A. 
Notice of construction.
(1) 
Any person intending to commence land clearing, excavations, or construction in any uncompleted subdivision or in any way within a subdivision shall give 10 days' advance notice to the Board's compliance official, if any, otherwise to the Building Commissioner/zoning enforcement agent before commencing such activity.
(2) 
If construction activity is suspended for a period longer than six months, the developer will give the Board a notice of its intention to resume construction activities.
B. 
No nuisance. The Board will require adequate measures including, without limitation, barriers and restricted hours of operation to insure that the work does not become a nuisance to abutters.
C. 
Use of existing ways.
(1) 
Construction equipment, including trucks which, because of their size or weight, may damage public or other ways, will not be allowed to use existing ways. Track-type equipment or other equipment which may damage pavements will not be allowed on paved ways. The developer will be responsible to the Town or the private way owner for any damage to such ways or pavements caused by such use.
(2) 
Measures that prevent construction vehicles from tracking dirt, mud, or dust from construction sites onto the public ways will be required at all access points.
(3) 
The Board may require a bond or security deposit to reimburse the Town for any damage that may occur from vehicles using Town ways.
D. 
Hours of operation.
(1) 
All construction work shall be performed within the hours from 7:00 a.m. to 5:00 p.m. on Monday through Friday unless otherwise permitted by the Board. This time restriction also includes heavy trucks traveling to and from the site other than on state numbered routes outside the PD Zones. The Board reserves the right to further restrict operating hours should neighborhood considerations warrant such action.
(2) 
All subcontractors must be notified of this requirement and must comply therewith.
E. 
Contact information.
(1) 
The developer shall provide full contact information about the contractor actually doing the work to the Police Department/emergency dispatch center prior to the start of work. This shall include the name of the contractor, address, phone numbers and phone numbers of key personnel that may be reached at any time if needed in an emergency. Information shall be updated when necessary. This provision is waived for sites where there are ordinarily actual persons on the site 24 hours a day, seven days a week.
(2) 
The developer shall also erect a sign on the site which is easily visible from the street showing the name, address and telephone number of the developer, the general contractor, and major subcontractors.
A. 
Required measures. The applicant shall employ the following measures in development of the site:
(1) 
Protection of natural resources. Due regard shall be shown for all natural features such as large trees, watercourses, scenic points, historic spots and similar community assets which, if preserved, will add attractiveness and value to the subdivision. Before approval, the Board may require the staking out of all natural features not to be disturbed in the process of construction.
(2) 
Must minimize site alteration, clearing and grading. BMPs and other efforts to minimize the clearing and grading on a site associated with construction activities shall be employed, such as parking of construction vehicles, offices/trailers, stockpiling of equipment/materials, etc. in areas already planned for permanent structures. Earth materials shall not be stockpiled in areas of protected trees, wetlands, and/or their vegetated buffers.
(3) 
Unless an approved plan allows a greater area, clearing of vegetation and alteration of topography shall be limited to 10% of the site, with native vegetation planted in disturbed areas as needed to maximize absorption of rainwater and reduce runoff, and enhance or restore wildlife habitat.
(4) 
Clearing for utility trenching shall be limited to the minimum area necessary to maneuver trenching or other construction equipment. Roots should be cut cleanly rather than pulled or ripped out during utility trenching. Tunneling or routing along driveways for utilities installation should be utilized wherever feasible to protect root systems of trees.
(5) 
Open space and specimen trees on the site shall be preserved insofar as possible.
(6) 
Understory vegetation beneath the dripline of preserved trees shall also be retained in an undisturbed state. During clearing and/or construction activities, all vegetation to be retained shall be surrounded by temporary protective fencing or other measures before any clearing or grading occurs, and such measures shall be maintained until all construction work is completed and the site is cleaned up. Barriers shall be large enough to encompass the essential root zone of all vegetation to be protected. All vegetation within the protective fencing shall be retained in an undisturbed state.
B. 
Site management techniques. Proper site management techniques shall be employed during construction:
(1) 
The extent of a site exposed at any one time shall be limited through phasing of construction operations. Effective sequencing shall occur within the boundaries of natural drainage areas.
(2) 
No standing trees are to be bulldozed over, or slashed and bulldozed into piles. All trees must be cut down. All wood and brush must be piled for removal or chipping. Wood chips may remain on the site. No trees are to be buried on the site.
