Access driveways shall be permitted at locations in which: (1) Sight distance is adequate to safely allow each permitted movement to be made into or out of the access driveway. (2)Where property abutting the right-of-way line could be used as parking area, the permit may require curbing, permanent guardrail, or fencing to be constructed along the right-of-way line in order to prohibit vehicle encroachment upon the sidewalk or shoulder area. (iv)If the permittee, after making an opening in the surface to place or repair a drainage facility or for any other purpose, fails to restore any portion of the right-of-way to conform with Department specifications upon notice from the Department to do so, the Department may perform the work and the permittee shall reimburse the Department for the costs within 30 days after receipt of the Departments invoice. SupplementAn amendment to a highway occupancy permit issued on Department Form M-945S. (2)When two access driveways are constructed on the same property frontage and used for one-way operation, each of these driveways may be placed at an angle less than a right angle, but not less than 45 degrees to the highway, except that along divided highways where no openings are allowed in the median the minimum angle of an exit driveway may be 30 degrees, as shown in Figure 12. (iii)Proof that the applicant executed and recorded in the Office of the Recorder of Deeds in the appropriate county or counties, a covenant running with the land providing that all subsequent purchasers, heirs, assigns or transferees of the property take the property subject to the indemnification in subparagraph (ii), unless released by the Department. Low, medium, and high volume driveways which provide access to paved highways shall be paved within the right-of-way. The following conditions shall apply to permits issued under the provisions of this chapter: (1)Scope of permit. (vi)The permittee shall be the only party in interest in any action against the Department before the Board of Claims involving disputes arising from the permit. (B)If the driveway grade would exceed 8.0%, depress the outer edge of the sidewalk and maintain a maximum sidewalk cross slope of 6.0%. (7)Shall, when submitted by an applicant other than a fee title holder, contain: (A)The fee title holder consents to the application. (e)Multiple driveways. The permit, together with plans, relevant correspondence, and any supplements issued, will be microfilmed, and the microfilm record will be retained in the central permit office. (c)Driveways adjacent to intersections. Driveways shall be located, designed, constructed and maintained in such a manner as not to interfere or be inconsistent with the design, maintenance and drainage of the highway. The provisions of this 441.8 amended November 27, 1981, effective October 17, 1981, 11 Pa. B. (D)When the road descends at greater than 5.0%, sight distance may be reduced by a factor of 0.5. (h)Sight distance. (4)Grade requirements in uncurbed shoulders within the right-of-way shall conform to Figure 1. The driveway pavement shall be at least four inches thick within the right-of-way. Chapter (a)General rule. A description of each classification and typical examples of land uses normally associated with each follows: (i)Minimum use driveway, see Figure 7. (l)Driveways relative to ramps. (g)Curbing. This area shall remain free of any obstructions which may interfere with a clear line of vision for entering or exiting vehicles. SecretaryThe Secretary of the Department. SidewalkA paved walkway, continuous for a reasonable distance and an integral part of the highway, constructed solely for use by pedestrians. (2)The distance from the edge of pavement of the intersecting highway to the radius of the first permitted driveway shall be a minimum of 20 feet on curbed highways and 30 feet on uncurbed highways. (ii)A signed written statement, whereby the applicant agrees to indemnify and defend the Commonwealth (if requested) from all suits, damages, claims and demands of any type whatsoever by the fee title holder of the property because of granting the permit to the applicant, such as a failure of the permittee or other person to comply with the permit or any other statutes, ordinances or regulations in connection with the permit. Nothing contained in this chapter is intended to relax existing safety requirements. (iii)The conditions, restrictions, and provisions of the permit. The provisions of this 441.3 amended August 3, 2018, effective August 4, 2018, 48 Pa.B. Auxiliary lanes shall consist of the following: (1)Acceleration and deceleration lanes. M-950K - Obligation Bond (Driveway) M-950K1 - Blanket Obligation Bond (Driveway) M-950L - Irrevocable Letter of Credit (Driveway) M-950MPC - Land Use Questionnaire (Driveway) M-950R1 - Access Approval Procedure Worksheet and Sample Letter (Driveway) M-950S - Measuring Driveway Sight Distances (Driveway) TR-478A - Report on Compaction Density . (3)Details of internal traffic circulation, parking, and traffic signs. (2)Electrically powered devices. (viii)A permit shall be valid only as long as the traffic volume of the driveway does not exceed the approved driveway classification as set forth in 441.8(a) of this title (relating to driveway design requirements). (4)The Department may block driveways or sever, remove or block drainage facilities constructed without a permit or in violation of this chapter. Prohibited use of the highway shall be as follows: (i)No part of the right-of-way shall be used for servicing vehicles, displays or conducting business. (2)The director may revoke a permit for nonpayment of a fee specified in 441.4 (relating to permit fees) including default of a check submitted for the payment. (i)Grade of access driveway. t = Perception time of motorist (average = 2.5 seconds). (4)Cost. (a)General