A. 
All survey work shall be done under the direction of a registered professional engineer or land surveyor.
B. 
After clearing and grubbing there shall be a certified center line witnessed along the right-of-way at fifty-foot intervals, and the proposed finished grades shall be marked thereon. Before any lots are built upon, the corners of the lots shall be witnessed. The aforementioned witness stakes shall be preserved throughout all the construction procedures.
A. 
The entire length of the right-of-way shall be cleared of all stumps, brush, roots, boulders, like material and trees not intended for preservation. All such materials shall be disposed of outside of right-of-way.
B. 
All materials not suitable for foundation shall be removed from an area two (2) feet wider than the paved width and to a depth of at least fifteen (15) inches below finish grade. Peat, silt, loam or similar yielding materials shall be removed to a firm foundation.
C. 
Traveled ways shall be provided with a foundation consisting of at least twelve (12) inches compacted thickness of good processed binding gravel satisfactory to the Planning Board and its Agent/Consultant and the Director of Public Works meeting the requirements specified in Division III Section M1 (Soils and Borrow Materials) of the Mass. Highway "Standard Specifications for Highways and Bridges." The maximum size of the stone in gravel shall be no greater than three (3) inches in diameter and shall meet the one-hundred-percent passing gradation for the three-inch sieve designation. The gravel shall consist of inert material that is hard, durable stone as specified previously, and coarse sand, clean, free of organic matter, free from loam and clay, surface coatings, and detrimental materials as determined by the Planning Board and consisting of no stones over three (3) inches in diameter. The gravel shall be spread in two (2) layers, each thoroughly watered, and rolled true to line and grade to conform to the typical street cross sections[1] and the street profiles. Any depressions that occur, either during or after rolling, must be filled with additional gravel and rolled until the surface is true and even.
[Amended 10-18-2000 ATM, Art. 14]
[1]
Editor's Note: A drawing depicting a typical street cross section is on file in the Planning Office and may be examined there during regular business hours.
D. 
The compacted gravel base shall be treated for the full pavement width as specified by the Director of Public Works.
[Amended 10-18-2000 ATM, Art. 14]
E. 
The paved surface of roadways and driveways within the right-of-way shall be a two-course Type 1-1 bituminous concrete pavement, applied with a two-inch (after compaction) binder course, one-inch (after compaction) leveling course, if required, as determined by the Planning Board, and a one-inch (after compaction) finish course, in accordance with Massachusetts Department of Public Works Standard Specification B-18, after the treated roadway has been subjected to traffic for a time specified by the Director of Public Works. The binder course shall be in place a minimum of one (1) year, including one (1) full winter season. The leveling course shall be in place a maximum of one (1) week before final coat. Final coat will be allowed according Mass. Highway "Standard Specifications for Highway and Bridges" commonly referred to as the "BLUEBOOK," except as noted in these subdivision regulations. The placement of pavement upon roadways shall terminate November 15 and shall not be resumed until April 1 following, unless the following criteria are met:
[Amended 10-18-2000 ATM, Art. 14]
(1) 
Except as determined and directed by the Planning Board's Inspection Engineer assigned to the development, with the approval of the Planning Director. Determination and direction shall be dependent upon the necessity and emergency of attendant circumstances, weather conditions, and location of project;
(2) 
The dispatching of trucks from the mixing plant shall be so arranged that all material which is to be delivered for surfacing any day may be placed and shall receive final compaction before nightfall of the same day, unless artificial light, satisfactory to the Inspection Engineer is provided;
(3) 
When the air temperature falls below 50° F., extra precautions shall be taken in drying aggregates, controlling the temperature of the materials, placing and compacting mixtures;
(4) 
The temperature of any mixture, with a tolerance of +/- 15° F., when delivered at the project site, will be governed by the temperature of the base upon which the mixture is placed, controlled by the Mat Thickness Temperature Table listed in Section 460.61 of the Massachusetts Highway's "Standard Specifications for Highway and Bridges";
(5) 
The mixture shall be placed upon approved surfaces that are clean from foreign matter and dry, and when weather conditions are suitable. The Inspection Engineer may, however, at the entire responsibility of the developer, permit work to continue when overtaken by sudden rain, limited to the material which may be in transit from the mixing plant at the time, and then only when the temperature of the mixture is within the temperature limits in Subsection E(4) above, and existing surface is not excessively wet. The developer will be cognizant that this pavement work may not be credited under the security arrangements.
F. 
Bricking up around roadway structures. All roadway structures (i.e., catch basins and manholes) and berms shall be bricked up so as to provide for the safe operation of snowplowing thereon. Manhole covers shall be set to final coat height and the binder coat of pavement shall be feathered up to the manholes. Catch basin grates shall be set at binder coat level with flaring of the pavement to meet grate height at final coat.
