(a)General rule. If a drainage release cannot be obtained from any affected property owner, the Department may nonetheless issue a permit if it determines that there is no reasonable and prudent alternative available to the applicant and the applicant executes an indemnification agreement acceptable to the Department. (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). This section cited in 67 Pa. Code 212.5 (relating to installation and maintenance responsibilities). (2)Left turn stand-by lanes. (6)Altering drainage prohibited. Hearing officer committed no abuse of discretion by order approving application for highway occupancy permit upon conditions that permittee pay for traffic signal and driveway access as this was within exercise of power to make reasonable rules and regulations governing the use of highways and flow of traffic thereon. 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. Drainage pipe installed under driveways shall be at least 15 inches in diameter. InspectorThe Departments authorized representative assigned to inspect permit operations. (5)Lane in front of another property. MLS # PADE2042340 Dimensions shall be selected from the range of values shown on the appropriate figure, unless site conditions warrant a deviation. f = Wet friction of pavement (average = 0.30). 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. (iv)Driveway angle relative to the highway. (ii)Low volume driveway, see Figure 8. PennDOT LTAP technical INFORMATION SHEET#137 REVIS ED SUMMER/2014 400 North Street, 6th Floor . (b)Who may apply for a permit. (i)The driveway approaches shall be installed 1 1/2 inches above the adjacent roadway or the gutter grade to maintain proper drainage. 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. Auxiliary lanes shall consist of the following: (1)Acceleration and deceleration lanes. All other requirements of this chapter shall be complied with before the local road will be allowed access onto a State highway. Nothing contained in this chapter is intended to relax existing safety requirements. DirectorThe director of the Departments Bureau of Highway Services. (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. (iii)If the equipment damages the pavement or shoulders, the permittee shall restore the pavement or shoulders to their former condition, at the expense of the permittee. (3)Shall include five sets of plans, of a quality sufficient for microfilming, detailing the location and pertinent dimensions of both the proposed installation and related highway features. Open form follow the instructions. 1995). For sidewalks narrower than five feet, the curb will be sloped and the back edge of the sidewalk will be depressed (maximum 1 1/2 inches) to maintain an 8.0% maximum grade on the driveway. Chapter (2)The radii of internal curves shall be as large as possible to allow a direct movement from the highway into a proper position to obtain service or parking without any interference to other vehicles attempting the same maneuver. See 67 PA Code 441for driveway classifications ba sed on traffic volumes and land use examples. Equipment damaging the highway shall conform with the following conditions: (i)To protect the pavement and shoulders, all equipment shall have rubber wheels or runners and shall have rubber, wood, or similar protective pads between the outriggers and the surface, unless otherwise authorized by the permit. Deceleration laneThe portion of the roadway adjoining the traveled way constructed for the purpose of enabling a vehicle that is exiting a roadway to slow to a safe speed after it has left the mainstream of traffic. Roadway construction standardsDepartment Publication No. (j)Review by municipalities, planning commissions, and zoning boards. (c)Where to submit application. The permittee shall reimburse the Department for any and all inspection costs within 30 days after receipt of the Departments invoice. This section cited in 67 Pa. Code 441.6 (relating to general conditions). Driveway Slope. 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. Sight distance is adequate to safely allow each . The Pennsylvania Code website reflects the Pennsylvania Code changes effective through 52 Pa.B. Learn more 67 Pa. Code 441.8. (3)Requests for removal of a median divisor will not be granted without the approval of the director. 4624. The available corner sight distance on side roads is less than the necessary stopping sight-distance values . (ii)The difference between the cross slope of the roadway and the upward grade of the driveway approach shall not exceed 8.0%. Low, medium, and high volume driveways which provide access to paved highways shall be paved within the right-of-way. PDF PennDOT Memo Template Medium volume drivewayA driveway used or expected to be used by more than 750 but less than 1500 vehicles per day. Read Section 441.7 - General driveway requirements, 67 Pa. Code 441.7, see flags on bad law, and search Casetext's comprehensive legal database . (C)When the highway grade in the section to be used for acceleration after leaving the driveway descends at 3.05.0%, sight distance in the direction of approaching descending highway traffic may be reduced by a factor of 0.6. The Pennsylvania Code website reflects the Pennsylvania Code changes effective through 52 Pa.B. Purpose . PDF PennDOT LTAP technical - Pennsylvania Department of Transportation (2)Issuance of a permit shall be conditioned upon the Departments approval of the drainage control plan. 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. Unless specifically authorized by the permit, the permittee shall not: (i)alter the existing drainage pattern or the existing flow of drainage water; or. Driveway design requirements. (C)Act of October 5, 1978 (P. L. 1104, No. For grades, follow the general recommendations of PennDOT Design 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. SetbackThe lateral distance between the right-of-way line and the roadside building, liquid fuel pump island, display stand, or other object, which will result in space for vehicles to stop or park between such objects and the right-of-way line. (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%. Table 4Safe Sight Distance for buses and combinations exiting from driveways onto four and six-lane roads. Except for joint-use driveways, no portion of any access shall be located outside of the property frontage boundary line. (iii)Medium volume driveway, see Figures 9, 11, and 12. (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. 