C. 
Site protection during construction. The developer must protect the site during construction through adequate erosion and sedimentation controls:
(1) 
Temporary or permanent diversions, berms, grassed waterways, special culverts, shoulder dikes or such other mechanical measures as are necessary may be required by the Board to intercept and divert surface water runoff. Runoff flow shall not be routed through areas of protected vegetation or revegetated slopes and other areas. Temporary runoff from erosion and sedimentation controls shall be directed to BMPs such as vegetated swales. Retaining walls may be required where side slopes are steeper than a ratio of 1:2.
(2) 
Erosion and sedimentation controls shall be constructed in accordance with the Massachusetts Stormwater Handbook.
(3) 
Erosion control measures shall include the use of erosion control matting, mulches and/or temporary or permanent cover crops. Mulch areas damaged from heavy rainfalls, severe storms and construction activity shall be repaired immediately.
(4) 
Erosion control matting or mulch shall be anchored where plantings are on areas subject to mulch removal by wind or water flows or where side slopes are steeper than 1:2 or exceed 10 feet in height. During the months of October through April when seeding and sodding may be impractical, anchored mulch may be applied at the Board's discretion.
(5) 
The mouths of all catch basins shall be fitted with filter fabric during the entire construction process to minimize siltation or such basins shall be designed as temporary siltation basins with provisions made for final cleaning.
(6) 
The developer is required to conduct weekly inspections of all erosion and sedimentation control measures on the site to ensure that they are properly functioning as well as to conduct inspections after severe storm events.
D. 
Revegetation. The developer shall revegetate the site promptly after grading:
(1) 
Stabilization of cleared sites shall occur within seven calendar days of final grading.
(2) 
Proper revegetation techniques shall be employed using native plant species, proper seed bed preparation, fertilizer and mulching to protect germinating plants. Grassed areas shall be sodded or loamed with not less than four inches' compacted depth of loam as specified in § 430-39, and seeded with turf grass seed of a mixture approved by the Board. Plantings shall be made during the season appropriate to the selected plant species.
(3) 
Finished grade shall be no higher than the trunk flare(s) of trees to be retained. If a grade change of six inches or more at the base of the tree is proposed, a retaining wall or tree well may be required.
E. 
Protection of abutters. An increase in the volume of surface drainage from the properties under construction onto abutting properties is not permitted.
F. 
Monitoring and inspections.
(1) 
Prior to commencement of construction, the applicant, landowner, contractor and construction crew, zoning enforcement officer, and site engineer shall conduct a meeting to review the proposed construction phasing and number and timing of site inspections.
(2) 
Initial site inspection of erosion and sedimentation controls and placement of tree protection measures shall occur after installation of barriers around preserved areas and construction of all structural erosion and sedimentation controls, but before any clearing or grading has begun.
G. 
Site security in developed areas. If any active part of a development site is within 300 feet of an occupied home, school, playground, street commonly used by school children who walk to school, retail establishment, place of assembly or other location frequented by members of the public and particularly by children, the developer shall protect such active work areas with a suitable security fence and such other measures as the Board may require for the protection of the public. If an open excavation deeper than two feet or an uncapped foundation is allowed to remain for more than 30 days, it shall be surrounded by a chain-link fence until the hazard has been removed. It will be a particular duty of the compliance monitor to enforce this provision.
H. 
Required performance security. In addition to the security statutorily required for the construction of roads, The Planning Board may require a performance guarantee in a form acceptable to the Board to cover the costs associated with compliance with the regulations concerning site construction.
(1) 
The required performance guarantee in the amount of 150% of the cost of site restoration shall be posted prior to the issuance of a permit to start construction of the subdivision.
(2) 
The performance guarantee shall be held for the duration of any prescribed maintenance period required by the Planning Board to ensure establishment and rooting of all new plantings, and may be reduced from time to time to reflect completed work. Plantings which die within the prescribed maintenance period shall be replaced. Securities shall not be fully released without a final inspection and approval of vegetation replacement by the Town.
A. 
All areas of roadways and walkways, including areas not to be paved, shall be cleared of all stumps, brush, roots, boulders, or like material and all trees not intended for preservation.
B. 
All loam and other yielding material shall be removed from the roadway area of each street or way and replaced with suitable material.
C. 
