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(e)Refunds. a left turn into a driveway. A driveway normally used by more than 1500 vehicles per day, which often requires traffic signalization, such as: (B)multi-building apartment or office complexes. Driveway sight distance measurements are also identified as optional for the applicant, because they will be verified or completed by Department personnel. (iii)an equitable interest in property under a sales agreement or an option to purchase; provided that the estate or other legal or equitable interest in property includes the use requested in the permit. (3)Paragraphs (1) and (2) of this subsection may be waived only if the intersecting highway radius extends along the property frontage to the extent that compliance is physically impossible. (B)apartments with five units or less. All other requirements of this chapter shall be complied with before the local road will be allowed access onto a State highway. (3)Where the highway is curbed, driveway approaches shall be installed 1 1/2 inches above the adjacent highway or gutter grade to maintain proper drainage. Sight distance is adequate to safely allow each permitted movement to be made into or out of the access driveway. See Figure 11 and Figure 12. (c)Driveways adjacent to intersections. The Department will refund the general permit inspection fees on unused permits. (i)Grade of access driveway. OwnerA person holding: (ii)an estate or other legal interest in property, such as an easement, a lease, a license or subsurface rights, or. The 2,865 sq. However, the Department may authorize bus stop shelters or phone booths by written agreement. Minimum use drivewayA residential or other driveway which is used or expected to be used by not more than 25 vehicles per day. (C)If the sidewalk cross slope would exceed 6.0%, as indicated in clause (B) of this subparagraph, depress the entire sidewalk. If the permittee fails to restore the improved area properly, the Department will have the authority to do the work at the expense of the permittee. (ii)Traffic control devices shall be provided in accordance with Publication 43 and Publication 90. This includes providing appropriate end treatments on guard rail systems where existing guard rail is being broken by the driveway. (2)Left turn stand-by lanes. 312). No statutes or acts will be found at this website. Immediately preceding text appears at serial pages (62045) and (62046). (h)Sight distance. 287) (73 P. S. 176182), concerning protection of the public health and safety by preventing excavation or demolition work from damaging underground utility facilities. A. (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%. The amount of depression shall not exceed 1 1/2 inches at the inner edge of the sidewalk. (3)Paragraphs (1) and (2) of this subsection may be waived only if the intersecting highway radius extends along the property frontage to the extent that compliance is physically impossible. (B)When the highway grade ascends at greater than 5.0%, sight distance may be increased by a factor of 1.7. Driveway widthThe narrowest width of a driveway measured perpendicular to the centerline of the driveway. 2 Measured from a vehicle ten feet back of the pavement edge to a vehicle approaching in the median lane. (ii)Improvements on private property adjacent to the right-of-way shall be so located that parking, stopping, and maneuvering of vehicles on the right-of-way will not be necessary in order for vehicles or patrons to be served. When the distance between multiple driveways is 50 feet or less measured along the shoulder or ditch line, the area between shall be clearly defined by permanent curbing. (7)The number of vehicles per day which are expected to utilize each proposed driveway. (d)Permits not issued for certain highways. SecretaryThe Secretary of the Department. 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. Requirements for traffic control devices shall be as follows: (1)Nonelectrically powered devices. This chapter separates driveways into four classifications, based on the amount of traffic they are expected to serve. Immediately preceding text appears at serial pages (358426) and (216115) to (216117). The provisions of this 441.3 amended August 3, 2018, effective August 4, 2018, 48 Pa.B. Smithfield v. Kessler, 882 A.2d 17, 23 (Pa. Cmwlth. 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. Stopping sight distanceThe distance required by a driver traveling at a given speed to stop the vehicle after an object on the roadway becomes visible to the driver. This curb shall be placed in line with existing curb or two feet back of the shoulder or ditch line on uncurbed highways. Meets 441 minimum safe stopping sight distance (Ch. 8372 (December 31, 2022). (3)Applications for driveways providing access to drive-in-service developments shall, when requested, include information relative to the amount of storage provided between the service facility and the right-of-way, the number of service operations anticipated during peak periods, and the hours and days of operation. Follow the guidance in . This will eliminate the need for depressing the back edge of the sidewalk. Improved areaThe area within the right-of-way which has been constructed for highway purposes, including roadbed, pavement, shoulders, slope, sidewalks, drainage facilities, and any other appurtenances. Permittee Required to Obtain All Required Approvals or Permits. (vii)Disputes between the permittee and the Department shall be governed by the appropriate provisions in Form 408. (B)Act of December 10, 1974 (P. L. 852, No. Turnpike Customer Assistance Center: 800-331-3414. 