247) (53 P. S. 1611), concerning environmental control measures related to pollution and the preservation of public natural resources. Permits will not normally be issued for occupancy of or access to any limited access highway. (4)When curb exists adjacent to the proposed driveway, the line and grade of the existing curb shall be matched, unless otherwise authorized by the permit. Permittee responsibilities shall be as follows: (i)The permittee shall pay all fees, costs, and expenses incident to or arising from the project, including the cost of related highway improvements which increased traffic or surface drainage may necessitate. (B)apartments with five units or less. (f)Site requirements. highway and the sight distance (in feet) to the equipment from behind is less . (4)When curb exists adjacent to the proposed driveway, the line and grade of the existing curb shall be matched, unless otherwise authorized by the permit. Addi onal sight distance should be provided at decision points. Please be as descriptive as possible on the details screen so we can share your feedback with the appropriate personnel. (3)The side slopes for driveway embankments within the right-of-way shall not be steeper than ten to one. Although driveway opening on to State highway was established prior to promulgation of these regulations, this regulation could be applied retroactively to reasonably limit ingress and egress since property is held subject to valid police power regulations made, and to be made, for the health and comfort of the people. Department of Transportation v. Longo, 510 A.2d 832 (Pa. Cmwlth. (vi)Where the permittee has the responsibility to restore the highway, including slope or any other appurtenance thereto, under subparagraphs (i)(v), including instances where a presumption of responsibility has not been rebutted, the permittee shall have the duty to restore the improved area in accordance with the permit. Driveway design requirements. 2005); apeal denied 903 A.2d 539 (Pa. 2006). Drainage control plan for other than minimum use driveways shall be as follows: (1)If it can reasonably be anticipated that there will be an increase in the flow of water onto the highway or into highway drainage facilities as a result of action by the applicant, or that there will be an increase in the flow of water onto the property of some other person as a result of any action authorized by the permit, a drainage control plan shall be submitted with the application. (4)The Department may require the permittee to locate an access driveway directly across from a highway, local road, or access driveway on the opposite side of the roadway if it is judged that offset driveways will not permit left turns to be made safely or that access across the roadway from one access to the other will create a safety hazard. Meets 441 minimum safe stopping sight distance (Ch. Table 5Safe Sight Distance for passenger cars and single unit trucks entering driveways by left turns. Roadway sight distance right. Submission of the traffic control plan shall be as follows: (1)When the applicant anticipates that it will be necessary to close a portion of a lane to vehicular traffic in order to perform the permitted work, the applicant shall submit a traffic control plan with the application. PDF The Maximum Length of Roadway Alo Continuously See the Rear of A (4)Grade requirements in uncurbed shoulders within the right-of-way shall conform to Figure 1. The longitudinal slope of the sidewalk shall not exceed two inches per foot. Multi-modal Handbook - Chesco Planning t = Perception time of motorist (average = 2.5 seconds). (C)If the sidewalk cross slope would exceed 6.0%, as indicated in clause (B) of this subparagraph, depress the entire sidewalk. Review by municipalities, planning commissions, and zoning boards shall comply with the following: (1)Certain local governing bodies wish to review driveway applications within their jurisdictions. (d)Permits not issued for certain highways. Permit applications shall be submitted in the name of the owner of the property. (2)Electrically powered devices. 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. 4624. ShoulderThe portion of the roadway, contiguous to the traffic lanes, for accommodation of stopped vehicles, for emergency use, and for lateral support of base and surface courses and pavements. The longitudinal grade of the sidewalk shall not exceed two inches per foot. See Figure 3. See Figure 5. Frontage widthThe distance along the right-of-way line in front of an abutting property. Low, medium, and high volume driveways which provide access to paved highways shall be paved within the right-of-way. These regulations are made pursuant to the State Highway Law (36 P. S. 670-101670-1102), especially section 420 thereof (36 P. S. 670-420). (A)When the highway grade in the section to be used for acceleration, after leaving the driveway, ascends at 3.05.0%, the sight distance in the direction of approaching ascending traffic may be increased by a factor of 1.4. This will eliminate the need for depressing the back edge of the sidewalk. Please refer to PennDOT's highway occupancy permit regulation manuals, which can be obtained from the local District office, for further details. The Department may also make such investigations and require such additional information as it deems necessary. 67 Pa. Code 441.8 - Driveway design requirements (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 . The permit may require the installation of a left turn stand-by lane to separate and protect left turning vehicles from through traffic if failure to do so would result in an undue hazard to the traveling public. (3)Revocation of the applicants permit by the Department. Further work may not commence in the permitted area until the violation has been remedied. (2)Where the access driveway approach and highway pavement meet, flaring of the approach may be necessary to allow safe, easy turning of vehicular traffic. DepartmentThe Department of Transportation of the Commonwealth. For sidewalks narrower than five feet, the curb will be sloped and the back edge of the sidewalk will be depressed (maximum 1 1/2 inches) to maintain an 8.0% maximum grade on the driveway. b. Grade of access driveway shall be constructed in the following manner: (1)All driveways shall be constructed so as not to impair drainage within the right-of-way, alter the stability of the improved area, or change the drainage of adjacent areas. (5)The fines, imprisonment or other penalties as are provided by law. (ii)Nearest driveway on adjacent properties. (4)Shall be accompanied by a check or money order, payable to the Department, in the appropriate amount, as set forth in 441.4 (relating to permit fees).