All roadways shall be brought to finished grade as shown on the profiles of the definitive plan. The roadway shall be surfaced with at least the top 12 inches consisting of two six-inch layers of well-compacted binding gravel to the specified width and location.
D. 
Unless paving is not required, the completed gravel surface of the travel lanes of all streets shall be treated for the full width of the roadway with a minimum of 1 1/2 inches of bituminous concrete wearing course pavement, over a minimum 2-1/2-inch binder course of bituminous concrete.
E. 
The workmanship of all street and municipal service installations shall be tested by exposure, after installation, during the consecutive interval December 1 to the following April 30. The compliance official shall inspect the installation after said exposure to determine if the installation is adequate and completed.
F. 
Temporary access roads and storage areas for use during construction may be constructed if necessary. Such road(s) shall be adequately safe for the purposes to which they may be put. Such road(s) shall be shown on the plans. All such roads shall be removed and the land restored to its original condition before the end of construction. Such temporary roads and storage areas shall not be located in protected open space.
G. 
All cleared areas of a right-of-way, not to be planted with groundcover plantings, including all disturbed areas within public easements, shall be sodded or loamed as provided in § 430-39 and seeded with turf grass seed of a mixture approved by the Board. Plantings shall be made during the season appropriate to the selected plant species.
A. 
All materials used, including pipe and fittings, shall be manufactured by firms and be models thereof approved by the Department of Public Works.
B. 
All construction, without limitation including trenches, excavations, the backfilling thereof and subsurface masonry, shall be performed according to standards approved by the Department of Public Works.
C. 
Any such subsurface work in a roadway shall be performed before the gravel surface or pavement is laid.
D. 
In the event that an open cut of pavement is required after binder is in place, backfill with controlled-density fill (CDF) is required.
E. 
If television cables are to be installed in a subdivision, the developer shall give the local television cable franchisee not less than 90 days' notice before such installation will be needed.
The applicant shall plant trees as provided in the landscape plan submitted as part of the subdivision application in accordance with any specific provisions included in the plan. The developer shall provide for the inspection of stock, and planting operations shall be in accordance with good horticultural practice. The developer shall provide a one-year warranty on all stock.
A. 
Loam shall consist of fertile, friable, natural topsoil typical of the locality without admixture of subsoil, refuse or other foreign materials and shall be obtained from a well-drained, arable site. It shall be of such a mixture of sand, silt and clay particles as to exhibit sandy and clayey properties in about equal proportions. It shall be reasonably free of stumps, roots, heavy or stiff clay, stones lager than 3/4-inch diameter, lumps, coarse sand, noxious weeds, sticks, brush or other litter. Topsoil as delivered to the site or stockpiled shall have pH between 6.0 and 7.0 and shall contain no less than 5% or more than 8% organic matter as determined by loss of ignition of moisture-free samples dried at 100° C. The topsoil shall meet the following mechanical analysis:
Percentage Finer Than
3/4-inch opening
100
No. 10 mesh
90 to 95
No. 270 mesh
35 to 75
0.002 mm*
5 to 25
*
Clay size fraction determined by pipette or hydrometer analysis.
B. 
A minimum of four inches of loam shall be required in all locations specifying topsoil.
A. 
Erosion control. All cut or fill slopes subject to erosion shall be planted with suitable plant materials. Transplants shall be well-rooted, properly set and watered as necessary. Perennial grasses shall be suited to the landscape and located to provide adequate cover as determined by the Board on advice of its engineers. In areas subject to potential serious erosion, the Board may require the planting of sod and the use of additional erosion control measures. A wood chip or comparable mulch shall be used with ground cover plants to minimize erosion. Any plantings which do not survive for one year shall be replanted.
B. 
Slope stabilization. Upon completion of grading and replacement of topsoil, slopes, as defined in § 430-3, shall be appropriately stabilized to prevent erosion. Excessively steep slopes shall not be permitted. An adequate slope stabilization plan shall be approved by the Board.
(1) 
Slope stabilization. Effective stabilization of revegetated areas must be approved by the compliance monitor before erosion and sedimentation controls are removed. The compliance monitor shall complete an inspection prior to removal of temporary erosion and sedimentation controls.
(2) 
Guide for slope stabilization. The following guide for slope stabilization is recommended:
(a) 
Slopes steeper than 1:2: rip rap or terracing.
