627.01 627-1 SECTION 627 PAVEMENT MARKING DESCRIPTION
627.01 This work consists of furnishing and applying pavement marking, and furnishing,
installing, and removing temporary pavement marking per these specifications, the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD), the Colorado supplement thereto, and in conformity to the lines, dimensions, patterns, locations and details shown on the plans or established. MATERIALS
627.02 Materials shall conform to the requirements of the following subsections:
Paint 708.05 Glass Beads 713.08 Modified Epoxy Pavement Marking Material 713.17 Thermoplastic Marking Material 713.12 Pavement Primer 708.07 Preformed Plastic Pavement Marking Material 713.13 Pavement Marking Tape 713.15 Pavement Marking Tape (Removable) 713.16 Raised Pavement Marker 713.18 Preformed Thermoplastic Pavement Marking Material 713.14 Methyl Methacrylate Pavement Marking Material 713.19 CONSTRUCTION REQUIREMENTS
627.03 General. All pavement markings shall be placed per the following requirements. When
the term “full compliance” is used, it means the pavement markings shall meet the requirements of Standard Plan S -627-1.
a.Pavement Marking Plan. When pavement -marking location details are not provided in the Contract, the Contractor shall submit a layout of existing conditions to the Engineer for approval or modification. This layout is to be used as the final pavement -marking plan.
b.Roadways Closed to Traffic During Construction . Full- compliance final markings shall be in place before opening the roadway to traffic. Pavement markings on detour routes shall be full- compliance markings.
c.Roadways Constructed Under Traffic. Full compliance final pavement markings shall be placed within two weeks after final surfacing is completed. Full compliance pavement markings shall also be placed on any roadways opened to traffic when the project pavement work is discontinued for more than two weeks.
d.Temporary Pavement Markings. Temporary pavement markings and control points for the installation of those pavement markings for roadways that are being constructed under traffic shall be installed as follows: 627.04 627- 2 1. When one roadway of a normally physically divided highway is closed, and a crossover is constructed, full -compliance pavement markings shall be placed along the tapers and through the median crossovers to the two -way traffic section. Pavement markings through the two -way traffic section shall be as shown on the plans. All temporary paved roadways shall have full -compliance centerline, lane line, and edge line markings before they are open for traffic. Upon removal, markings applied to a final surface shall not leave a scar that conflict with permanent markings.
2.The following criteria apply to all construction on roadways open to traffic other than (d)1. above: Full-compliance centerline , lane line, and edge line temporary markings shall be in place at the end of each workday . No-passing zone restrictions shall be identified by full compliance no-passing zone markings. No -passing zone markings shall be in place daily. Temporary pavement stencils (SCHOOL, RR Xing, etc.) are not required unless specified in the plans. Temporary pavement markings shall be installed according to the manufacturer’s recommendations in such a way that the markings adequately follow the desired alignment.
3.Control Points consisting of 4 -inch by 1 -foot marks at 40- foot intervals may be placed as guide markers for the installation of temporary or final pavement markings. Raised flexible pavement markers may be substituted for these marks. Control points shall not be used as a substitute for any required marking.
e.Pavement Marking for Seal Coats (Section 409).
1.Raised flexible pavement markers, suitable for use on seal coats, shall be installed as follows: No-passing zones shall be marked with two markers placed side- by-side at 40 -foot intervals throughout the zone. Passing zones shall be marked with one marker at 40 -foot centers. Closer spacing shall be used on curves, as deemed appropriate. Raised flexible pavement markers, installed on 40 -foot centers, may also be used to mark lane lines through multi -lane roadway sections. Auxiliary lanes and shoulder lines may be marked with flexible markers on 80 -foot centers or as appropriate.
2.Full-compliance final pavement markings shall be placed within one week of completion of the seal coat project.
627.04 Pavement Marking with Low Temperature Acrylic Paint and High Build Acrylic
Paint. Striping shall be applied on asphalt or portland cement concrete pavements when the air and pavement temperatures are as follows: for high -build waterborne paint, at least 45 °F and expected to remain 45 °F or above for at least 24 hours; for low temperature waterborne paint, at least 35 °F and expected to remain 35 °F or above for at least 24 hours. The pavement surface shall be dry and clean, and free of all latent materials, per the manufacturer’s recommendations. Weather conditions shall be conducive to satisfactory results. 627.04 627-3 Glass beads shall be applied into the paint by means of a low pressure, gravity drop bead applicator. The Contractor shall use equipment that meets the following requirements, as approved:
1.Equipment shall permit traffic to pass safely within the limits of the roadway surface and shoulder while operating.
