Mo. Code Regs. Ann. tit. 7, § 10-3.010
PURPOSE: This rule provides a uniform system for regulating the location, construction, maintenance, removal, and relocation of utility facilities on the right-of-way of highways in the state highway system to provide for the public safety and to facilitate the construction and maintenance of these highways.
PUBLISHER’S NOTE: The secretary of state has determined that the publication of the entire text of the material which is incorporated by reference as a portion of this rule would be unduly cumbersome or expensive. This material as incorporated by reference in this rule shall be maintained by the agency at its headquarters and shall be made available to the public for inspection and copying at no more than the actual cost of reproduction. This note applies only to the reference material. The entire text of the rule is printed here.
(1) Application.
(2) Road Classification.
(3) Definitions and General Information.
which is often flexible or semirigid (one to three percent (1–3%) diametric deflection). The casing, or raceway, is separate from the cable or conductor which passes through it.
(4) Location and Relocation of Utility Lines.
(A) Interstate System or Other Freeways.
1. General policy.
ways of the interstate system or other freeways shall be installed, serviced, and maintained without entering or leaving the through-traffic roadways and ramps except at points approved by the department for that purpose and without parking any equipment or storing materials upon the medians, through roadways and ramps, or shoulders of the roadways.
ing parallel facilities shall be permitted only where an outer roadway exists and then only where access is permitted by the commission.
2. Roadway crossings of utilities.
for power transmission and distribution lines and for multiple circuit communication lines where an underground installation is not economically feasible. Supports for existing overhead crossing facilities may be located on the right-of-way near the right-of-way line. Supports for new overhead crossing facilities may be located on the right-of-way near the right-of-way line where an outer roadway exists and shall be located off the right-ofway where no outer roadway exists. Overhead service crossings are not permitted except as described in paragraph (4)(A)3.
be continuously encased under the through roadways, medians, ramps, and shoulder areas with the casing extending to the toe of the fill slopes or to the ditch line, and where installed by open trench through unpaved areas, have detector tape placed approximately one foot (1') above the encasement. Encasement will be used under high type outer roadways. Manholes or vent pipes will be located at the right-of-way line or adjacent to the outer roadway. Additional encasement requirements include the following:
the outer curb of the roadways a distance equal to the depth of the encasement at the curb line; and
from within six feet (6') of one right-of-way line to within six feet (6') of the other rightof-way line. Exceptions may be made for encasement as follows: non-fiber communication or electric cables installed in ducts; welded steel pipelines carrying gaseous or liquid petroleum products provided they are cathodically protected against corrosion, triple coated in accordance with accepted pipeline construction standards, and meet the applicable material requirements; natural gas distribution pipe (nominal six inches (6") diameter maximum) of polyethylene (PE) plastic, traceable, installed by a horizontal bore method at a minimum depth of seventytwo inches (72") under ditches and roadways, constructed in accordance with and meeting applicable material requirements; gas service connections of steel or copper, protected and constructed in accordance with and meeting Transportation Commission
applicable material requirements; and water service connections and crossings of copper two inches (2") inside diameter or less and meeting applicable material requirements.
isolated cases for residential or commercial establishments when the denial of these crossings would require construction of more than twelve hundred feet (1,200') of utility line to provide the service. Main or distribution line crossings shall be required to serve a general area other than isolated cases.
way may be permitted only where an outer roadway exists, provided that poles are within two feet (2') of the normal right-of-way line and underground facilities are within six feet (6') of the normal right-of-way line, and provided that the facility can be installed and maintained between the outer roadway and the right-of-way line, except that—
facilities that parallel an existing roadway which will be incorporated into the completed highway as an outer roadway may remain in place if all maintenance and service can be performed from an outer roadway and the existing location does not interfere with construction, maintenance, or operation of the completed highway;
existing road which will be incorporated into the completed highway, except as permitted in subparagraph (4)(A)4.A., shall be relocated to the normal right-of-way line—poles to be within five feet (5') and underground installations within six feet (6') thereof;
with multiple ducts may be filled with any type of communication cable until full; and
ed to be buried within six feet (6') of sight distance right-of-way lines at roadway intersections unless granted a variance. Overhead facilities may be allowed to span intersecting roadways with sight distance triangles (SDTs) provided the poles, or supports, are located outside the SDT.