(b) 
Slopes of 1:8 to 1:2: sod or establish vegetation or seedlings in association with webbing or an approved mulch placed over the soil.
(c) 
Slopes of 1:20 to 1:8: sod or plant seed in association with webbing or approved mulch placed over the soil.
C. 
Temporary measures. Appropriate temporary measures shall be taken to prevent erosion of bankings and slopes during construction.
The following fire protection water supply regulations shall apply to all new unsprinklered residential developments that provide for more than six new residential units and all unsprinklered commercial and industrial developments with buildings aggregating more than 15,000 square feet gross floor area:
A. 
General requirements.
(1) 
In accordance with Winchendon's Subdivision Regulations and MGL c. 148, § 28, the Winchendon Fire Department has adopted the following regulations with regard to water supply for the purposes of fire protection.
(2) 
Anyone fulfilling the enclosed regulations is to meet all requirements specified by other boards and departments as they may relate to the work performed.
(3) 
Any development under Winchendon's Subdivision Regulations that is within 1,500 feet of the current geographical area serviced by the municipal water system shall provide municipal water supply for fire protection. (See § 430-31H.)
(4) 
In those areas where the extension of the municipal water system is not required and is technically unfeasible, the developer shall be required to install residential sprinkler systems in each dwelling or provide a water supply for fire protection commensurate to the hazard, as approved by the Fire Department.
(5) 
In the case that the developer is required to or wishes to install a fire protection water supply and neither extending the hydrant system nor installing a cistern is feasible, a dry hydrant system into an existing water supply or new water supply may be installed for fire protection purposes. (See Subsection D.)
(6) 
The term "Fire Chief" in this section shall mean the Fire Chief or his designee.
B. 
Hydrant requirements.
(1) 
General hydrant requirements.
(a) 
Any development occurring within 1,500 feet of an existing water main shall extend the system to provide fire hydrants for fire protection purposes.
(b) 
Fire hydrant type and installation will be in accordance with the requirements of the Department of Public Works.
(c) 
The Fire Chief shall review all fire hydrant locations.
(2) 
Testing and inspection.
(a) 
All public hydrants shall be tested and inspected by the Town of Winchendon Water Department prior to acceptance.
(b) 
All private hydrants shall be tested and inspected in accordance with the Town of Winchendon Private Fire Hydrant Regulations.
C. 
Fire cistern requirements.
(1) 
General fire cistern requirements.
(a) 
Fire cisterns shall be located no more than 1,200 feet roadway/driveway travel distance from any structure on the furthermost lot within a development.
(b) 
The design of the fire cistern shall provide for a trouble-free life expectancy of 20 years.
(c) 
The capacity of the cistern will be based on the size of the largest home/building to be constructed within the development. However, no fire cistern shall be smaller than 30,000 gallons' water capacity.
(d) 
The design of the fire cistern shall be submitted to the Fire Chief for approval prior to construction. All plans must be signed and stamped by a structural or fire protection licensed/registered engineer in the State of Massachusetts.
(e) 
The entire fire cistern shall be rated for H-20 highway loading unless specifically exempted by the Fire Chief.
(f) 
Each cistern shall be sited to the particular location by a registered engineer and approved by the Fire Chief. All appropriate easements to the Town shall be in place at the time of Fire Department acceptance.
(g) 
Precast concrete shall achieve a twenty-eight-day strength of 4,000 PSIG. Poured concrete should be placed with a minimum of four inches of slump and vibrated in a professional manner.
(h) 
The concrete shall be mixed, placed and cured without the use of calcium chloride. Winter placement and curing shall follow the accepted American Concrete Institute (ACI) codes.
(i) 
All piping shall be American Society for Testing and Materials (ASTM) D 2665 SCH 40 180 PSIPVC DWV with glued joints.
(j) 
All connections shall be clean and the appropriate sealing material used according to manufacturer's specifications so as to ensure all joints are airtight. All connections must be anchored to the cistern to resist movement.
(k) 
The entire cistern shall be completely piped and inspected prior to any backfilling.
(l) 
All backfill materials shall be screened gravel with no stone larger than 1.5 inches and shall be compacted to 95% ASTM 1557.
(m) 
Bedding for the cistern shall consist of a minimum of 12 inches of 0.75 inch to 1.5 inch crushed washed stone, compacted. No fill shall be used under the stone.