G. 
Driveways. Curbing/berms shall meet the driveway by the use of radiused granite for vertical curbs with the berming method continuous throughout the roadway network, without driveway cuts.
H. 
The pavement width, exclusive of curbing, shall be as follows:
(1) 
Lane: twenty-six (26) feet.
(2) 
Minor street: twenty-eight (28) feet.
(3) 
Collector street: thirty (30) feet.
I. 
Pavement shall be centered within the right-of-way.
A. 
Granite curbing.
(1) 
Type VA 4 (Massachusetts Department of Highways specification) granite curbing shall be installed as follows: on both sides of collector streets for the full radius, plus at least three (3) feet on each end at all street intersections, and wherever grade is at six percent (6%) and greater. Said granite curbing shall be continued from the end of the minimum grade slope granite to the location of the next set of catch basins on the downhill side of such grade. Modified Cape Cod berm shall be installed along all remaining roadway lengths, with no driveway cuts. Modified Cape Cod berm accommodations shall be according to the plan specification, not the Typical Cross-Section sheet in the Subdivision Rules and Regulations.
(2) 
Curbing set on a radius of one hundred sixty (160) feet or less shall be cut to the curve required. Curbing placed at all street intersections shall be constructed to provide wheelchair access to sidewalks from the roadway.
B. 
Catch basin inlets. Granite curb inlets will be provided at all catch basins, except where there is continuous Cape Cod berm. Cape Cod berm shall pass immediately behind all catch basin grates with no space for drainage to bypass.
C. 
Berms. Type 1-1, Class I bituminous concrete modified Cape Cod-style berms shall be installed along the edge of each roadway in all streets except as noted in Subsections A and B, above. Said berms, which are continuous throughout the roadway network, shall be provided at binder course.
A. 
There shall be sidewalks five (5) feet in width on both sides of all collectors and one (1) side of all minor streets, as close as feasible to the edge of the right-of-way. Sidewalks may be required on a lane.
B. 
Preparation of the base shall be accomplished by removing material to a depth of twelve (12) inches below finished designed grade. Any soft spots of undesirable material shall be removed and replaced with gravel. The excavated area shall be filled with ten (10) inches of gravel. The sidewalks shall slope toward the curb with a slope of one-fourth (1/4) inch per foot.
C. 
Surfacing is to be done in the following manner. Forms are to be set to grade, then a binder course of Class I bituminous concrete rolled to a two-inch thickness shall be laid and topped with a finished course of bituminous concrete rolled to one-inch thickness. At driveways, the thickness shall be a two-inch binder coat, then a one-inch final coat.
D. 
If only one (1) sidewalk is required on a street, the sidewalk shall be placed on the downside slope of the street.
E. 
At intersections, sidewalks shall be suitably sloped for handicapped access from the street level.
F. 
Grass strips shall be provided on each side of the roadway, between the roadway and the sidewalk on the side of the street. Where there is no sidewalk on the side of the street, the grass strip shall extend between the paved roadway and the edge of the right-of-way.
G. 
The final elevation of the driveway shall be at the same level as the final pavement elevation of the sidewalk.
All underground utilities shall be tested, approved and operational prior to installation of base course and pavement within the right-of-way.
A. 
Water system.
(1) 
Water pipes shall be placed in a trench with a cover of at least five (5) feet. The piping shall be of cement-lined ductile iron.
(2) 
Gates shall be placed along mains in accordance with the requirements of the Department of Public Works - Water and Sewer Division, but, in any case, spaced not more than one thousand (1,000) feet apart. The size of the mains shall conform to the recommendation of the Department of Public Works - Water and Sewer, as approved by this Department, but, in any event, not less than eight (8) inches.
[Amended 10-18-2000 ATM, Art. 14]
(3) 
Hydrants shall be located within the right-of-way but not on the street or on the sidewalk. Hydrants shall be located closest to the edge of the paved street and between the paved street and the sidewalk, if there is a sidewalk.
(4) 
Hydrants shall be placed at intervals not exceeding five hundred (500) feet, starting at the street intersection. There shall be gates at leads to hydrants. The gates, valves and hydrants shall conform to requirements of the Department of Public Works - Water and Sewer.
[Amended 10-18-2000 ATM, Art. 14]
(5) 
Hydrants shall be installed, approved and operational prior to the installation of base course or prior to release of lots, whichever occurs first. Said hydrants shall be charged and ready for use.
(6) 
The Fire Department shall approve the location and installation of all proposed hydrants and the testing of all hydrants to ensure the necessary fire flow.
