceolatus Gleditsia triacanthos Honey locust 30 Gleditsia triacanthos Moraine honey 30 • inermis locust Quercus borealis Red oak 40 Quercus palustris Pin oak 40 Tilia cordata Little -leaf linden 30 Tilia tomentosa Silver linden 30 A10836 6-25-93 § A108-46 HIGHWAY SPECIFICATIONS § A108-47 § A108-46. As -constructed survey. An as -constructed curb and drainage installation survey will be required and submitted for approval before permission will be given to construct pavement. • § A108-47. Streetlighting specifications. Streetlight standards, luminaries, conduit, splice boxes, fuses and all related hardware for streetlighting systems shall be installed in all residential and commercial subdivisions. A. Lighting layouts shall be designed to provide a generally even level of illumination based on the use of seventy - watt colonial -type, high-pressure sodium luminaries. In general, streetlights shall be installed at every street intersection and at the end of each cul-de-sac. Additional lighting may be required at regular intervals where existing site conditions and topography warrant. B. All wiring, splices, conduit and workmanship shall be in accordance with the National Electrical Code, the requirements of the National Board of Fire Underwriters and the Long Island Lighting Company (LILCO). All work on the streetlighting systems shall be performed by and tested for continuity and safety by electricians licensed by the County of Suffolk. Copies of test results shall be furnished prior to release of performance bonds. C. Upon commencement of the installation work, periodic inspections of the work being performed will be made by the town. The developer shall be responsible for notifying the town's engineering office and/or streetlighting personnel at least forty-eight (48) hours prior . to • performance of any work in order to allow for daily inspections of all work being performed. Upon completion and final testing of the streetlighting installation, a final inspection will be made before the town will accept the completed installation. A10837 6-25-93 § A108-47 SOUTHOLD CODE § A108-47 D. All lighting standards shall be fiberglass in accordance with town Specifications. Fiberglass poles may be either gray, black, brown or as specified by the town. All poles shall have an overall length of twenty (20) feet, embedded four (4) feet, and shall be installed approximately twenty-four (24) inches behind the curb. Luminary mounting height shall be sixteen (16) feet above finish grade. Poles shall be plumb and soil • thoroughly tamped after installation. Wire in poles shall be copper RR -USE or XLP-USE, minimum gauge AWG No. 10. All poles shall be sequentially numbered with two-inch lettering at five (5) feet above grade. E. Standard light fixtures shall be seventy -watt high- pressure sodium and shall be town and Country 100 series by G.E. or approved equal. Lamps used shall be manufactured by General Electric, Westinghouse, Sylvania, Norelco or approved equal. Additional fixture requirements are as follows: (1) A photoelectric control shall be individually connected to each streetlight installed. F. Wire and cable for lighting system circuitry shall be direct burial, copper, type RR -USE or XLP-USE with a minimum gauge of AWG No. 6. Wire shall be approved and complete installation shall meet all requirements of the National Electrical Code. All wire splicing shall be performed within approved splice boxes or within pole at hand hole. All splices and connections shall be made using approved split bolt or compression -type connectors and shall be insulated using an approved waterproof method. Cable shall be buried twenty-four (24) inches below finished grade installed directly behind the curbing. Any and all wiring under a roadway, driveway, • walkway, sidewalk or other load-bearing paved surface shall be installed within one -and -one -fourth -inch galvanized rigid steel conduit. All cable terminations and splices shall be color -coded using Scotch Tape 2210 as follows: red — hot leg; white — neutral leg; green — ground. All underground wire and cable shall have A10838 6-25-93 s • § A108-47 HIGHWAY SPECIFICATIONS § A108-47 caution tape installed at eight (8) inches below finish grade. G. Polyethylene splice boxes may be installed at the base of each streetlight pole for splicing and fusing. Splice boxes shall be installed so that the top of the installed box is at finished grade. Splice boxes shall be located behind the curb in front of each light pole. H. Fuses shall be individually installed for each streetlight pole and fixture in its splice box using a Bussman Type HEB-AA fuse holder and a Bussman KTK-15 amp fuse or approved equal. Each lighting loop shall be fused in the corresponding service box to protect and isolate each individual lighting circuit. Each service box is to contain a Bussman Type HEB-AA fuse holder and an appropriately sized Bussman KTK