(n) 
The cistern shall be designed and installed so it will not float when empty.
(o) 
The entire tank will be guaranteed to be watertight (leakproof) by the installer for one year.
(p) 
The design engineer for the cistern will inspect all steps of the installation and provide a report of conformity with the specifications to the Fire Department.
(q) 
All cisterns shall be equipped with a raised thirty-two-inch watertight manhole with a blank cover and secured with a Knox exterior padlock Model 3753. There is to be access to the manhole cover after backfilling and site work. Access must be provided to all sections of the tank.
(r) 
Perimeter of tank at floor/wall joint should be sealed with eight inches of PVC Waterstop.
(2) 
Suction connection.
(a) 
The suction connection shall be factory-supplied painted aluminum, threaded male connection six inches in diameter, with NH thread and provided with a fixed strainer and a suitable cap.
(b) 
The suction piping system shall be six inches in diameter and capable of delivering 1,000 gallons per minute, for three quarters of the cistern's rated capacity.
(c) 
The suction pipe connection shall be 36 inches above the level of the grade where the vehicle wheels will be located when the cistern is in use.
(d) 
Suction piping shall be supported on top of the tank and to the bottom of the cistern with a space of eight inches from the floor of the tank to prevent vertical or horizontal movement, using noncorrosive hardware. Supports at top of tank shall be located so as not to be affected by frost.
(e) 
The bottom of the suction pipe to the pumper connection shall not exceed 14 feet vertical distance.
(f) 
Suction piping should be designed to minimize whirlpooling.
(g) 
The suction pipe connection shall terminate not more than eight feet from the edge of the pavement.
(h) 
All above-the-tank suction piping shall be pitched slightly back towards the tank for proper drainage.
(3) 
Vehicle parking area.
(a) 
The shoulder and vehicle pad should be of a sufficient length to permit convenient access to the suction connection when the pumper is set at 45° to the road.
(b) 
The pitch of shoulder and vehicle pad from edge of pavement to pumper suction connection shall be 1% to 3% downgrade.
(4) 
Filler connection.
(a) 
The filler pipe shall be six inches in diameter.
(b) 
The filler connection shall have one Siamese fitting with two 2-1/2-inch connections, with NH thread with two Knox FDC Cap Model 3012 - Matte Gray Stainless locking covers attached to a 45° downward sweep elbow. The filler connection shall be supported vertically to the cistern.
(c) 
The filler pipe connection shall be 36 inches above the final grade.
(d) 
Filler piping shall be supported on top of the tank to prevent vertical or horizontal movement.
(5) 
Vent pipe.
(a) 
The vent pipe shall be eight inches in diameter.
(b) 
The vent pipe shall terminate not less than 36 inches above the final grade, with the opening to the pipe facing downward.
(c) 
Vent piping shall have screen covers installed to prevent access by wildlife.
(6) 
Backfilling of cistern.
(a) 
Four feet of fill; or
(b) 
The top and highest two feet of the cistern shall be insulated with vermin-resistant foam insulation, and two feet of fill.
(c) 
Backfill shall extend 10 feet beyond the edge of the cistern and then have a maximum 1:3 slope, loamed and seeded or sodded.
(d) 
All construction, backfill, and grading material should be in accordance with proper construction practices and acceptable to the Fire Chief.
(7) 
Site work.
(a) 
After backfilling, the cistern and piping shall be protected from potential vehicular damage, by:
[1] 
Steel, concrete-filled, pipe bollards no less than eight inches in diameter set in the ground below the frost line; or
[2] 
Large rocks; or
[3] 
Fencing; or
[4] 
Any combination of bollards, rocks, or fence.
(b) 
The installer is responsible for completely filling the cistern prior to acceptance by the authority having jurisdiction. The water level is not to drop more than one inch in 24 hours initially and not more than one inch additionally in 30 days.
(c) 
The installer is responsible to supply and install identification signs as directed by the Fire Chief. (See Appendix.)
(d) 
The installer is responsible to install a deep well and pump, in accordance with Chapter 255-2A of the Winchendon Board of Health Water Supply Regulations, that will automatically maintain a full water level in the tank. The well/pump combination must be capable of delivering a minimum of five gallons per minute. If the well is determined capable of delivering higher volume, equipment will be installed to provide the higher volume.