(7) 
Before making connection to the municipal water system, the developer shall comply with all appropriate regulations of the Department of Public Works Water and Sewer.
[Amended 10-18-2000 ATM, Art. 14]
B. 
Storm drainage system. Storm drains, culverts and related installations, including catch basins, gutters and manholes, shall be installed within the subdivision, as necessary, to permit unimpeded flow of all natural watercourses, to ensure adequate drainage of all low points and along streets, to control erosion and to intercept stormwater runoff along streets at intervals reasonably related to the extent and grade of the area drained.
(1) 
Catch basins will be required on both sides of the roadway on continuous grades at intervals of not more than three hundred (300) feet and at all sags or low points along roads.
(2) 
Proper connections shall be made with any existing drains in adjacent streets or easements where they may exist and prove adequate to accommodate the drainage flow from the subdivision, and, in the absence of such facilities or the inadequacy of the same, it shall be the responsibility of the developer to extend drains from the subdivision as required to properly dispose of all drainage from said subdivision in a manner determined proper by the Board.
(3) 
Where adjacent property is not subdivided, provision shall be made for extension of utility systems by continuing appropriate drains and water mains to the exterior boundaries of the subdivision, at such size and grade as will allow for their proper projection and with such accessories and appurtenances deemed appropriate by the Board.
(4) 
Storm drains and culverts shall have at least a twelve-inch inside diameter reinforced concrete pipe and shall be greater size when required by the Board or by design conditions. Minimum cover for drains shall be twenty-four (24) inches. Piping with less than thirty-six (36) inches of cover shall be laid with reinforced concrete Class V pipe.
(5) 
Catch basins and manholes shall be spaced as required by the Board and shall be at least four (4) feet inside diameter, unless the depth of the manhole is twelve (12) feet or more, then five (5) feet inside diameter. They shall be constructed with standard cement concrete six-inch manhole blocks or precast concrete units. Catch basins shall provide a sump extending not less than thirty (30) inches below pipe invert. No catch basins shall be used as manholes. Drops of three (3) feet from the invert to the bottom of the basin or manhole structures shall be protected from erosion, deterioration or collapse. Drains and catch basin excavations shall not be backfilled until approved by the Planning Board.
(6) 
Type A-1 grates shall be set on top of each catch basin. Manhole covers and grates shall be in conformance with Massachusetts Department of Public Works specifications.
C. 
Sewer systems.
(1) 
When the subdivision abuts the existing sewerage system of the Town, connection shall be made. When the subdivision abuts a proposed sewage extension as designated in the sewage facilities plan, the subdivision shall be sewered so that such connection can be made when sewer lines are installed. Where gravity connection is not feasible, a lift station shall be located and installed in accordance with the requirements of the Department of Public Works - Water and Sewer. Common sanitary sewers within the subdivision shall be installed under the supervision of and in accordance with the requirements of the Department of Public Works - Water and Sewer.
[Amended 10-18-2000 ATM, Art. 14]
(2) 
Individual or private sewerage systems will be permitted only under conditions other than the above, and design and installation of such individual or private sewerage systems shall be under the supervision of the Board of Health in strict compliance with Title V of the State Sanitary Code and all local health bylaws and regulations.
(3) 
Small wastewater treatment plants. Small wastewater treatment plants systems will be allowed only under conditions other than the above, and design and installation of such systems shall be under the supervision of the Board of Health regulations and Massachusetts Department of Environmental Protection.
D. 
Other utilities. All other utilities shall be located and installed in accordance with the requirements of the Board or the Massachusetts Department of Public Utilities.
(1) 
Street-level-type lamppost lighting [approximately six (6) feet high from ground level] shall be installed in the front yard of each individual building lot in near proximity to the right-of-way boundary. Such lighting structure shall be architecturally compatible with the neighborhood. The power for said individual lamppost light shall be tied to that of the individual building.
E. 
Buffering for municipal utility structures. The location of small wastewater treatment plants, detention/retention basins and other municipal structures, if set up within fifty (50) feet of the perimeter, shall be screened and fenced with appropriate landscaping materials, including seven-foot-high evergreens.
A. 
Progress as-builts. The developer shall assure that preliminary as-builts are revised and provided as field construction progresses, to be made available upon demand, to the Planning Board, from time-to-time during the construction cycle. The developer shall be required to submit one (1) copy of progress as-builts upon the completion of utilities (i.e., water, sewer, drainage) and detention facilities prior to the release of any lots. Said plans will be reviewed by the Planning Board and/or its Engineering/ Inspection Consultant for approval.
B. 
Final as-builts.