fuse. I. Splices between fixtures or between transformers and splice boxes, unless specifically authorized by the Engineer, are not acceptable. Where splices are authorized and locations approved such as at fixture connections to circuit .cables, the contractor shall make a splice with an approved mechanical connector encapsulated by Scotch Tape. 2210, Scotch Tape 33+, and then coated with Scotch Cote in a manner as approved by the Engineer. J. A service splice box referred to above shall be installed at the point of connection to the LILCO facilities. This installation shall meet all requirements of the Long Island Lighting Company. Direct burial service cable shall be installed from the streetlight service splice box to LILCO service point and a length of slack cable sufficient for LILCO to connect to their facilities shall be left coiled at the LILCO service box and shall be color - coded at connection ends as follows: red — hot leg; white — neutral leg, green — ground. K. All conduit shall be hot -dipped galvanized, one -and -one- fourth -inch inside diameter, UL approved, rigid steel. Conduit shall be used as a wireway for circuit cables A10839 6-26-93 § A108-47 SOUTHOLD CODE § A108-48 where lighting circuits pass under roadways, driveways, sidewalks or other paved load-bearing surface: Conduit shall be installed directly behind the curb where applicable or in the most direct route as specified by the Engineer and installed twenty-four (24) inches below grade. Such conduit shall extend a minimum of six (6) inches beyond the edge of any paved area as specified above. L. Streetlights to be installed on existing utility poles located on existing town property at all new intersections created by the subdivision shall be the developer's responsibility. All required Long Island Lighting Company permits as well as coordination and installation shall be obtained and provided by the developer. The installation shall be approximately twenty-five (25) feet above finish grade and shall meet all the requirements of the Long Island Lighting Company. Fixture type shall be Cobra Head with fifty- , seventy-five- or one -hundred -fifty -watt high pressure sodium as directed and approved by the Commissioner of Public Works and the Superintendent of Highways. The remaining assembly shall be an eight -foot arm with rubber bushing and grounding lug. Risers shall be Schedule 80, three -fourths -inch PVC. Wire shall be RHW-USE or RHH-USE with a minimum gauge of AWG No. 8. The power supplied to lights on existing utility poles in existing town rights-of-way shall be the responsibility of the Town of Southold. M. All power supplied to the new lighting systems shall be the responsibility of the developer or housing association until such time that the roads and power systems have been dedicated to and accepted by the Town of Southold. • § A108-48. Alterations or modifications to specifications. Whenever, in the opinion of the Superintendent of Highways, he finds that, for the best interest of the town, alterations or modifications should be made to specifications, rules and A10840 6-25-93 § A108-48 HIGHWAY SPECIFICATIONS § A108-50 regulations, such alterations or modifications may be made on the recommendation of the Superintendent of Highways to and with the approval of the Town Board. § A108-49. Inspection of work. Any work done on any highway without notifying the Super- intendent of Highways or his inspector and done with no inspector present will be considered unacceptable and subject to review by the Inspector and the Superintendent of Highways. ARTICLE IV Final Dedication of Roads § A108-50. Procedure. If dedication of a road is being offered at some point in time after the performance bond has been released, this procedure should be followed: A. Dedication papers shall be submitted to the Town Clerk and shall include: (1) A duly acknowledged dedication and release, together with the required County Clerk's recording fees, if any. (2) A survey map of the property, which shall show the actual location of the highway area within the highway right-of-way and a metes and bounds description of the right-of-way. (3) An abstract of title certified to the Town Board by a • reputable title company. (4) A bargain and sale deed with covenant against grantor's acts in the proper form for recording in the County Clerk's office. (5) Six (6) sets of plans which demonstrate that the roads are in conformance with highway specifica- A10841 6-25-93 § A108-50 SOUTHOLD CODE § A108-50 tions as set forth in Chapter A108 of the Code of the Town of Southold. B. Upon receiving all of the aforesaid dedication papers, the Town Clerk shall refer the papers to the Town Attorney for review. C. When the Town Attorney deems the papers to be in proper legal form, he shall so notify the Town Clerk and forward the papers to the Superintendent of Highways. D. The Superintendent of Highways shall ask