2 Measured from a vehicle ten feet back of the pavement edge to a vehicle approaching in the median lane. (b)General location restrictions. (c)Revocation procedure. (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. (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. OFFSET LEGAL SPEED LIMIT MEASURED BY DATE FOR. This curb shall be placed in line with existing curb or two feet back of the shoulder or ditch line on uncurbed highways. See Figure 6. (k)Access driveway pavement. Addi onal sight distance should be provided at decision points. (v)Dimensions of traffic islands adjacent to the highway and within the development that separate traffic flow from or onto the highway. Pavement edgeThe edge of the main traveled portion of any highway, exclusive of shoulder. The permittee shall, at his own expense, install and maintain all nonelectrically powered traffic control devices, as specified in the permit, which are required to provide for the safe and orderly movement of vehicular or pedestrian traffic, or both. Local roadEvery public highway other than a State highway. See 67 PA Code 441for driveway classifications ba sed on traffic volumes and land use examples. A driveway normally used by more than 25 vehicles per day but less than 750 vehicles per day, such as: (B)elementary and junior high schools; or. If the permittee has received oral notice of the violation, written notice shall be sent to the permittee within 10 days of receipt of the oral notice. 4.0 Spacing Follow the guidance in 4159. 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. The Pennsylvania Code website reflects the Pennsylvania Code (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). The applicant shall design his driveway using the values appropriate for the posted speed of the roadway being accessed. No statutes or acts will be found at this website. (3)Each application for an access driveway within one of these jurisdictions must be accompanied by evidence which indicates that the location and type of access being requested has been reviewed by that municipality or agency. If an auxiliary lane must be located in front of property of another person, the applicant shall be required to secure the approval of the other person or indemnify the Commonwealth against any action which the other person may bring against the Commonwealth. (D)When the road descends at greater than 5.0%, sight distance may be reduced by a factor of 0.5. Although driveway opening on to State highway was established prior to promulgation of the regulations, the 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. PennDOT LTAP technical INFORMATION SHEET#137 REVIS ED SUMMER/2014 400 North Street, 6th Floor . 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. M950S (304) M950S PENNDOT (0304) PENNDOT DRIVEWAY SIGHT DISTANCE MEASUREMENTS (FOR LOCAL ROADS, USE PENNDOT PUB 70) APPLICANT APPLICATION NO. (o)Traffic control devices. "Intersection Sight Distance" in Chapter 9 of the 2004 AASHTO Green Book. (ii)Applications for driveways which include traffic signal control shall be accompanied by the following additional information: (A)An engineering study in sufficient detail to allow determination of the need for signal control and the adequacy of its design and operation. 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 permittee shall fully indemnify and save harmless and defend the Commonwealth, its agents and employes, of and from all liability for damages or injury occurring to any person or persons or property through or in consequence of any act or omission of any contractor, agent, servant, employe, or person engaged or employed in, about, or upon the work, by, at the instance, or with the approval or consent of the permittee; from any failure of the permittee or any such person to comply with the permit or this chapter; and, for a period of two years after completion of the permitted work, from the failure of the highway in the immediate area of the work performed under the permit where there is no similar failure of the highway beyond the area adjacent to the area of the permitted work. (a)General. (d)When to submit applications. R Available to PennDOT staff only. No statutes or acts will be found at this website. Divided highwayA highway divided into two or more roadways and so constructed as to impede vehicular traffic between the roadways by providing an intervening space, physical barrier, or clearly indicated dividing section. CombinationTwo or more vehicles physically interconnected in tandem. No, PennDOT will not cut slopes or vegetation to improve sight distance according to PA Title 67, Chapter 441, because sight distance improvement is the responsibility of the driveway owner. R Available to PennDOT staff only. 1990). (3)Additional right-of-way for lanes. (5)Lane in front of another property. . 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. 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). 