2.Equipment shall be designed for placement of both solid and broken line stripes with a reasonably clean -edged stripe of the width and location as shown on the contract and no overspray on the road surface.
3.Equipment shall have a glass bead dispenser directly behind and synchronized with the paint applicator. Each applicator shall have individual control and automatic skip control that will paint a strip with a gap as shown in the Contract.
4.The equipment may be equipped with a heat exchanger to heat the paint to reduce drying time.
5.The operation shall include a trailing vehicle equipped with a flashing arrow board. The Contractor shall prevent traffic from crossing a wet stripe. Stripes that have been marred or picked up by traffic before they have dried shall be repaired at the Contractor’s expense. Removal of paint from vehicles that crossed wet paint shall be at the Contractor’s expense. The water -based paint and stripes shall fall within the following minimum and maximum ranges: Table 627- 1 MINIMUM AND MAXIMUM RANGES OF PAINT AND STRIPES Description Units Pavement Marking Paint Low Temp Pavement Marking Paint High Build Pavement Marking Paint High Build (Temporary) Alignment Lateral Deviation 2.0 inch per 200 feet Max 2.0 inch per 200 feet Max 2.0 inch per 200 feet Max Coverage Rate Sq Ft per Gallon 89-94 67-70 100-105 Thickness Mil 17-18 23-24 15-16 Width Inches Per Plans ± 0.25 Per Plans ± 0.25 Per Plans ± 0.25 Dry Time Minutes 5-10 7-12 5-10 Beads Application Rate, lbs./gal 7-8 9-10 7-8
6.High Build (Temporary) shall only be used for temporary pavement marking applications. Equipment shall have a bead dispenser directly behind, synchronized with the paint applicator and shall be capable of painting a clean -edged stripe of the designated width plus or minus 1/4 inch with no overspray on the road surface. For centerlines and lane lines, an automatic skip control shall be used. Machines having multiple applicators shall be used for centerlines with “no passing zones.” In areas where machines are not practical, su itable hand -operated equipment shall be used as directed by the Engineer . Stripes shall be protected until dry. 627.05 627- 4 627.05 Modified Epoxy Pavement Marking . The modified epoxy pavement -marking compound shall be applied with equipment that will precisely meter the two components in the ratio given in subsection 713.17(a). The equipment shall automatically shut off or warn the operator if one component is not being mixed. The equipment shall produce the required amount of heat at the mi xing head and gun tip to provide and maintain the temperatures specified. Before mixing, the individual components A and B shall each be heated to a temperature of 80 to 140 °F . After mixing, the application temperature for the combined material at the gun tip shall be 80 to 140 °F . The 140 °F upper limit is the maximum temperat ure under any circumstances. Both pavement and air temperatures shall be at least 35 °F at the time of modified epoxy pavement marking application. The surface areas of new portland cement concrete pavement and decks that are to receive markings shall be waterblasted before placement of the modified epoxy pavement marking. The amount of waterblasting shall be sufficient to remove all dirt, laitance, and curing compound residue. The surface areas of new asphalt pavement, existing asphalt pavement, and existing concrete pavement that are to receive markings shall be cleaned with a high -pressure air blast to remove loose material before placement of the modified epoxy pavement marking. Should any pavement become dirty, from tracked mud etc. as determined by the Engineer , it shall be cleaned before the placement of the modified epoxy pavement marking. When recommended by the modified epoxy manufacturer, a high-pressure water blast integrated into the gun carriage shall be used to clean the pavement surface before modified epoxy pavement marking application. The water blast shall be followed by a high - pressure air blast to remove all residual water, leaving only a damp surface. Modified epoxy pavement marking shall be applied to the road surface according to the modified epoxy manufacturer’s recommended methods at the application rate or coverage shown below. Glass beads shall be applied into the modified epoxy pavement marking by means of a low pressure, gravity drop bead applicator. Modified e poxy pavement marking and beads shall be applied within the following limits: Table 627 -2 APPLICATION RATE OR COVERAGE PER GALLON OF MODIFIED EPOXY PAVEMENT MARKING Rate Minimum Maximum 18 mil Marking 85 sq. ft. 90 sq. ft. Beads 23 lbs.