the Town Engineer to conduct an inspection of the road to be dedicated, the costs of which are to be assumed by applicant. The Town Engineer shall submit a written inspection report. The report shall itemize any work that remains to be completed in order to bring the road up to town highway specifications. E. The Town Engineer's report shall be submitted to the Highway Superintendent for his review. F. If further work is needed to bring the road up to specifi- cations, the Highway Superintendent shall so notify the applicant, in writing, with a copy to the Town Clerk. G. After the work is deemed complete by the Highway Su- perintendent, he shall advise, in writing, the Town Clerk to submit the dedication papers to the Town Board for acceptance at its next regularly scheduled meeting. H. The name of such highway may be proposed by the owner or owners of property dedicating such highway, but the proposed name shall be subject to the approval of the Town Board and the Planning Board, primarily, to avoid duplication. I. Before any highway shall be accepted by the Town of • Southold as a town highway by dedication, the assessed value of the buildings and structures on the land on both sides of such highway, as shown on the current tax roll of the Town of Southold, shall have an assessed value of not A10842 6-25-93 • § A108-50 HIGHWAY SPECIFICATIONS § A108-50 less than' forty thousand 'dollars ($40,000.) per mile proportioned at that rate if -more or less than a mile. A10843 6-26-93 gr ® w N C) -F S(DUrTHOT,E) SUFFOLK COUNTY NEW YORK D E P AR T M E N T O F H 2 G H W A Y S S T A NDA R D D R A W I N G S TOWN BOARD DATE: April 20, 1993 PLANNING BOARD SUPERINTENDENT OF HIGHWAYS - 6-25-98 TOWN O$ S O U T H O L D STANDARD ASPHALT R O A D W A Y Right -of -Way Right -of -Way 50' - 0 " 25' - 0" 25' - 0" 14'-0" 14'-0" 5'-0" 1 6'-O" 28'-0" ROAD SECTION 6'-0" 5'-0" 6" 66 4" CROWN (typical) H. / 4" SLOPE 1:3 TOPSOIL MAIC. TO TO BE EXISTING CLEARED GRADE CURBING 3.000 P.S.I. RAKED fi CONCRETE @ 28 SEEDED DAYS - SEE STANDARD DWG. 1 WEARING COURSE 2 Y" BINDER COURSE FINE GRADE 4" COMPACTED BASE COURSE 3/4" STONE BLEND OR CRUSHED CONCRETE ,NO SCALE Prepared and Approved By DRAWING Recommended By: Superintendent of Highways Higghways NEER JAMES A. RICHTER April 20, 1993 15-1 ARCHITECT RAYMOND L. JACOBS DATE .6-25-93' TOWN O F S O U T H O L D STANDAR D A S P H A L T R O A D W A Y' Right -of -Way Right -of -Way 50' - 0" 4. 25' - 0" 25' - 0" 12'-0" 12'-O" 5'-0" 8'-0" 24'-0" ROAD SECTION 8'-0" 15'-0" 6„ 4" CROWN (typical) SLOPE 1.3 TOPSOIL MAX. TO TO BE EXISTING CLEARED GRADE CURBING 3,000 P.S.I. RAKED & CONCRETE @ 28 SEEDED DAYS - SEE STANDARD DWG.WEARING COURSE 2. '�" BINDER COURSE FINE GRADE 4" COMPACTED BASE COURSE 3/4" STONE BLEND OR CRUSHED CONCRETE NO SCALE Prepared and Approved By DRAWING Recommended By: Superintendent of Highways NUMBER JAMES A. RICHTER �G�NLlLry/�L: April 20, 1993 15-2 ARCHITECT RAYMOND L. JACOBS DATE 6-2b-98 --- 0 TOWN OE? S O U T H O L D STANDARD ASPHALT R O A D W A Y Right -of -Way Right -of -Nay —�- 50' - 0" I I 25' - 0" 25' - 0" 10'-0" 6'-0" 9'-0"j, 9'-0"--6'-0"1- 10'-O" I 16' ROAD SECTION 1 1 3" CROWN. k 1 ( typical 4" TOPSOIL SLOPE 1:3 MAX. TO EXISTING TO BE CLEARED GRADE RAKED & SEEDED 2 '�" BINDER COURSE FINE GRADE 4" COMPACTED BASE COURSE 3/4",STONE BLEND OR CRUSHED CONCRETE NO SCALE Prepared and Approved By DRAWING Recommended By: Supedn�tend/e�nt of Highways NUMBER / JAMES A. RICHTER l�JZlKG/ �!�/. April 20, 1993 1 S — 3 ARCHITECT RAYMOND L. Je OBS DATE 6-25-93 • - - • TOWN OF SOLJTHOLD STANDARD STONE BLEND R O A D W A Y Right -of -Way Right -of -Way 25' - 0" FCL I I I I 12' - 6" 12' - 6" � 81-01 8' _0" 3'-0" 16'-0" ROAD SECTION 3'-0" I I � 3" CROWN I I ;1�4"TOPSOILTO VU BECLEAREDRAKED bSEEDEDOMPACTED WEARING COURSE " STONE BLEND - E GRADEOMPACTED BASE COURSE EXISTING BANK RUN OR OTHER SUITABLE MATERIAL NO SCALE Prepared and Recommended By: Approved By Super#ntendent ofHighways DRAWING OBER JAMES A. RICHTER ��/YN�. L�-- April 20, 1993 15-4 ARCHITECT RAYMOND L. JACOBS DATE .. 6-25-93 - • TOWN O F S O U T H O L D STANDARD STONE BLEND R O A D W A Y Right -of -Way Right -of -Way 25' - 0" I I I 12' - 6" 12' - 6" 3'-6" 13'-0" 6'-0" 6'-0" 3'-0" 3'-6" 12'-0" R04D SECTION 4—i I 2" CROWN (typical) 4" SLOPE 1:3 TOPSOIL MAX. IO TO BE CLEARED EXISTING GRADE RAKED 6 SEEDED EXISTING M4K RUA OR SUITABLE MATERIAL NO SCALE Prepared and Approved By DRAWING Recommended By: Super Atendent of Highvays NUMBER JAMES A. RICHTER ,�/fN�vZ April 20, 1993 15-5 ARCHITECT RAWOND L. JACOBS DATE 6-25-93 - - R TOWN OH S O U T H O L D STANDARD INTERSECTIO N � 3 _oz 2 L.R-�V`Iyp. -0RIGHT=0F-WAY TF-WA Y o c `rROADWAY�— EDGE OF PAVEMENT N c RIGHT-OF-WAY NOTE: FOR THE STANDARD ROADWAY SECTION SEE DWG. No.' SO SO Prepared and Approved By DRAWING Recommended By: Super tendent of Highways HOER JAMES A. RICHTER Zr April 20_1993 1 S — 6 ARCHITECT RAYMOND L. JACOB5 DATE 6-25-95 .. • - - and Approved By DRAWINGPrepared By: Supjayintendent of Highways NUMBERRecommended 1127-1 JAMES A. RICHTER A„�"44VIA2;e� April 20, 199 i ARCHITECT RAYMOND L. JAC99S DATE a • TOWN OF sou-rHOL.D S T A N D A R D R E C H A R G E B ASI N T Y P E — A PROPERTY LINE O�xt 00000 l00 20PLANTING SCREEN AREA OO 000 —x—x—p FENCE 15' BERM - TYP. GiOO 1;0 2; SLOPE-1:2-(TYP.) A i TOE OF SLOPE TEST HOLE REQUIRED MIN. 5' OF CLOD � LEACHING SOIL. STANDARD HEADWALL o OUTFALL PIPE / ' I x - O of HIGH WATER ELEV. 1 0o ,GATE 00KIJ.C`00- O 0000 _ ,?