ity supports will be located at right-of-way jogs, along intersecting road right-of-way or at other similar acceptable locations, so that encroachment is held to an absolute minimum.
may be considered individually and removed or left in place, contingent upon age, condition, feasibility of moving, and whether service and maintenance can be performed without entering or leaving the through roadways and ramps except at points provided for that purpose or without parking any equipment or storing materials upon the median, through roadways, ramps, or shoulders. Encasement for existing trunk sanitary sewer crossings may be required for questionable condition, protection during construction or heavy fills. Manholes are to be relocated to the right-ofway lines or adjacent to an outer roadway.
trunk sanitary sewer crossings of vitrified clay, reinforced concrete, or cast iron except when installation procedures would produce voids in the roadbed, heavy fills, or installations under pressure. Manholes are to be located off the right-of-way where possible or adjacent to an outer roadway.
8. Interchanges and separations.
within the limits of an interchange separation where planned or existing.
its of an interchange or separation will be permitted only along the minor road, provided that all construction, service, and maintenance can be performed from the minor road. Manholes and poles shall be located beyond the ramp termini.
9. Structures.
ted in or on a structure carrying an interstate road or other freeway.
ted in or on a structure carrying a minor road over an interstate road or other freeway except wires and then only when no other practical means exist for crossing. All such crossings shall be by agreement.
(B) High Type Roads (Limited but not Fully Controlled Access Right-of-Way).
shall be installed, serviced, and maintained without entering or leaving the highway except at approved access points, and without parking equipment and materials on the median, pavement, ramps, or shoulders, and without cutting or damaging the roadway surface or paved shoulders. New service connections to parallel facilities and service crossings shall be permitted only at access points granted by the commission.
2. Roadway crossings of utilities.
permitted provided the supports are located as near to the right-of-way line as possible. New overhead service crossings may be permitted in isolated cases for residential or commercial establishments where the denial of such crossings would require the construction of more than twelve hundred feet (1,200') of utility line to provide the same service. Supports for service crossings shall be located as near to the right-of-way line as possible.
be continuously encased under the through roadways, median, ramps, and shoulder areas with the casing extending to the toe of the fill slopes or to the ditch line, and where installed by open trench through unpaved areas, have detector tape placed approximately one foot (1') above the encasement. Encasement will be used under high type outer roadways. Manholes or vent pipes will be located at the right-of-way line or adjacent to the outer roadway. Additional encasement requirements include the following:
the outer curb of the roadways a distance equal to the depth of the encasement at the curb line; and
from within six feet (6') of one right-of-way line to within six feet (6') of the other rightof-way line. Exceptions may be made for encasement as follows: non-fiber communications and electric cables installed in ducts; welded steel pipelines carrying gaseous or liquid petroleum products, provided they are cathodically protected against corrosion, triple coated in accordance with accepted pipeline construction standards, and meet the applicable material requirements; natural gas distribution pipe (nominal six inches (6") diameter maximum) of polyethylene (PE) plastic, traceable, installed by a horizontal bore method at a minimum depth of seventytwo inches (72") under ditches and roadways, constructed in accordance with and meeting applicable material requirements; gas service connections of steel or copper, protected and constructed in accordance with and meeting applicable materials requirements; and water service connections and crossings of copper two inches (2") inside diameter or less and meeting applicable material requirements.