(e) 
The installer is responsible to install a water fill notification light that will flash a red light when the well pump is operating. The light will be mounted at least five feet above the surface of the ground.
(8) 
General conditions.
(a) 
No building permits will be issued until cistern is installed, tested, and accepted by the Fire Department.
(b) 
The installer shall be required to post a one-year bond in the amount of $5,000 per 10,000 gallons for maintenance and repair prior to final acceptance.
(c) 
The installer is responsible to convey to the Town a one-time sum in the amount of $10,000 for perpetual maintenance and repair.
(9) 
Fire Department acceptance sequence.
(a) 
The Fire Department will review all cistern plans and engineering data prior to start of construction.
(b) 
The Fire Department will be notified and provided the opportunity to inspect at the following mid-points of construction:
[1] 
Site preparation prior to tank installation.
[2] 
Prior to backfill.
(c) 
The developer will notify the Fire Department when all site work is complete and the tank is operational and ready for operational acceptance, and provide evidence of bond for one-year maintenance.
(d) 
The Fire Department performs functional test, including water recovery at minimum of five gallons per minute and validates operation of cistern.
(e) 
Developer provides Town with perpetual maintenance fee.
(f) 
The Fire Department provides operational acceptance and turns off well pump to start thirty-day stability test.
(g) 
Building permits can now be processed if being held for cistern completion.
(h) 
Thirty days after operational acceptance, the Fire Department will inspect the cistern to see that the water level has been maintained; and if any functional issues exist, the developer will be notified to resolve issues.
(i) 
Within one year, the developer will convey any easements to the Town with regard to the cistern.
(j) 
During the first 12 months, the Fire Department will perform inspections and tests of cistern and notify the developer to resolve any issues.
(k) 
Twelve months from the Fire Department's operational acceptance, it will perform one final inspection and test of cistern to validate operation and will notify the developer if any issues need to be resolved. If no issues exist, the Fire Department will notify the developer of final acceptance and release any claims against the bond.
D. 
Dry hydrant requirements in general.
(1) 
The design of the dry hydrants shall be for trouble-free service that will last a lifetime.
(2) 
The dry hydrant water supply capacity shall be based on the largest home/building being protected. However, no dry hydrant water supply shall be smaller than 30,000 gallons of water. The water supply capacity calculation shall be made by a professional engineer utilizing fifty-year drought records.
(3) 
The design of the dry hydrants shall be submitted to the Fire Chief for approval prior to construction.
(4) 
Each dry hydrant shall be sited to the particular location and approved by the Fire Chief.
(5) 
All piping shall be American Society for Testing and Materials (ASTM) D 2665 SCH 40 180 PSIPVC DWV with glued joints.
(6) 
All connections shall be clean and the appropriate sealing material used according to manufacturer's specifications so as to ensure all joints are airtight.
(7) 
The suction connection shall be factory-supplied, painted aluminum, threaded male connection six inches in diameter, with NH thread and provided with a fixed strainer and a suitable cap.
(8) 
The entire dry hydrant shall be completely piped and inspected prior to any backfilling.
(9) 
All backfill materials shall be screened gravel with no stone larger than 1.5 inches by one inch and shall be compacted to 95% ASTM 1557.
(10) 
Bedding for the dry hydrant piping shall consist of a minimum of 12 inches of screened gravel with no stone larger than 1.5 inches and be fully compacted.
(11) 
The suction pipe connection shall be between 20 inches and 24 inches above the level of the grade when the hydrant is in use, and the 90° elbow in the ground is to be supported by a large, flat rock or concrete pad.
(12) 
After backfilling, the piping shall be protected from potential vehicular damage by:
(a) 
Steel, concrete-filled, pipe bollards no less than eight inches in diameter set in the ground below the frost line; or
(b) 
Large rocks; or
(c) 
Fencing; or
(d) 
Any combination of bollards, rocks, or fence.
(13) 
The end of the suction pipe shall be protected by a screen equipped with a removable cover.
(14) 
The pitch of shoulder and vehicle pad from edge of pavement to pumper suction connection shall be 1% to 3% downgrade.
(15) 
The shoulder and vehicle pad should be of a sufficient length to permit convenient access to the suction connection when the pumper is set at 45° to the road.
(16) 
The suction pipe connection shall terminate not more than eight feet from the edge of vehicle access.
E. 
The installer is responsible to supply and install signage as directed by the Fire Chief.