—ENTRANCE WITH 20' RIGHT -OF -GAY A P L A N ' PLANTING SCREEN BERM IL x 6' HIGH VINYL CLAD TEST HOLE - SHOW = CHAIN LINK FENCE GROUND WATER ELEVATION 1� S E C T I O N "A -A" - NOTES * TOPSOIL S SEED BERM AND SLOPE TO * DIIME.NSIONS OF RECHARGE BASINS VARY 4' FROM TOP OF SLOPE. IN ACCORDANCE WITH DRAINAGE * FENCING, COMPLETE WITH GATE 6 LOCK CALCULATIONS AND FIELD CONDITIONS. TO BE INSTALLED BEFORE EXCAVATION. * DATA TO BE SHOWN SHALL INCLUDE HIGH WATER 6 TOP OF BERM ELEVATIONS. Prepared and` Approved By DRAWING Reco®ended By: Superintendent of Highways SER JAMES A. RICHTER d � Aprii 20. 1993 2 9-1 ARCHITECT I RAYMOND L. JACOBS DATE . - 6-25-93 - - - • TOWN OF' SOLITHOLD S T A N D A R D R E C H A R G E 13 -7h -SIN T Y P E — B PROPERTY LINE SCREEN PLANTING AREA f O� p TOP OF FREE FORM BERM � � O �0 0 00 ` // 20' MITI. '00 `-SLOPE 1:6 (MAX) J j I A I TOE OF SLOPE (BOTTOM ELEV.) A — BUBBLE BASIN �O� 7' TYP. 1 ; DIFFUSION WELL �- 9 O p TEST ROLE OO o 0 d 0 �O 5 OUTFALL PIPE p OHO � Ocopp HIGH WATER A PROVIDE 20' RIGHT-OF-WAY ELEVATION FOP. DRAINAGE PIPE ACCESS. �7' TYP. PLAN— `PLANTING SCREEN TEST HOLE :REQUIRES S'MIN. TOP OF BERM GOOD LEACHING SOIL - SHOW z / GROUND WATER ELEVATION. 1L i I BUBBLE BASIN-� �-pIFFUSIOP: WELL I 1r— 1 SECT ION "A -A" NOTES: * TOPSOIL 6 SEED BERM S SLOPE TO * DATA TO BE SHOWN SHALL INCLUDE 4' FROM TOE OF SLOPE. HIGH WATER & TOP OF BERM * DIMENSIONS OF -RECHARGE BASINS VARY IN ELEVATIONS. ACCORDANCE WITH DRAINAGE CALCULATIONS. Prepared and Approved By DRAWING 'Recommended By: Superintendent pofZHighways NMBER JAMES A. RICHTER /yKrNlp-T aicluv� April 20, 1993 3 O — 1 ARCHITECT I RAYMOND L. JAROBS DATE . - 6-25-98 is TOWN OF SOUTHOT D STANDARD P R E C A S T B U B B L E B ASI N 8' DIA.x 8" THICK 3,000 PSI REINFORCED CONCRETE TRAFFIC COVER. USE 04 BAR @ 4" 0/C E.W. CAST IRON FRAME 6 GRATE. CAMPBELL FOUNDRY PATTERN 0 1007B OR APPROVED EQ. 3,000 PSI CONCRETE CHIMNEY - USE: 6x6 - 10/10 W.W.F. TYPICAL 3" STONE RIP PAP 1 BOTTOM OF BASIN PROVIDE 5' MI3. i 6 ni- GOOD LEACHING S SOIL AT BOTTOM • OF BASIN. J: 3,000 PSI PRECAST _ CONCRETE LEACHING RING. TYPICAL. CLEAN SAND/GRAVEL BACKFILL. TYPICAL 1'-0" }� 1 8'-0" DIAMETER It MIN. T;1IN. E L E V A T I O N Prepared and Approved By DRAWING Reco=ended By: Sup ntendent of Highways NUMBER JANES A. RICHTER o2 April 20, 1993 30-2 ARCHITECT RAY) ND L. JACOVSDATE 6-2b-98. - TOWN OF' SOUTHOLD STANDARD PRECAST DIFFUSION WELL. —6m-26-93 6m -26-9B 8' DIA.x 8" THICK _ 3,000 PSI REINFORCED CONCRETE TRAFFIC COVER. W w r✓✓// USE 04 BAR @ 4" O/C E.W. \ e CAST IRON FRAME 6 GRATE c CAMPBELL FOUNDRY PATTERN _ 6 1007E OR APPROVED EQ. o 3,000 PSI CONCRETE CHIMNEY - USE 6x6 - 10/10 W.W.F. TYP. 3" STONE RIP RAP. P L A 1; i E 2 ; 2 c . a0 0 1 r— ►' • $ o •� —� 1 BOTTOM OF BASIN e� E I ---- -- I- ---- PROVIDE " MIN. GOOD LEACHING z L 6" 2'-0" 04611 SOIL AT BOTTOM b DIA. OF BASIN. all [21 o v 1113 m ; Dram © -' a m C] as I a [am m ` 3.000 PSI PRECAST J [NAM Cr CONCRETE LEACHING RING. a ® m- TYPICAL araC _ LEAN SAND/GRAVEL BACKFILL. TYPICAL iz -P-O" MIN. 1'-0" MIN. 8'-0" DIAMETER E L E V A T I O N Prepared and Approved By DRAWING Reco=ended By: Supe�intendent of High//ways OBER JAMES A. RICHTER Q�/GvLY-Va 14 CSW! April 20, 1993 30-3 ARCHITECT RAVIOND L. JACOBS DATE —6m-26-93 6m -26-9B TOWN OF SOUTHOL..D STANDARD RECHARGE BASIN TYPE — C e -i - - � PROPERTY LINE P L A N 3'-0" 6" TOPSOIL 6" SAND 6 GRAVEL 3'-0" GRAVEL 1L FL SECT ION "A -A" - Prepared and Approved By DRAWING Reco®ended By: Super atenden//t of Highways NUMBER JAMES A. RICHTER JfQ�7l�fLq/C�j� Aril 20, 1993 31-1 ARCHITECT RAYMOND L. JACOBS DATE - - 6-25-83 - _ s TOWN OE;' S O U T H O L D STANDARD LEACH = N G S Y S T E M CONCRETE CURBING CATCH BASIN W/ CAST IRON FRAME b GP.ATE. SEE SD 0 18" DIA. C. M. P. ' 6" SOLID REINFORCED CONCRETE TRAFFIC COVER. 1 a I 8' DIA. x 8" THICK REINFORCED N N CONCRETE TRAFFIC COVER. - � USE: 0 4 BAR @ 4" O.C. EACH WAY O 8'-0" DIAMETER o n P MIN. 1' NIN.� •� F � I Fs .• -' it , I 1 O O pmm® v 000 E91 191 0 19 19 PM 28' ROADWAY L50' R.O.W. r SAND / GP.AVEL •- P L A N NOTES: c NUMBER OF LEACHING RINGS TO BE i DETERMINED BY DRAINAGE LEACHING BASIN DETAIL CALCULATIONS. Prepared.and Approved By DRAWING Reco®ended By: Superintendent off Highways NUMBER JAMES A. RICHTER /12rNd GALA &fes g April 20. 1993 3 2 — 1 ARCHITECT 40ND L.L. JACOBS DATE - 6-25-98 - -- - ' Qo� ❑C � .