tions on the right-of-way will be permitted provided that poles are within two feet (2') of the normal right-of-way line and underground facilities are within six feet (6') of the normal right-of-way line except—
shall be placed within five feet (5') of the normal right-of-way line;
parallel an existing roadway which will be incorporated into the completed roadway may remain in place if all maintenance and service can be performed in accordance with provisions of paragraph (4)(B)1. and their existing location does not interfere with construction, maintenance, or operation of the completed highway;
(other than sanitary sewers) that parallel an existing roadway, which will be incorporated 7 CSR 10-3
into the completed roadway, may be left in place where it is impractical to relocate the facility provided that maintenance and service be performed without cutting or damaging the pavement or interfering with the construction, maintenance, and operation of the highway;
existing steel pipe transmission and distribution facilities for gaseous petroleum products that parallel an existing roadway, which will be incorporated into the completed roadway, may be left in place subject to an agreement by the utility company with the commission that maintenance or service, and facility expansion will be performed without cutting or damaging the pavement or interfering with the construction, maintenance, or operation of the highway and provided that the facility is cathodically protected against corrosion and meets the applicable material requirements;
utility supports will be located at right-of-way jogs, along intersecting road right-of-way, or at other similar acceptable locations, so that encroachment is held to an absolute minimum;
with multiple ducts may be filled with any type of communications cable until full; and
ed to be buried within six feet (6') of sight distance right-of-way lines at roadway intersections unless granted a variance to this policy. Overhead facilities may be allowed to span intersecting roadways with SDTs provided the poles, or supports, are located outside the SDT.
will be considered individually and removed or left in place contingent upon age, condition, feasibility, or moving and whether service and maintenance can be performed without damaging the roadway surfacing. If an existing parallel gravity main is left in place within the limits of the paved surface, paved shoulder lines or curb lines, stub mains as required shall be laid between the sewer main and curb or shoulder lines for future service connections in each block. Manholes shall be relocated outside the traveled roadway. Encasement for existing gravity trunk sanitary sewer crossings may be required for questionable condition, protection during construction, heavy fills, or installations under pressure.
trunk sanitary sewer crossings of vitrified clay, reinforced concrete, or cast iron pipe except when installation procedures would produce voids in the roadbed, heavy fills, or installations under pressure. Manholes are to be located as near the right-of-way line as practical.
6. Interchanges and separations.
within the limit of an interchange separation where planned or existing.
its of an interchange or separation will be permitted only along the minor road provided that all construction, service, and maintenance can be performed from the minor road. Manholes and poles shall be relocated beyond the ramp termini.
7. Structures.
ted in or on a structure carrying a limited access high type road.
ted except by agreement with the commission that includes any fees for increased maintenance costs involved in or on a structure carrying a minor road over a high type road except wires and then only where no other practical means exist for crossing.
(C) High Type Roads (Without Access Control).
1. General policy.
and maintained without cutting or damaging the roadway surface or paved shoulders except that in the event that underlying rock formations or other obstructions are encountered that prevent boring or pushing operations, special permission may be granted for pavement cuts when the need is established.
permit only. Permits will be issued only when it is impractical to otherwise service and maintain the facility.
2. Roadway crossings of utilities.
crossings are permitted provided the supports are located near the right-of-way lines.
shall be continuously encased under the through roadways, median, ramps, and shoulder areas with the casing extending to the toe of the fill slopes or to the ditch line, and where installed by open trench through unpaved areas, have detector tape placed approximately one foot (1') above the encasement. Encasement will be used under high type outer roadways. Manholes or vent pipes will be located at the right-of-way line or adjacent to the outer roadway. Additional encasement requirements include the following:
the outer curb of the roadway(s) a distance equal to the depth of the encasement at the curb line; and
from within six feet (6') of one right-of-way line to within six feet (6') of the other rightof-way line. Exceptions for encasement may be made as follows: non-fiber communication and electric cables installed in ducts; welded steel pipelines carrying gaseous or liquid petroleum products, provided they are cathodically protected against corrosion, triple coated in accordance with accepted pipeline construction standards, and meet the applicable material requirements; natural gas distribution pipe (nominal six inches (6") diameter maximum) of polyethylene (PE) plastic, traceable, installed by a horizontal bore method at a minimum depth of seventytwo inches (72") under ditches and roadways, constructed in accordance with and meeting applicable material requirements; gas service connections of steel or copper, constructed and protected in accordance with and meeting the applicable material requirements; and water service connections and crossings of copper two inches (2") inside diameter or less and meeting the applicable material requirements.
