6. TITLE: Amendments to the Larimer County Land Use Code and the Larimer County Road Manual

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1 6. TITLE: Amendments to the Larimer County Land Use Code and the Larimer County Road Manual REQUEST: APPLICANT: To make a number of changes to the adopted Larimer County Land Use Code and Road Manual. Larimer County STAFF CONTACT: Al Kadera File #05-CA0054 PC HEARING DATE: April 20, 2005 DISCUSSION: The current Larimer County Road Manual does not include any specifications for traffic control devices and street name signs. The Manual on Uniform Traffic Control Devices (MUTCD) is the governing standard for traffic control devices but additional standards are necessary to clarify standards specific to Larimer County. This amendment is intended to standardize the specifications for all traffic control and streets name signs in the rural portions of the County. The Urban Area Street Standards currently include specifications that apply in the urban portions of the County. This amendment will add a new Section 4.5 to the County Road Manual and two new plates (29 and 30) which contain illustrations. PROPOSED AMENDMENTS TO THE ROAD MANUAL AND THE LAND USE CODE: Add to Section 4 of the Larimer County Road Manual: 4.5 ROAD NAME SIGNS AND TRAFFIC CONTROL DEVICES A. General This section describes general signing design requirements for use in unincorporated Larimer County. All design and construction of signing shall be in conformance with this section and the current requirements of the Manual on Uniform Traffic Control Devices (MUTCD). If there are discrepancies between these standards and the MUTCD, the MUTCD will take precedence. For the purposes of this section, roads and streets mean the same thing. B. Traffic Signing 1. Type and Location of Signs

2 The County Engineer shall make the final determination regarding the type and location of signage controls within the right-of-way or access easement. These controls shall include traffic control signs, road name signs, delineators, and permanent barricades. 2. New Roadway Permanent signage, unless otherwise approved by the County Engineer, shall be completely in place before any new road or access easement is opened for use. 3. Sign Posts, Supports, and Mountings Sign posts and their foundations and sign mountings shall be constructed to hold signs in a proper and permanent position, to resist swaying in the wind or displacement by vandalism. Sign Post. The post shall be constructed in two sections: Anchor Sleeve. A 2-inch 12-gauge galvanized steel square stub section with holes, three (3) feet long, is driven into the ground 30 to 33 inches with 3 to 6 inches remaining above the final grade. The sign post system s material specification is Telspar 22F12A 03PG, or approved equal, 2-inch x 3 feet anchor post with holes. Post Section. A 1 ¾ -inch square galvanized steel post section with holes is inserted into the stub and bolted. The material specification is Telspar 20F12P-10PG, or approved equal, 1 ¾ -inch square 12-gauge 10-foot post with holes. Posts shall be installed 6 to 8 inches into the anchor (stub), which has 3 to 6 inches sticking out above the final grade. Post Bolts. Two 2-1/2-inch long, 3/8-inch hex head bolts are used to attach sign posts to sign anchor (stubs). These bolts shall be separated by one predrilled hole space and installed 90 degrees to one another. Sign Bolts. Signs are mounted to the post with a minimum of two bolts (5/16-inch with nylon and metal washers) or standard rivets (TL3806 EG, drive rivet) with nylon washers placed against the sign face. The bolt or rivet system is used to fasten signs to the square tube post. Other Sign Mounts. Streetlights and approved utility poles, when located appropriately, may be used for signs such as warning, parking, and speed limit signs. Streetlight locations should be checked for potential sign installation during the design process and shown on the sign plan sheets. Breakaway Post System. Posts must be of appropriate length to comply with MUTCD specifications for the location, must conform to CDOT Specification Section 614, and must meet the Federal breakaway standards.

3 4. Sign Reflectivity All traffic control signs must be fabricated with reflective materials. All reflective materials must meet the requirements of the current requirements of the MUTCD. All signs or traffic control devices must have a 7-year materials warranty. 5. Panel Gauge Aluminum blanks of.080 gauge are standard, except for signs larger than 36 x 36 inches, which shall be.100 or.125 gauge aluminum. C. Intersections 1. Street Name Sign General. All road name signs must conform to these standards, See Plate 29 and 30. If the intersection has a traffic signal, road name signs will be designated as part of the signal. Sign Assembly. All plates shall be installed with end bolts on all plates. There shall be two plates for each road, with a minimum of four plates per road sign assembly. For non-county maintained roads intersecting with numbered County roads, the only sign panels will be for the private road. There will not be any sign panels for the County road. Sign Face. Letter Size. Refer to the following table and Plate 29 and 30 for letter size specifications. Posted Speed Limit Letter Size Minimum Height of Sign Blank 25 mph or less 4 6, Lengths may vary Greater than 25 mph 6 Caps / 4.5 lower 8, Lengths may vary Multi-lane road greater than 40 mph 8 Caps / 6 lower 10, Lengths may vary * The minimum letter height for the PRIVATE designation is 1.5 inches Color. For all public and private roadways, including access easements, letters and numbers are to be white on a green background face. For all private roads, the word PRIVATE shall be included on the sign as shown on Plate 29 and 30. The colors shall not fade when exposed to an accelerated test of ultraviolet light equivalent to 5 years of outdoor exposure. No silk screened signs are permitted. Border. There shall be no borders on road name signs.