} 'TOWN OF' SOUTHOL,D STANDARD P R E C A S T S T O R M D RAI N P L A N FINISH GRADE 8' Dia. x 8" THICK 3.000 PSI .REINFORCED CONCRETE TRAFFIC COVER - USE: 0 4 BAR @ 4" O.C. EACH WAY. ASPHALT BERM AS REQUIRED. CAST IRON FRAME S GRATE - CAMPBELL FOUNDRY PATTERN # 1007B OR APPROVED EQUAL. ASPHALT PAVE2MENT �O I 8' Dia. x 8" THICK 3,000 PSI 0° REINFORCED CONCRETE TRAFFIC v u O® ig OO I COVER - USE: P 4 BAR 00 M M I @ 4" O.C. EACH. WAY. 3,000 PSI PRECAST CONCRETE 0 0 0 Fr LEACHING RING. TYPICAL 0ERfiq ' D @ CLEAN SAND/GPAVEL BACKFILL. z 1MIN. 1' MIN.-, 8'-0" DIAMETER E L E V A T 1 0 N Prepared and Approved By DRAWING Recommended By: Supeyintendent of )Highways. NUMBER JAMES A. RICHTER 1j-aWff Mq/.1 "AJC April 20, 1993 3 3 _j ARCHITECT RAYMOND L. JAC_QBS DATE 6-25-98 - 0 TOWN 07 S O U T H O L D STANDAR D P 31 E C A S T C A T C H B A S I N S GRADE S E C T I O N CAST IRON FRAME 6 GRATE - CAMPBELL FOUNDRY PATTERN 9 2541 OR APPROVED EQUAL. 3,000 P.S.I. PRECAST CONCRETE BOX AS MFG. BY SUFFOLK CEMENT OR APPROVED EQUAL. Prepared and Approved By DRAWING Recommended By: Superintendent of Highways NUMBER JAMES A. RICHTER April 20, 1993 34-1 ARCHITECT RAYMOND L. JACOBS DATE 6-25-93 - —� ' r L uuaauaa MOM HOMO MOM S E C T I O N CAST IRON FRAME 6 GRATE - CAMPBELL FOUNDRY PATTERN 9 2541 OR APPROVED EQUAL. 3,000 P.S.I. PRECAST CONCRETE BOX AS MFG. BY SUFFOLK CEMENT OR APPROVED EQUAL. Prepared and Approved By DRAWING Recommended By: Superintendent of Highways NUMBER JAMES A. RICHTER April 20, 1993 34-1 ARCHITECT RAYMOND L. JACOBS DATE 6-25-93 - TOWN OF sourrH0LD STANDAR D P R E C A S T MANHOLES CORRUGATED METAL PIPE. - TYPICAL 3,000 P.S.I. PRECAST CONCRETE MANHOLE AS MFG. BY SUFFOLK CEMENT OR APPROVED EQUAL. PLA N CAST IRON FRAME 6 COVER. CAMPBELL FOUNDRY PATTERN _ :o 0 1007B OR APPROVED EQUAL 3.000 P.S.I. PRECAST �.� CONCRETE TRAFFIC BEARING COVER. H 3.000 P.S.I. PRECAST CONCRETE MANHOLE AS o MFG. BY SUFFOLK CEMENT v OR APPROVED EQUAL. v 4" 4'-0" DIAMETER 4" S E C T I O N Prepared and Approved By DRAWING Reco®ended By: Superintendent of Highways NUMBER JAMES A. RICHTER �LiacWJCC. ivL April 20, 1993 35-1 ARCHITECT RAYMOND L. JACO S DATE . - 6-25-93 - - TOWN O F S O U T H O L D STANDARD HEADWALL & A P R O N / 12" CORRUGATED I' METAL PIPE II bo \ L I 3,000 P.S.I. D I N E N S I 0 N S A 8 C I D ! P G IV 5'-6" 1'-6" 2'- 9" 13'-0" 17'-0" 31- 9- 24" 6'-6" 5'-0" 3'- 3" 14'-6^ 181-0" 4'- 3- 30" 7'-8" 5'-6" 3'-10" 16'-2" 19'-2" 4'-10" 36" 8'-8" 6'-0" 4'- 4" 17'-8" 20'-2" 5'- 4^ S ECTI0N "X—X" 3,000 P.S.I. CONCRETE W/ 6x6-8/8 W.W.F. — TYP. U - FINISH GRADE 8" 9,_4„ CONCRETE HEADWALL — TYPICAL. TOE OF SLOPE P L A N 3,000 P.S.I. CONCRETE BAR2S Z 2 — 3/4" BARS I ll 2 2 < -1 2x4 0' 118" 4 „F„ 1 Prepared and Approved By DRAWING Recommended By: Superintendent of Highways HOMER JAMES A. RICHTER �q,, 11nWWr�ia r � April 20, 1993 3 '7— 1 ARCHITECT RAYMOND L. JACOBS' . DATE 6—E5-93 " ASPHALT ASPHALT 8" V, WEAR ING 61, WEARING F —1� " SURFACE GRADE — SURFACE INISH FINISH Go co 3.000 PiS'I CONCRET @ 28 DAYS COMMERCIAL CURB RESIDENTIAL CURB ASPHALT ASPHALT 6" WEARING 6" WEARING F SURFACE SURFACE FINISH GRADE CONCRETE @ 28 DAYS MOUNTABLE CURB FEADER CURB Prepared and Approved.By DRAWING Recommended By- Sup i t ndent of Highways NUMBER JAMES A. RICHTER Ap,il 20, 199 38-1 ARCHITECT RAYMOND L. JACQBS DATE 6-25-93 ` _-- 01 TOWN O F S O U T H O L D STANDARD G R A N'I T E CURB DETAIL S _4V TYP. ASPHALT WEARING FINISH SURFACE GRADE v i cD z :r PROVIDE MAXIMUM E COMPACTION AT JUNCTURE kiullt'::R7r..: OF CURB FOOTING AND ROAD. GRANITE - 12" MIN. CONCRETE FOOTING- BELGAIN BLOCK 3,000 P.S.I. @ 2B DAYS SECTION "A -A" DEPRESS CURB AT DRIVEWAYS 3/4" 10" pA TYP. X FLOW LINE A CONCRETE FOOTING - 3,000 P.S.I. @ 28 DAYS ELEVATION NOTE: CUPS SHALL BE SET TRUE TO LINE AND GRADE ON POURED CONCRETE FOUNDATION TO PROVIDE A FIRM UNIFORM BEARING. Prepared and Approved By DRAWING Recommended By: Superintendents off Highways NUMBER JAMES A. RICHTER hi'�IYL17-f April 20, 1993 3 9 — 1 ARCHITECT RAYMOND L. JACOBS DATE 6-25-98 _ _ • IrOWN OF soulrHorlo SN-raANCI=- 10'-0" DRIVEWAY PROPERTY LINE CONCRETE SIDEWALK 0 LINE OF DEFLECTION IN CONCRETE SLAB,7 L 3,000 PSI CONCRETE SLAB. TOPSOIL & SEED. DEPRESS CURB AT ENTRANCE LA�_ P LAN 5'-0" 5'-6" CURB 4'-0" ASPHALT SIDEWALK PAVEHE%T 3,000 PSI CONCRETE SLAB W/ 6x6-10/10CON RB X >, W.W.F. SEE STANDARD DETAILS. S E C T 1 0 N "A -A" Prepared and Approved By DRAWING Recommended By: Supeyintendent of Highways NUMBER JAMES A. RICHTER �2a4 April 20, 199 40-1 I ARCHITECT RAYMOND L. JACOBS DATE V 6-25-93 — STRETCHER BAR —1 POST BRACE TRUSS ROD BOTTOM \ COIL WIRE II � " I II I w PROVIDE HOLE ly" Diad I II I 12 FINISH GRADE I II I ^ w I II I Y `e 0 w 5,000 PSL CONCRETE III "I THAN CAIN BOLT. LPOST ENCASMENT 1JI ONCLR \^ IB' PROVIDE CONTINUOUS l8" y0. 0 � CONCRETE CURB AT CATE. n\ H 1. ': V A T 1 U N Z C CAPE POS?':......... 1" ma.SCHEDULE 40 V[NY1. CLAD CHAIN CORNER POST:....'... 212" DJa. SCIIIiOULE 40 LINK FABRIC - t N LINE POST':.......... 