rule. Recommenda ons Review each situation to determine the impact on the environment of altering roadway grades to meet specific standards. Purpose . The applicant shall design his driveway using the values appropriate for the posted speed of the roadway being accessed. (d)Safety requirements. Multiple driveways serving the same property must be separated by a minimum distance of 15 feet measured along the right-of-way line and 20 feet measured along the shoulder, ditch line, or curb. (f)Miscellaneous fees. This section cited in 67 Pa. Code 441.4 (relating to permit fees). PennDOT issues a variety of different Highway Occupancy Permits (HOPs) to property owners, developers, utility companies, municipalities and municipal authorities, and other interested parties who desire access to the state's right-of-way. Table 6Safe Sight Distance for buses and combinations entering driveways by left turns. (2)The distance from the edge of pavement of the intersecting highway to the radius of the first permitted driveway shall be a minimum of 20 feet on curbed highways and 30 feet on uncurbed highways. Frontage widthThe distance along the right-of-way line in front of an abutting property. A violation of this chapter or the permit requirements shall constitute grounds for imposition of any or all of the following penalties: (1)Upon receipt of oral or written notice of a violation from the authorized representative of the Department or a police officer whose jurisdiction includes the permitted work area, the permittee shall cease to perform further work in the permitted area except to restore the area to a safe condition. When required, auxiliary lanes shall be constructed, at no cost to the Department, in accordance with the Roadway Construction Standards and Form 408. (3)Requests for removal of a median divisor will not be granted without the approval of the director. (j)Review by municipalities, planning commissions, and zoning boards. S.R. Exceptions will be considered only if the enforcement of this subsection would result in the prohibition of reasonable access from the adjacent property to the highway system. Ramps are intended to provide access from one roadway or roadway system to another with a minimum amount of conflict or interference from other traffic. To insure the integrity of this intended function, no access driveway will be permitted on a ramp or within 50 feet of the intersection of the edge of pavement of the ramp or its speed change lane with the edge of pavement of the intersecting roadway. (vi)Driveway surface material and traffic island materials. (4)Cost. (5)Shall be submitted to the Department at least 30 days prior to the anticipated start of work. (iv)The sight distance values in Tables 1 through 6 are desirable for safe operation of the driveway. (2)In using Tables 1 through 6 the following additional requirements shall apply: (i)Tables 2, 4, and 6 shall be used in lieu of Tables 1, 3, and 5 only when combination traffic exceeds 5.0% of the total traffic using the proposed driveway. No statutes or acts will be found at this website. (d)Permits not issued for certain highways. (5)The fines, imprisonment or other penalties as are provided by law. (ii)Posted speeds shall be used unless operating speeds vary from the posted speed by more than ten miles per hour, in which case the Department may require that operating speeds be used. This chapter separates driveways into four classifications, based on the amount of traffic they are expected to serve. (f)Approaches to driveways. Site requirements shall be as follows: (1)All nonresidential buildings shall be located a sufficient distance from the right-of-way line to provide ample driving area and parking off the right-of-way to prevent storage of vehicles on the access driveways and to prevent the back-up and turning of vehicles on the highway pavement. (b)General permit inspection fees. 441.2. V = Velocity of vehicle (miles per hour). General requirements shall be as follows: (1)The ability of a driveway to safely and efficiently function as an integral component of a highway system requires that its design and construction be based on the amount and type of traffic that it is expected to serve and the type and character of roadway which it accesses. 1991); appeal denied 604 A.2d 251 (Pa. 1992). (B)apartments with five units or less. Private roads and driveways 212.106(d) (4): Truck pulloffs and hazardous grades 212.106(d) (5): Temporary traffic control Roadway sight distance right. (12)Maintenance. (3)The traffic control plan shall be either: (i)A detailed drawing, showing all traffic control devices. To insure the integrity of this intended function, no access driveway will be permitted on a ramp or within 50 feet of the intersection of the edge of pavement of the ramp or its speed change lane with the edge of pavement of the intersecting roadway. Please refer to PennDOT's highway occupancy permit regulation manuals, which can be obtained from the local District office, for further details. Driveways serving properties located adjacent to a highway intersection shall be subject to the following: (1)There shall be a minimum ten foot tangent distance between the intersecting highway radius and the radius of the first permitted driveway. (f)Traffic control plan. The number and location of entrances which may be granted will be based on usage, interior and exterior traffic patterns, and current design policy of the Department. (a)General rule. (6)The other action as may be deemed necessary or proper after consultation with the Office of Chief Counsel. Driveway Slope. (3)The driveway will not create a hazard. construction safety and health regulations, 39 Fed. 1 Measured from a vehicle ten feet back of the pavement edge. Turning radiusThe radius of an arc which approximates the turning path of the exterior corner of a vehicle. 