way will be permitted provided that poles are within two feet (2') of the normal right-ofway line and underground facilities are within six feet (6') of the normal right-of-way line except—
shall be within five feet (5') of the normal right-of-way line;
parallel an existing roadway, which will be incorporated into the completed roadway, may remain in place if their existing location does not interfere with construction, maintenance, or operation of the completed highway;
(other than sanitary sewers) that parallel an existing roadway, which will be incorporated into the completed roadway, may be left in place where it is impractical to relocate the facility provided that maintenance and service can be performed without cutting or damaging the pavement or interfering with the construction, maintenance, and operation of the highway;
existing steel pipe transmission, and distribution facilities for gaseous petroleum products that parallel an existing roadway, which will be incorporated into the completed roadway, may be left in place subject to an agreement by the utility company that maintenance, service, and facility expansion will be performed without cutting or damaging the pavement or interfering with the construction, maintenance, or operation of the highway and provided that the facility is cathodically protect- Transportation Commission
ed against corrosion and meets the applicable material requirements;
utility supports will be located at right-of-way jogs, along intersecting road right-of-way or at other similar acceptable locations, so that encroachment is held to an absolute minimum;
with multiple ducts may be filled with any type of communication cable until full; and
ed to be buried within six feet (6') of sight distance right-of-way lines at roadway intersections unless granted a variance to this policy. Overhead facilities may be allowed to span intersecting roadways with SDTs provided the poles, or supports, are located outside the SDT.
considered individually and removed or left in place contingent upon age, condition, feasibility of moving, and whether service and maintenance can be performed without damaging the roadway surfacing. If an existing parallel main is left in place within the limits of the paved surface, paved shoulder, or curb lines, stub mains as required shall be laid between the sewer main and curb or shoulder lines for future service connections in each block. Manholes, where necessary, shall be relocated outside the traveled roadway wherever practical. Encasement for existing trunk sanitary sewer crossings may be required for questionable condition, protection during construction, heavy fills, or installations under pressure.
trunk sanitary sewer crossings of vitrified clay, reinforced concrete, or cast iron except when installation procedures would produce voids in the roadbed, heavy fills, or installations under pressure. Manholes are to be located as near the right-of-way line as practical.
6. Structures.
ted in or on a grade separation structure except wires (communication, electric power, fiber, or metal) and then only where no other practical means exist for crossings.
on any structure except by agreement.
(D) Low Type Roads (Without Access Control).
1. Roadway.
tions interfering with construction, maintenance, or operation shall be relocated to within five feet (5') of the normal right-ofway line. Poles for new parallel surface installations shall be located within two feet (2') of the normal right-of-way line. Careful consideration shall be given to the location of guys, anchors, braces, and other supports. Generally, good design procedure will provide that these appurtenances be located at right-of-way jogs, along intersecting road right-of-way, or at other similar acceptable locations, so that encroachment is held to an absolute minimum.
installations interfering with construction, maintenance, or operation shall be relocated to as near the right-of-way line as practical. New parallel underground installations shall be located within six feet (6') of the normal right-of-way line. Existing telephone conduit systems with multiple ducts may be filled with any type of communication cable until full.
interfere with construction, maintenance, or operation shall be relocated with their supports as near the right-of-way line as is practical. New overhead crossing installations shall be located with their supports as near the right-of-way line as is practical.
crossings may be made by utilizing pavement cuts issued by permit. Permits will only be issued for pavement cuts when servicing and maintaining the facility by any other methods is impractical. Encasement with detector tape placed approximately one foot (1') above it, as provided in section (5), is required for fiber optic cable that extends from within six feet (6') of one right-of-way line to within six feet (6') of the other right-of-way line, pressure lines except welded steel pipelines carrying gaseous or liquid petroleum products provided they are cathodically protected against corrosion and natural gas distribution polyethylene (PE) plastic pipe of nominal six inches (6") diameter maximum bored a minimum of seventy-two inches (72") below the ditches meeting the applicable material requirements, sewers, and drains when crossing under the roadway using polyethylene, polyvinyl chloride (PVT), thermoplastic, asbestos cement, or acrylonitrile butadiene styrene (ABS) pipe material.
ed to be buried within six feet (6') of sight distance right-of-way lines at roadway intersections unless granted a variance to this policy. Overhead facilities may be allowed to span intersecting roadway with SDTs provided the poles, or supports, are located outside the SDT.
permitted except by agreement with the commission that includes any fees for increased maintenance costs involved in or on any structure or in or on a grade separation except wires (communication, electric power, fiber, or metal) and then only where no other practical means exist for crossings.