2" Uia. SCHEDULE 40 9CACE - 2" MESH e2 D TOP PAIL:.......... 1V Dia. FENCE PIPE 9 LINE POST M -1 BRACE RAIZ.:'........ 1�" Dia. FENCE PIPE BOTTOM COIL WIRE:.. 11 7 CAGE GALVANIZED NOTES: * ALL FENCE POSTS AND RAILS SHALL BE HOT DIPPED GALVANIZED. ALL FITTINGS SHALL BE HOT DIPPED FINISH GRADE GALVANIZED, EXCEPT FOR EYE CAPS, CORNER CAPS ` d RAIL ENDS WHICH WILL BE CAST ALUMINUM. 9,000 PSI CONCRETE I�11 * AL1. CHAIN LINK WIFE SHALL BE TIED TO THE POST ENCASMENT —lily N UPP.ICIIT POSTS b TOP RAIL WITH 9. CACP ALUMINUM I Ii II TIES, SET NO FURTHER THAN 18" APART. L m- t� I * EACH GATE SHALL BE SUPPLIED WITH APPROVED LOCK 0 TYP CHAIN AND TRIPLICATE KEYS'. S ECT I U N 0 ZD 0 0 .o ~ z0 d z �z 00 mm z0 0[ m 1� x 00 mr �d H r 4 „ n 12' tiw n 0 r lb a. p INYL CLAD CHAIN LINK FABRIC - 9 CAGE W/ 2" MESII�. — STRETCHER BAR —1 POST BRACE TRUSS ROD BOTTOM \ COIL WIRE II � " I II I w PROVIDE HOLE ly" Diad I II I 12 FINISH GRADE I II I ^ w I II I Y `e 0 w 5,000 PSL CONCRETE III "I THAN CAIN BOLT. LPOST ENCASMENT 1JI ONCLR \^ IB' PROVIDE CONTINUOUS l8" y0. 0 � CONCRETE CURB AT CATE. n\ H 1. ': V A T 1 U N Z C CAPE POS?':......... 1" ma.SCHEDULE 40 V[NY1. CLAD CHAIN CORNER POST:....'... 212" DJa. SCIIIiOULE 40 LINK FABRIC - t N LINE POST':.......... 2" Uia. SCHEDULE 40 9CACE - 2" MESH e2 D TOP PAIL:.......... 1V Dia. FENCE PIPE 9 LINE POST M -1 BRACE RAIZ.:'........ 1�" Dia. FENCE PIPE BOTTOM COIL WIRE:.. 11 7 CAGE GALVANIZED NOTES: * ALL FENCE POSTS AND RAILS SHALL BE HOT DIPPED GALVANIZED. ALL FITTINGS SHALL BE HOT DIPPED FINISH GRADE GALVANIZED, EXCEPT FOR EYE CAPS, CORNER CAPS ` d RAIL ENDS WHICH WILL BE CAST ALUMINUM. 9,000 PSI CONCRETE I�11 * AL1. CHAIN LINK WIFE SHALL BE TIED TO THE POST ENCASMENT —lily N UPP.ICIIT POSTS b TOP RAIL WITH 9. CACP ALUMINUM I Ii II TIES, SET NO FURTHER THAN 18" APART. L m- t� I * EACH GATE SHALL BE SUPPLIED WITH APPROVED LOCK 0 TYP CHAIN AND TRIPLICATE KEYS'. S ECT I U N 0 ZD 0 0 .o ~ z0 d z �z 00 mm z0 0[ m 1� x 00 mr �d H r s • TOWN OF, SOUTHOLD STANDARD STREET TREE D E T A I L 5'-0" MINIMUH N z W 3i a I G w I H F 6 x > > a a 2. DOUBLE STRAND REINFORCED RUBBER U L2 WIRE TWISTED HOSE - 2 PIECES I } 8' LONG CEDAR STAKE MULCH it 2�" to 3" MINIMUM CALIPER @ 4" ABOVE GROUND m Z 6" SAUCER a 6" TOPSOIL a G A — _ I cap •izl g I 11 - -qP— LOOSEN BURLAP 6" 2'-6" 6" AROUND TRUNK IN. MIN. BALL MIN TOPSOIL (25X MANURE) PLANTING PIT NO SCALE Prepared and Approved By DRAWING Recommended By: Superintendent of Highways NUMBER JAMES A. RICHTER ii2ivl�aC April 20, 1993 4S-1 ARCHITECT RAYMOND L. JACOBS DATE 6-25-98 • SOUTHOLD SUPPLEMENTAL INDEX — A — ADMINISTRATOR Coastal erosion hazard area, 37-42 Defined, 37-6 Powers and duties, 37-42 AFFORDABLE HOUSING (AHD) DISTRICT Penalties for offenses, 100-59 Zoning, 100-50 –100-59 AGRICULTURAL LAND PRESERVATION Land Preservation Committee, 25-50 ALARM SYSTEMS False alarms, 24-5, 24-6 Fees, 24-6 Penalties for offenses, 24-8 Permits, 24-3, 24-4 APARTMENT _ Defined, 100-13 APARTMENT HOUSE Defined, 100-13 APPEALS Coastal erosion hazard area, 37-35, 37-36 APPOINTMENTS Land Preservation Committee, 25-50, 59-50 — B — BEACH Defined, 37-6 BERMS Height regulations, 100-231 BLUFF Defined, 37-6 BOATS, DOCKS AND WHARVES Bathing and swimming, 32-38.1 Ramps, 32-32.1 Regulation of personal watercraft and specialty prop -craft, 32-36.3 Scuba diving, 32-38.2 Spear fishing, 32-38.3 BODY FLUIDS Defined, A107-43.1 BONDS Coastal erosion hazard area, 37-41 BOWRIDING Defined, 32-31 BUILDING PERMITS Site plan approval, 100-252 _C_ CANS Defined, 48-1 CANVASSERS Defined, 69-1 See also PEDDLERS, SOLICITORS AND TRANSIENT RETAIL MERCHANTS CERTIFICATE.OF OCCUPANCY Site plan approval, 100-252 CHANNEL SYSTEM Defined, 32-31 COASTAL EROSION HAZARD AREA Administration and enforcement, 37-40 – 37-49 Administrator, 37-42 Amendments, 37-50,37-51 Appeals, 37-35, 37-36 Applicability, 37-20 Beach area, 37-15 Bluff area, 37-17 Bonds, 37-41 Certification, 37-51 Coastal Erosion Hazard Board of Review, 37-34 Conflicts, 37-44 Definitions, 37-6 Dune area, 37-16 Emergency activity, 37-20 – 37-29 Enactment, 37-1 Environmental review, 37-46 Erosion protection structures, 37-18 Establishment, 37-10 Fees, 37-32, 37-40 SI -1 6-25-93 SOUTHOLD SUPPLEMENTAL INDEX Findings, 37-5 General provisions, 37-1- 37-9 Interpretation, 37-43 Near shore area, 37-14 Notices, 37-21, 37-22 Penalties for offenses, 37-47 Permits, 37-11, 37-12, 37-40 Procedure, 37-50 Purpose, 37-4 Regulations, 37-10 - 37-19 Structural hazard area, 37-13 Title,, 37-2 - Trafi'ic control, 37-19 Variances, 37-30 - 37-39 COASTAL EROSION HAZARD AREA MAP Defined, 37-6 COASTAL EROSION HAZARD BOARD OF REVIEW Coastal erosion hazard area, 37-34 COASTAL WATERS Defined, 37-6 COASTLINE Defined, 37-6 COLLAPSED BUII DINGS,'see UNSAFE BUILDINGS COMMUNICABLE DISEASE Defined, A107-43.1 COMMUrIICABLE/INFECTIOUS DISEASES Definitions, A107-43.1 Line -of -duty exposures, A107-43.1 Notices, A107-43.1 Police