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. Restoration of highway shall include the following: (i)If there is a failure of the highway, including slope or any other appurtenance thereto, in the immediate area of the permitted work within two years after the completion of the permitted work and there is no similar failure of the highway beyond the area adjacent to the area of the permitted work, the permittee shall have absolute responsibility to make all temporary and permanent restoration including restoration of the adjacent area if it has also failed. (ix)The Department, in granting a permit, will waive none of its powers or rights to require the future change in operation, removal, relocation, or proper maintenance of any access within State highway right-of-way. (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. Unless specifically authorized by the permit, the permittee shall not: (i)alter the existing drainage pattern or the existing flow of drainage water; or. (iv)Relevant property lines and property lines extended to the roadway. (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. (4)The Department may block driveways or sever, remove or block drainage facilities constructed without a permit or in violation of this chapter. Except for joint-use driveways, no portion of any access shall be located outside of the property frontage boundary line. 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. (f)Traffic control plan. (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). Publication 90A Department publication containing requirements for work area traffic control during highway maintenance operations and utility work. (B)Location of traffic signal heads, poles, controller, and detectors. This section cited in 67 Pa. Code 441.8 (relating to driveway design requirements). 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 . (iv)If there is a failure of the highway, including slope or any other appurtenance thereto, in the area adjacent to the immediate area of the permitted work, which occurs more than 2 years after the completion of the permitted work, the permittee shall be responsible to make all temporary and permanent restoration if the permitted work was the proximate cause of the failure. Driveway Sight Distance Measurements . (ii)The difference between the cross slope of the roadway and the upward grade of the driveway approach shall not exceed 8.0%. 1995). (a)General rule. (b)Angle of access driveway approach. PENNDOT PUB 170 HIGHWAY OCCUPANCY PERMIT (HOP) MANUAL Page 77A (Rev 4-12) PENNDOT Web Site: www.dot.state.pa.us Special Interest Areas Permits Occupancy Permits PENNDOT WAN: Statewide Drive Permits Shared HOP 3.8 -- Miscellaneous Review of Application Permit issuance fees and general permit inspection fees shall not be payable by any of the following: (2)Political subdivisions of this Commonwealth. PennDOT LTAP technical INFORMATION SHEET #165 s p r i n g / 2 0 1 5 400 North Street, 6th Floor . Manual entry; right side distance in feet at which an approaching vehicle can be seen from driveway (See Pub. See Figure 3. Kudos/Thank You. 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. (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. It shall be extended around the driveway radii to the right-of-way line. (C) When the highway grade in the section to be used for acceleration after leaving the driveway descends at 3.0-5.0%, sight distance in the direction of approaching descending highway traffic may be reduced by a factor of 0.6. Please be as descriptive as possible on the details screen so we can share your feedback with the appropriate personnel. (ii)a reference to a standard drawing found in Publication 43 or Publication 90, provided the referenced standard drawing properly depicts the work area and completely addresses the needed traffic control. 72 containing the Departments design standards for roadway construction. Table 6Safe Sight Distance for buses and combinations entering driveways by left turns. 67 Pa. Code 441.8. 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. Median openings shall consist of the following: (1)The removal of a portion of median divisor along a divided highway to provide access to and from traffic in both directions will not be permitted unless it is determined that the operating characteristics of the highway system will be improved by such action. 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. MLS # PADE2042340 Requirements for traffic control devices shall be as follows: (1)Nonelectrically powered devices. Turnpike Website. (B)When the highway grade ascends at greater than 5.0%, sight distance may be increased by a factor of 1.7. See Figure 5. 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. Shelbourne Square Assocs., L.P. v. Exeter Township, 794 A.2d 946 (Pa. Cmwlth. The driveway pavement shall be at least four inches thick within the right-of-way. A description of each classification and typical examples of land uses normally associated with each follows: (i)Minimum use driveway, see Figure 7. Drainage pipe installed under driveways shall be at least 15 inches in diameter. f = Wet friction of pavement (average = 0.30). (f)Site requirements. (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. (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. (7)Disposition of materials. b. BRIDLE PATH SIGN (W11-104) The Bridle Path Sign (W11-104) shall be authorized for use along roads where a number of horses normally walk beside or cross the roadway.