(1) 
Within sixty (60) days from the completion of the roadways, as defined by the Planning Board, the developer shall have the original plans and profiles of the definitive plan, as approved by the Board, corrected and certified by his/her engineer or surveyor to show the actual final as-built locations and grades of all utilities, roadway profiles and any changes on the Mylar authorized by the Board or Planning Board engineering consultant.
(2) 
These changes shall be drawn on the Mylar(s) and the plan(s) shall be marked "As-Built Drawing" in the lower right-hand corner.
(3) 
Ties to all gate valves, butterfly valves, tees, service connections, shutoffs, sewer wyes, bounds, corporation corks, etc., shall be shown on the Mylars. There shall be one (1) sheet combined for the profile and plan.
(4) 
As-built revision to the street plan showing all monuments, street widths, distances, bearings and complete curve data for all street side lines and easements shall be utilized for the street acceptance plan, and the plan so marked. The surveyor shall place a certification on the plan stating "The street(s) or portions thereof shown have been set as shown." The plan shall be signed by the surveyor and his/her stamp shall be affixed thereto.
(5) 
The Board shall not release final performance guaranties until the developer has submitted said as-built plans, predicated upon subsequent Board approval of same.
A. 
Monuments shall be installed at all street intersections, at all points of change in direction or curvature of streets, easements and at front lot corners. Such monuments shall be of either granite or concrete, at least forty-eight (48) inches long and six (6) inches square, with dressed top, a one-half-inch drill hole in the center and set to finished grade.
B. 
At all lot corners where a monument is not required by the above, iron rods, pipe or other markers suitable to the Planning Board shall be installed at corners of each lot within the subdivision.
C. 
No monuments shall be installed until all construction which could destroy or disturb the monument(s) is completed.
[Amended 10-18-2000 ATM, Art. 14]
Upon the recording of the subdivision plans in the Registry of Deeds, temporary street name signs shall be installed at all intersections of existing streets. Street name signs of a design and material acceptable to the Director of Public Works shall be installed for each street at each intersection at base course or prior to release of lots on said subdivision street, whichever shall occur first. Posts shall be set in concrete to at least twenty-four (24) inches below grade.
A. 
The grade of side slope from the edge of the right of way shall not be steeper than a slope of three (3) feet horizontal to one (1) foot vertical, except that in ledge, as determined by the Planning Board and its Engineering/Inspection Consultant, the grade may be one (1) foot to one (1) foot.
B. 
Slope easements or retaining walls shall be employed where slopes cannot be contained within street side lines. Grass strips between the sidewalk and driveway entrances shall be so graded as to prevent surface water on the street from draining onto private land except designated ponding areas. Trees to be retained within required front yard areas shall not have the grade over their root areas more than six (6) inches except with the explicit approval of the Tree Warden.
A. 
Existing trees which are suitable for street trees, as approved by the Tree Warden, shall be preserved. Street trees, as approved by the Tree Warden, and having a trunk diameter at least two (2) inches shall be planted just outside the right-of-way grass strips, as defined in § 344-22F, and shall be surfaced with not less than four (4) inches of quality loam, seeded and rolled.
B. 
The distance apart shall not exceed eighty (80) feet, where trees are to be planted on each side of the roadway. There shall be a minimum of two (2) trees per lot, except as required for a cluster development. The distance apart shall not exceed fifty (50) feet if the planting of trees on only one (1) side of the roadway is required. No trees or shrubs shall be planted at any street corner or intersection where they could become a traffic hazard by obstructing vision or otherwise preventing highway safety. The developer shall guarantee all trees so planted for their erectness and good health for two (2) years after planting.
All precautions should be taken by the developer and his/her subcontractors to observe common sense safety requirements. The Planning Board designates its inspector to report all unsafe activities during construction of the subdivision to the Board. No holes or trenches shall be greater than five (5) feet in depth and shall not be open for greater than a twenty-four-hour period. Soil pipes, if used, shall be no higher than three (3) feet, and no materials shall be stored in an unsafe manner unless the area is adequately protected.
In accordance with an approved subdivision construction schedule, before the sale of a lot, the subdivider shall clean up any debris thereon and shall dispose of or incorporate into the subdivision landscaping any boulders encountered during construction of said subdivision. All areas within the street lines destroyed or altered in construction operations shall be restored to vegetation or other finish satisfactory to the Board. No stumps, tree limbs, or by-products of stumps shall be buried on site.
Perimeter drains composed of six (6) to twelve (12) inches of crushed stone surrounding a four-inch pipe may be installed around all house foundations and will either be tied into the street drainage or provide flow away from the foundation, provided it does not impact on abutting properties.