Department rules and regulations, A107-43.1 Policy, A107-43.1 Procedures, A107-43.1 Purpose, A107-43.1 Records, A107-43.1 Supplies, A107-43.1 COMPLAINANT Defined, A107-35.1 CURBS Highway specifications, A108-42 D DEBRIS LINE Defined, 37-6 DEDICATION OF ROADS Highway specifications, A108-50 DEFINITIONS Administrator, 37-6 Apartment, 100-13 Apartment house, 100-13 Beach, 37-6 Bluff, 37-6 Body fluids, A107-43.1 Bowriding, 32-31 Cans, 48-1 Canvassers, 69-1 Channel system, 32-31 Coastal Erosion Hazard Area Map, 37-6 Coastal waters, 37-6 Coastline, 37=6 Communicable disease, A107-43.1 Complainant, A107-35.1 Debris line, 37-6 Dune, 37-6 Eels, 77-201 Erosion, 37-6 Erosion hazard area, 37-6 Erosion protection structure, 37-6 Existing structure, 37-6 Family/household, A107-35.1 Family offense, A107-35.1 Fraternal organization, 100-13 Glass, 48-1 Grading, 37-6 Habitable floor area, 100-13 Home business office, 100-13 Home professional office, 100-13 Living area, 100-13 Major addition, 37-6 Mean low water, 37-6 Moveable structure, 37-6 Natural protective feature, 37-6 Natural protective feature area, 37-6 Nearshore area, 37-6 Newspaper, 48-1 SI -2 6-26-93 0 • SOUTHOLD SUPPLEMENTAL INDEX Normal maintenance, 37-6 Order of protection, A107-35.1 Peddler, 69-1 Person, 37-6, 69-1 Personal watercraft, 32-31 Plastics, 48-1 Primary dune, 37-6 Probable cause, A107-35.1 Receding edge, 37-6 Recession rate, 37-6 Recyclable; 48-1 Recyclable wood, 48-1 Regulated activity, 37-6 Restoration, 37-6 Secondary dune, 37-6 Significant fish and wildlife habitat, 37-6 Solicitors, 69-1 Specialty prop -craft, 32-31 Structural hazard area, 37-6 Structure, 37-6 The, 37-6 Transient retail business, 69-1 Unregulated activity, 37-6 Utilities, 100-51 Vegetation, 37-6 DRAINAGE Highway specifications, A108-27, A108-29 - A108-33, A108-36 Site plan approval, 100-252 DRIVEWAYS Highway specifications, A108-40 DUNE Defined, 37-6 DUST Peddlers, solicitors and transient retail merchants, 69-10 _E_ EELS Defined, 77-201 EMERGENCIES Coastal erosion hazard area, 37-20 - 37-29 EROSION Defined, 37-6 EROSION HAZARD AREA Defined, 37-6 EROSION PROTECTION STRUCTURE Defined, 37-6 EXCAVATIONS Highway specifications, A108-18 EXISTING STRUCTURE Defined, 37-6 —F— FALSE ALARMS Alarm systems, 24-5, 24-6 FAMILY/HOUSEHOLD Defined, A107-35.1 FAMILY OFFENSE Defined, A107-35.1 FEES Alarm systems, 24-6 Coastal erosion hazard area, 37-32, 37-40 Peddlers, solicitors and transient retail merchants, 69-4, 69-9 Site plan approval, 100-256 FENCES Highway specifications, A108-42 FRATERNAL ORGANIZATION Defined, 100-13 — G — GLASS Defined, 48-1 GRADING Defined, 37-6 GUARANTIES Site plan approval, 100-254 SI -3 6-25-93 1 SOUTHOLD SUPPLEMENTAL INDEX —II— HABITABLE H— HABITABLE FLOOR AREA Defined, 100-13 HEARINGS Peddlers, solicitors and transient retail merchants, 69-11 Site plan approval, 100-254 HEIGHT REGULATIONS Berms, 100-231 HIGHWAY SPECIFICATIONS Alterations or modifications to specifications, A108-48 As -constructed survey, A108-46 Ashpalt wearing course, A108-23 Asphalt binder course, A108-22 Asphalt pavement cores, A108-26 Base course for asphalt pavement, A108-21 Base course for Stone Blend Road, A108-19 Bituminous surface treatment double application, A108-24 Catch basins, A108-34 Clearing and grubbing, A108-16 Concrete curbs, A108-38 Concrete cylinders, A108-41 Concrete footings, slabs and headwalls, A108-37 Concrete sidewalks and driveway entrances, A108-40 Construction specifications, A108-15.1, A108-15 Dead-end streets, A108-11 Drainage design criteria, A108-27 Drainage pipe criteria, A108-36 Excavation and embankment, A108-18 Fences and curbs at recharge basins, A108-42 Final dedication of roads, A108-50 Granite curbs, A108-39 Inspections, A108-49 Landscaping of recharge basins, A108-43 Leaching basins, A108-28 Manholes, A108-35 Modifications to existing private roads, A108-25 Recharge basins Type A and drainage areas, A108-29 Recharge basins Type B and drainage areas, A108-30 Recharge basins Type C and drainage, A108-31 Screening, A108-43 Seeding, A108-44 Stone blend wearing course, A108-20 Storm drains, A108-33 Stormwater drainage systems, A108-32 Streetlighting, A108-47 Street signs, A108-12 Street trees, A108-45 Stripping and stockpiling soil, A108-17 Topsoil, A108-43 Trees, A108-43 HOME BUSINESS OFFICE Defined, 100-13 HOME PROFESSIONAL OFFICE Defined, 100-13 Noise, 100-31 Setbacks, 100-31 Signs, 100-31 Storage, 100-31 Zoning, 100-31 —I— INSPECTIONS Highway specifications, A108-49 INVESTIGATIONS Peddlers, solicitors and transient retail merchants, 69-7 SI -4 6-25-93 ' • • 0 SOUTHOLD SUPPLEMENTAL INDEX — L — LAND PRESERVATION COMAIITTEE Agricultural land preservation, 25-50 Appointments, 25-50, 59-50 Membership, 25-50,59-50 Open space preservation, 59-50 Powers and duties, 25-50, 59-50 Terms of office, 25-50, 59-50 LANDSCAPING Highway specifications, A108-43 Site plan approval, 100-252 LICENSES Peddlers, solicitors and