2. . The term includes existing or proposed streets, lanes, alleys, courts, and ways. (D)O.S.H.A. (v)The permittee shall be principally liable to the Department for any failure to comply with the permit and this chapter. 4624. (g)Drainage control plan for other than minimum use driveways. M950S (304) M950S PENNDOT (0304) PENNDOT DRIVEWAY SIGHT DISTANCE MEASUREMENTS (FOR LOCAL ROADS, USE PENNDOT PUB 70) APPLICANT APPLICATION NO. Drainage pipe installed under driveways shall be at least 15 inches in diameter. Easily sign the form with your finger. (e)Waiver of design requirements. (b)Permit issued only to property owner. (2)A listing of these municipalities and local agencies is available from the appropriate district office. AccessA driveway, street or other means of passage of vehicles between the highway and abutting property, including acceleration and deceleration lanes and such drainage structures as may be necessary for the proper construction and maintenance thereof. (v)Building and business appurtenances on the site. Access driveways shall be permitted at locations in which: (1)Sight distance is adequate to safely allow each permitted movement to be made into or out of the access driveway. measured by for department use only: distance required the maximum length of roadway alon (2)Where a drainage ditch or swale exists, the permittee shall install adequate pipe under the driveway in accordance with Form 408. CurblineA line formed by the face of the existing curb or in its absence the outer edge of the shoulder, along which curbing is or may be located. 4624. f = Wet friction of pavement (average = 0.30). The type of shoulder to be installed will be specified by the permit, in accordance with the volume and type of traffic expected to use the driveway. 3.50' 3.50' 3.50' grade _____% grade _____% driver' s eye 10' edge of travel lane sight line sight line a distance required fsd= _____ The Department may require design details which are more stringent than those specified in this chapter to insure the safe and efficient operation of any proposed driveway. Driveway widthThe narrowest width of a driveway measured perpendicular to the centerline of the driveway. (iv)Responsibility for compliance with the terms of the permit cannot be assigned or transferred by the permittee without first obtaining approval from the Department after submitting Form M-948, Assignment of Permit or License. Floor | Harrisburg, PA 17120 | 7177876899 | www.dot.state.pa.us . Where possible, drainage releasesForm L-15 or CC-15will be obtained, by and at the expense of the applicant, from all property owners over whose land additional drainage will flow. (7)Disposition of materials. (v)Dimensions of traffic islands adjacent to the highway and within the development that separate traffic flow from or onto the highway. This section cited in 67 Pa. Code 441.6 (relating to general conditions). Dimensions shall be selected from the range of values shown on the appropriate figure, unless site conditions warrant a deviation. The placement of vehicles measured at the driveway and on the roadway must be consistent with the operation of the driveway and roadway, as illustrated on Form M-950S and consistent with Publication 282. A traffic control plan shall be submitted to and approved by the district office before closing any portion of a lane to vehicular traffic. The work shall be done at such time and in such a manner as shall be consistent with the safety of the public and shall conform to all requirements and standards of the Department including, but not limited to, Form 408. (i)Plans for other than minimum use driveways. 400 North Street | Harrisburg, PA 17120 | 717.787.6899 | www.dot.state.pa.us. The area between the edge of the pavement and the right-of-way line shall be kept clear of all buildings, sales exhibits, business signs, vehicles, service equipment and similar items. It shall be extended around the driveway radii to the right-of-way line. (v)If the permitted work is the proximate cause of damage to the highway, including slope or any other appurtenance thereto, beyond the adjacent area, the permittee shall be responsible for all remedial work and shall make all temporary and permanent restoration. (iii)The sight distances in Tables 1 through 4 apply only when highway grades are zero to 3.0%, either up or down. Auxiliary lanes shall consist of the following: (1)Acceleration and deceleration lanes. (iv)Driveway angle relative to the highway. Kudos/Thank You. PennDOT LTAP technical INFORMATION SHEET #165 s p r i n g / 2 0 1 5 400 North Street, 6th Floor . (iv)All retained suitable material shall be placed or stored outside the improved area, and in such a manner that there will be no interference with the flow of water in any gutter, drain, pipe, culvert, ditch, or waterway. PennDOT Recommended use of AASHTO standards. (2)Where a drainage ditch or swale exists, the permittee shall install adequate pipe under the driveway in accordance with Form 408. (e)Number of driveways. This area shall remain free of any obstructions which may interfere with a clear line of vision for entering or exiting vehicles. Permittee Required to Obtain All Required Approvals or Permits. Sight Distance (Corner sight distance) The maximum distance that a driver can see objects such as traffic signs, pavement markings and moving objects. (a)General. (3)If sight distance requirements as specified in this chapter cannot be met, the Department may: (i)prohibit left turns by exiting vehicles; (ii)restrict turning movements to right turns in and out of a driveway; (iii)require installation of a right turn acceleration lane or deceleration lane; (iv)require installation of a separate left turn standby lane; (v)alter the horizontal or vertical geometry of the roadway; or.

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