(E) Scenic Enhancement Areas.
above ground utility facilities within the limits of a scenic enhancement area impacted by construction or reconstruction shall be located underground or relocated beyond the limits of the scenic enhancement area unless such location or relocation is otherwise not authorized under this rule. No new above ground facilities will be permitted.
ground facilities will be permitted provided they do not extensively alter or impair the appearance of the area.
approval by the district utilities engineer for consideration of an acceptable alternate.
(9) Variance Process. Any utility authorized under section 227.240, RSMo, may apply for a variance. The process for requesting a variance is as follows:
(A) Utilities may submit to the district utilities engineer a written request for approval of a plan that does not conform to the requirements of this rule. The utility must clearly show the following:
this rule for which the variance is being requested;
believes warrants the granting of a variance;
son(s) for the requested variance, including safety, aesthetic, economical, or other data which apply to the request; and
tation of the barriers to installing the utility facility in accordance with this rule, how installing according to this rule would be adverse to the function, access, or maintenance of the utility and not in the best interest of the public;
(D) In determining whether to grant a variance, the department will consider all relevant factors, including, but not limited to, whether:
necessary for the convenience, safety, and/or welfare of the public; or
cial burden or other hardship on the specific applicant, or a physical impracticability that would result from the applicant’s compliance with the location/relocation provisions in this rule, that would be lessened by department approval of the requested variance; or
the safe construction, maintenance, or operations of the highway, or otherwise conflict with the purposes of the rule; or
mental to the public health, welfare, and/or public travel, traffic, or safety on the highway. (10) Utility Corridor Dimension. When considering if the current utility corridor is available to expand from six feet (6') to as much as twelve feet (12'), the commission delegates to the department the sole authority to determine if expansion is warranted. In making its determination, the department will consider the existing utilization of the original six feet (6') corridor. Poles must remain within two feet (2') of the normal right-ofway line. The utility corridor will only be expanded beyond six feet (6') if the original six feet (6') corridor is fully utilized and additional space would be required to accommodate additional utility facilities. Nothing in this rule requires the commission to acquire additional right-of-way. When considering a new underground utility facility within the expanded corridor, the available space shall be limited such that the distance from the ditch line to the proposed utility facility location shall be equal to or greater than the intended depth of the new utility facility installation, as described in the Definitions and General Information section of this rule.
AUTHORITY: section 226.020, RSMo 2016, and section 227.240, RSMo Supp. 2020.* Original rule filed Jan. 21, 1965, effective Jan. 31, 1965. Amended: Filed May 8, 1965, effective May 18, 1965. Amended: Filed Aug. 5, 1966, effective Aug. 10, 1966. Amended: Filed Aug. 15, 1967, effective Aug. 25, 1967. Amended: Filed Dec. 3, 1968, effective Dec. 13, 1968. Amended: Filed Jan. 20, 1970, effective Jan. 30, 1970. Amended: Filed April 8, 1971, effective April 18, 1971. Amended: Filed Nov. 22, 1972, effective Dec. 2, 1972. Amended: Filed Aug. 9, 1974, effective Aug. 19, 1974. Refiled: March 17, 1976, effective March 17, 1976. Rescinded and readopted: Filed May 12, 1978, effective Aug. 11, 1978. Amended: Filed Feb. 21, 1984, effective Aug. 15, 1984. Amended: Filed June 10, 1988, effective Nov. 11, 1988. Amended: Filed Aug. 8, 1997, effective Feb. 28, 1998. Amended: Filed Oct. 7, 2002, effective May 30, 2003. Amended: Filed Nov. 14, 2017, effective June 30, 2018. Amended: Filed Sept. 3, 2020, effective April 30, 2021.
*Original authority: 226.020, RSMo 1939 and 227.240, RSMo 1939, amended 2005, 2006, 2018.