transient retail merchants, 69-1– 69-13 LIGHTING Site plan approval, 100-252 LIVING AREA Defined, 100-13 _M_ MAJOR M— MAJOR ADDITION Defined, 37-6 MEAN LOW WATER Defined, 37-6 MEMBERSHIP Land Preservation Committee, 25-50, 59-50 MERCHANTS, see PEDDLERS, SOLICITORS AND TRANSIENT RETAIL MERCHANTS MOVEABLE STRUCTURE Defined, 37-6 — N — NATURAL PROTECTIVE FEATURE Defined, 37-6 NATURAL PROTECTIVE FEATURE AREA Defined, 37-6 NEARSHORE AREA Defined, 37-6 NEWSPAPER Defined, 48-1 NOISE Home professional office, 100-31 Peddlers, solicitors and transient retail merchants, 69-10 NORMAL MAINTENANCE Defined, 37-6 NOTICES Coastal erosion hazard area, 37-21, 37-22 Communicable/infectious diseases, A107-43.1 Pro -arrest policy, A107-35.1 Site plan approval, 100-254 1!r123 OBSTRUCTIONS Peddlers, solicitors and transient retail merchants, 69-10 OFF-STREET PARKING AND LOADING Site plan approval, 100-252 OPEN SPACE PRESERVATION Land Preservation Committee, 59-50 ORDER OF PROTECTION Defined, A107-35.1 _P_ PEDDLER P— PEDDLER Defined, 69-1 PEDDLERS, SOLICITORS AND TRANSIENT RETAIL MERCHANTS Canvassing for religious purposes, 69-14 Definitions, 69-2 SI -5 6-26-93 SOUTHOLD SUPPLEMENTAL INDEX Dust, 69-10 Exemptions, 69-4 Fees, 69-4, 69-9 Hearings, 69-11 Investigations, 69-7 Legislative intent, 69-1 Licenses, 69-1– 69-13 Noise, 69-10 Obstructions, 69-10 Penalties for offenses, 69-13 Permitted activities, 69-5 Records, 69-8 Registration, 69-3, 69-6 Restrictions, 69-10 Sales, 69-1– 69-13 Signs, 69-12 Vehicles, 69-10 PENALTIES FOR OFFENSES Affordable Housing (AHD) District, 100-59 Alarm systems, 24-8 Coastal erosion hazard area, 37-47 Peddlers, solicitors and transient retail merchants, 69-13 PERMITS Alarm systems, 24-3, 24-4 Coastal erosion hazard area, 37-11, 37-12, 37-40 PERSON Defined, 37-6, 69-1 PERSONAL WATERCRAFT Defined, 32-31 PLASTICS Defined, 48-1 POLICE DEPARTMENT RULES AND REGULATIONS Communicable/infectious diseases, A107-43.1 Pro -arrest policy, A107-35.1 POWERS AND DUTIES Administrator, 37-42 Land Preservation Committee, 25-50, 59-50 PRIMARY DUNE Defined, 37-6 PRO -ARREST POLICY Accusatory instrument, A107-35.1 Definitions, A107-35.1 General provisions, A107-35.1 Notices, A107-35.1 Orders or protection, A107-35.1 Police Department rules and regulations, A107-35.1 Procedure, A107-35.1 Protection of identity of victim, A107-35.1 Purpose, A107-35.1 PROBABLE CAUSE Defined; A107-35.1 — R — RAMPS Boats, docks and wharves, 32-32.1 RECEDING EDGE Defined, 37=6 RECESSION RATE Defined, 37-6 RECORDS Communicable/infectious diseases, A107-43.1 Peddlers, solicitors and transient retail merchants, 69-8 RECYCLABLE Defined, 48-1 RECYCLABLE WOOD Defined, 48-1 REGISTRATION Peddlers, solicitors and transient retail merchants, 69-3, 69-6 REGULATED ACTIVITY Defined, 37-6 Defined, 37-6 _S_ SALES Peddlers, solicitors and transient retail merchants, 69-1– 69-13 SCREENING Highway specifications, A108-43 SI -6 6-25-93 0 • a 0 SOUTHOLD SUPPLEMENTAL INDEX Site plan approval, 100-252 SECONDARY DUNE Defined, 37-6 SETBACKS Home professional office, 100-31 SHELLFISH Eels, 77-208.1 Vegetation removal prohibited, 77-211.2 SIDEWALKS Highway specifications, A108-40 SIGNIFICANT FISH AND WILDLIFE HABITAT Defined, 37-6 SIGNS Highway specifications, A108-12 Home professional office, 100-31 Peddlers, solicitors and transient retail merchants, 69-12 SITE PLAN APPROVAL Applicability, 100-250 Application requirements, 100-256 Approval of plan required, 100-253 Building permits, 100-252 Certificate of occupancy, 100-252 Drainage, 100-252 Duration of plan, 100-255 Fees, 100-256 Findings of fact, 100-251 Guaranties, 100-254 Hearings, 100-254 Landscaping, 100-252 Lighting, 100-252 Notices, 100-254 Objectives, 100-252 Off-street parking and loading, 100-252 Purpose, 100-251 Review procedure, 100-254 Screening, 100-252 Utilities, 100-252 Variances, 100-254 Zoning, 100-250 –100-256 SOLICITORS Defined, 69-1 See also PEDDLERS, SOLICITORS AND TRANSIENT RETAIL MERCHANTS SPECIALTY PROP -CRAFT Defined, 32-31 STORAGE Home professional office, 100-31 Highway specifications, A108-47 STRUCTURAL HAZARD AREA Defined, 37-6' STRUCTURE Defined, 37-6 —T— TERMS OF OFFICE Land Preservation Committee, 25-50, 59-50 TOE Defined, 37-6 TOPSOIL Highway specifications, A108-43 TRANSIENT MERCHANTS, see PEDDLERS, SOLICITORS AND TRANSIENT RETAIL MERCHANTS TRANSIENT RETAIL BUSINESS Defined, 69-1 TREES Highway specifications, A108-43, A108-45 — U — UNREGULATED ACTIVITY Defined, 37-6 UNSAFE BUILDINGS Unsafe premises prohibited, 90-3 UTILITIES Defined, 100-51 Site plan approval, 100-252 SI -7 6-26-93 SOUTHOLD SUPPLEMENTAL INDEX -V- VARIANCES Coastal erosion hazard area, 37-30 — 37-39 Site plan approval, 100-254 VEGETATION Defined, 37-6 VEHICLES Peddlers, solicitors and transient retail merchants, 69-10 -Z- ZONING Affordable Housing (AHD) District, 100-50-100-59 Home professional office, 100-31 Site plan approval, 100-250 — 100-256 SI -8 6-25-93 0