627.06 Thermoplastic Pavement Marking .
a.Equipment -General. The material shall be applied to the pavement by an extrusion method where one side of the shaping die is the pavement and the other three sides are contained by or are part of suitable equipment for heating, mixing, and controlling the flow of the material. 627.06 627-5 The equipment shall be constructed to provide continuous mixing and agitation of the material. Conveying parts of the equipment between the main material reservoir and the shaping die shall be so constructed as to prevent accumulation and clogging. All parts of the equipment that come in contact with the material shall be easily accessible and exposable for cleaning and maintenance. All mixing and conveying parts up to and including the shaping die, shall maintain the material at the plastic temperature. The equipment shall be so constructed as to assure continuous uniformity in the dimensions of the stripe. The applicator shall provide a means for cleanly cutting off square stripe ends and shall provide a method of applying "skip" lines. The use of pans, aprons or sim ilar appliances that the die overruns will not be permitted under this specification. Beads for the surface of the completed stripe shall be applied by an automatic bead dispenser attached to the applicator in such manner that the beads are dispensed almost instantly upon the completed line. The bead dispenser shall be equipped with an auto matic cutoff control synchronized with the cutoff of the thermoplastic material. The equipment shall be so constructed as to provide for varying die widths to produce varying widths of traffic markings. The equipment shall be so designed to permit agitation of the material to prevent scorching, discoloration or excessive high temperatures of any part of the material. A special kettle shall be provided for melting and heating the composition. The kettle shall be equipped with an automatic thermostatic control device so that heating can be done by controlled heat transfer liquid rather than direct flame. The applicator and kettle shall be so equipped and arranged as to satisfy the requirements of the National Fire Underwriters. The equipment shall be so equipped as to permit preheating of the pavement immediately before application of the material. The applicator shall be mobile and maneuverable to the extent that straight lines can be followed, and normal curves can be made in a true arc.
b.Types of Equipment .
1.Portable Applicator. The portable applicator shall be a device typically used for painting crosswalk lines, stop bars, short lane lines and short centerlines . The applicator shall be easily maneuverable and capable of being propelled by the operator.
2.Mobile Applicator. The mobile applicator shall contain equipment to provide for automatic installation of skip lines in any combination of line and skip up to 40 feet. The mobile applicator shall be moved in conjunction with the melting and heating kettles in such a manner as to provide continuous highway operation of the kettles and the mobile applicator as an integral unit.
3.Epoxy Primer Equipment. The epoxy primer application shall be accomplished using equipment having the following features: 627.07 627- 6 A. The main storage tank shall be equipped with a visible gauge that will allow the Engineer to readily ascertain the rate of application.
B.The main storage tank shall be equipped with a heating device that will maintain the epoxy at a constant efficient temperature.
C.The spray nozzle and epoxy spray shall be protected from the action of wind to ensure placement where needed.
4.Cleaning Equipment . Equipment must be provided to ensure removal of laitance, dust, debris, paint and other foreign matter from the road surface immediately before the installation of the composition, or immediately before the application of primer.
c.Application. The stripe shall be applied to the pavement to either the right or left of the application unit, dependent upon roadway lane being used. The unit shall not occupy more than one lane of roadway while operating. The finished lines shall have well defined edges and be free of waviness. All of the equipment necessary to the preheating and application of the material shall be so designed that the temperature of the material can be controlled within the limits necessary to its pourability for good application. At the time of installation of thermoplastic materials, the pavement shall be clean, dry, and free of laitance, oil, dirt, grease, paint or other foreign contaminants. Pavement and ambient temperatures shall be at least 50 °F . An epoxy resin primer conforming to subsection 708.07 shall be applied to all pavement surfaces before the application of the thermoplastic pavement marking. The marking material shall not be applied until the epoxy resin primer reaches the tacky stage, approximately 15 minutes under normal conditions. An infrared heating device may be employed to shorten the curing time of the epoxy. To ensure the best possible adhesion, the marking material as specified, shall be installed at the manufacturer's recommended temperature. The minimum thickness of thermoplastic lines as viewed from a lateral cross section shall not be less than 3/32 inch at the edges, or less than 1/8 inch at the center. Measurements shall be taken as an average throughout any 36 -inch section of the line. The material, when formed into traffic stripes, must be readily renewable by placing an overlay of new material directly over an old line of compatib le material. Such new material shall bond itself to the old line in such a manner that no splitting or separation takes place. Glass beads shall be applied to the thermoplastic pavement marking by means of a low pressure, gravity drop bead applicator at a rate of 10 pounds per 100 square feet, minimum.