4 Road Name. Road name designations shall be obtained from the approved plat for a land division or shall otherwise be assigned by the County addressing coordinator. Change of Name. At the point where a road changes names from one section to the next, the change should be designated on the road name assembly by using directional arrows and will require two additional plates. No Outlet Signs. On any cul-de-sac, temporary dead-end road, or any other roads with only one access point a No Outlet (W14-2a) sign may be placed under the road name signs. The Road Manual does not apply to the Rural Land Use Process therefore the same document needs to be added to Section D.e. This will be a new Subsection 4. The two plates that are being added to the Road Manual will appear as exhibits in Section of the Land Use Code to guide applicants for Rural Land Plans. The Director of the Rural Land Use Center recommends the adoption of these standards D.e.4. ROAD NAME SIGNS AND TRAFFIC CONTROL DEVICES A. General This section describes general signing design requirements for use in unincorporated Larimer County. All design and construction of signing shall be in conformance with this section and the current requirements of the Manual on Uniform Traffic Control Devices (MUTCD). If there are discrepancies between these standards and the MUTCD, the MUTCD will take precedence. For the purposes of this section, roads and streets mean the same thing. B. Traffic Signing 1) Type and Location of Signs The County Engineer shall make the final determination regarding the type and location of signage controls within the right-of-way or access easement. These controls shall include traffic control signs, road name signs, delineators, and permanent barricades. 2) New Roadway Permanent signage, unless otherwise approved by the County Engineer, shall be completely in place before any new road or access easement is opened for use. 3) Sign Posts, Supports, and Mountings Sign posts and their foundations and sign mountings shall be constructed to hold signs in a proper and permanent position, to resist swaying in the wind or displacement by vandalism.

5 Sign Post. The post shall be constructed in two sections: Anchor Sleeve. A 2-inch 12-gauge galvanized steel square stub section with holes, three (3) feet long, is driven into the ground 30 to 33 inches with 3 to 6 inches remaining above the final grade. The sign post system s material specification is Telspar 22F12A 03PG, or approved equal, 2-inch x 3 feet anchor post with holes. Post Section. A 1 ¾ -inch square galvanized steel post section with holes is inserted into the stub and bolted. The material specification is Telspar 20F12P-10PG, or approved equal, 1 ¾ -inch square 12-gauge 10-foot post with holes. Posts shall be installed 6 to 8 inches into the anchor (stub), which has 3 to 6 inches sticking out above the final grade. Post Bolts. Two 2-1/2-inch long, 3/8-inch hex head bolts are used to attach sign posts to sign anchor (stubs). These bolts shall be separated by one predrilled hole space and installed 90 degrees to one another. Sign Bolts. Signs are mounted to the post with a minimum of two bolts (5/16-inch with nylon and metal washers) or standard rivets (TL3806 EG, drive rivet) with nylon washers placed against the sign face. The bolt or rivet system is used to fasten signs to the square tube post. Other Sign Mounts. Streetlights and approved utility poles, when located appropriately, may be used for signs such as warning, parking, and speed limit signs. Streetlight locations should be checked for potential sign installation during the design process and shown on the sign plan sheets. Breakaway Post System. Posts must be of appropriate length to comply with MUTCD specifications for the location, must conform to CDOT Specification Section 614, and must meet the Federal breakaway standards. 4. Sign Reflectivity All traffic control signs must be fabricated with reflective materials. All reflective materials must meet the requirements of the current requirements of the MUTCD. All signs or traffic control devices must have a 7-year materials warranty. 5. Panel Gauge Aluminum blanks of.080 gauge are standard, except for signs larger than 36 x 36 inches, which shall be.100 or.125 gauge aluminum.

6 C. Intersections 1. Street Name Sign General. All road name signs must conform to these standards, See Exhibits (Same as Plate 29 and 30 added to the Road Manual). If the intersection has a traffic signal, road name signs will be designated as part of the signal. Sign Assembly. All plates shall be installed with end bolts on all plates. There shall be two plates for each road, with a minimum of four plates per road sign assembly. For non-county maintained roads intersecting with numbered County roads, the only sign panels will be for the private road. There will not be any sign panels for the County road. Sign Face. Letter Size. Refer to the following table and Exhibits (Plate 29 and 30) same as added to the Road Manual) for letter size specifications. Posted Speed Limit Letter Size Minimum Height of Sign Blank 25 mph or less 4 6, Lengths may vary Greater than 25 mph 6 Caps / 4.5 lower 8, Lengths may vary Multi-lane road greater than 40 mph 8 Caps / 6 lower 10, Lengths may vary * The minimum letter height for the PRIVATE designation is 1.5 inches Color. For all public and private roadways, including access easements, letters and numbers are to be white on a green background face. For all private roads, the word PRIVATE shall be included on the sign as shown on Exhibits (Plate 29 and 30 added to the Road Manual). The colors shall not fade when exposed to an accelerated test of ultraviolet light equivalent to 5 years of outdoor exposure. No silk screened signs are permitted. Border. There shall be no borders on road name signs. Road Name. Road name designations shall be obtained from the approved plat for a land division or shall otherwise be assigned by the County addressing coordinator. Change of Name. At the point where a road changes names from one section to the next, the change should be designated on the road name assembly by using directional arrows and will require two additional plates.

7 No Outlet Signs. On any cul-de-sac, temporary dead-end road, or any other roads with only one access point a No Outlet (W14-2a) sign may be placed under the road name signs. PLANNING COMMISSION AND STAFF RECOMMENDATION: The Larimer County Planning Department and the Larimer County Planning Commissioners recommend to the Board of County Commissioners approval of the proposed amendments to the Larimer County Road Manual and the Larimer County Land Use Code. SUGGESTED MOTION: I move approval of the proposed amendments to the Larimer County Road Manual and the Larimer County Land Use Code.

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