627.07 Methyl Methacrylate Pavement Marking. Methyl methacrylate pavement marking
shall be installed per manufacturer’s recommendations. The Contractor shall use installation equipment , materials, equipment technicians and operators recommended by the manufacturer. 627.08 627-7 Methyl methacrylate pavement markings shall be applied to the road surface according to the manufacturer’s recommended methods at 60 -mil minimum thickness. Glass beads shall be applied using a double drop bead application system. The first bead applicator shall apply glass beads at the rate of 3.2 pounds per square yard (10 pounds per gallon) minimum, and 1.9 pounds per square yard (6 pounds per gallon) minimum for the second bead applicator. Methyl methacrylate pavement marking, and beads shall be applied within the following limits: Table 627-3 APPLICATION RATE OR COVERAGE PER GALLON OF METHYL METHACRYLATE PAVEMENT MARKING Rate Minimum Maximum Methyl Methacrylate Pavement Marking 26 sq ft 28 sq ft First Bead Applicator 10 lb -- Second Bead Applicator 6 lb --
627.08 Preformed Plastic Pavement Marking. This retroreflective preformed plastic strip
shall be suitable for application on asphaltic or portland cement concrete pavement. The strip shall be applied at the locations called for on the plans or as directed. If recommended by the manufacturer, an epoxy resin primer conforming to subsection 708.07 shall be applied to all pavement surfaces before the application of the preformed plastic pavement marking. The surface of the pavement shall be clean, free of loose foreign material, dry and have no moisture for a minimum of 48 hours before application of the markings. The air and surface temperature shall be a minimum 40 °F or as recommended by the manufacturer. The marking strip as applied shall be in good appearance, free of cracks and the edges shall be true and straight. The preformed plastic pavement marking shall be Type I, Type II, or Type III as shown on the plans. Before beginning installation operations, the Contractor shall submit to the Engineer instructions from the performed plastic pavement manufacturer detailing surface preparation, grooving requirements and material application. The instructions shall include the following:
1.Equipment Requirements.
2.Approved Work Methods and Procedures.
3.Material Application Temperature Requirements.
4.Ambient Air and Surface temperature Requirements.
5.Weather Limitations.
6.Special Precautions.
7.Any other requirements necessary for successful installation and satisfactory performance of the material. 627.08 627- 8 The Contractor shall secure from the manufacturer all warranties and guarantees with respect to materials, workmanship, performance, or combination thereof, and shall include these warranties and guarantees with the Certification of Compliance. Materials supplied without installation instructions or with incomplete instructions will not be accepted for use. Unless otherwise shown on the plans, typical pavement markings shall conform to the shapes and sizes as shown on Standard Plan S -627-1. The Contractor shall make all arrangements to have a manufacturer -trained installer of the manufacturer’s products on- site during the placement of preformed plastic pavement marking to ensure proper installation. A minimum of two weeks before the placement of the preformed plastic pavement marking, the Contractor shall submit written documentation of the installer’s qualifications and training in the installation of preformed plastic pavement marking. Upon completion of the work, the Contract or shall obtain and submit to the Engineer written documentation from the manufacturer -trained installer certifying that the product was installed in full compliance with this specification and manufacturer’s recommendations. The preformed plastic pavement marking shall be inlaid on new and existing pavements as shown in the Contract. The material shall be usable for patching worn areas of the same type according to the manufacturer’s recommendations. The Contractor shall not perform wet cutting of pavement unless otherwise directed. Application and removal of temporary pavement marking associated with wet cutting of pavement shall be at the Contractor’s expense. The preformed plastic pavement marking shall conform to pavement contours by the action of traffic, and shall be applicable on new, dense, and open graded asphalt wearing courses during the paving operations according to the manufacturer’s recommendations. After application, the markings shall be immediately ready for traffic.
a.Inlaid Preformed Plastic Pavement Marking. The grooved width for inlaid preformed plastic pavement marking is called for in the Contract. The grooved width shall be the pavement marking width plus 1 inch, with a tolerance of plus or minus 1/4 inch. The depth of the grooves shall be 130 mils plus or minus 5 mils. Groove position shall be a minimum of 2 inches from the edge of the pavement marking to the longitudinal pavement joint. Grooving shall not be performed on bridge decks with Polyester Polymer Concrete Overlays. The bottom of the groove shall have a smooth, flat finished surface. The spacers between blade cuts shall be such that there will be less than a 10- mil rise in the finished groove between the blades. Grooves shall be clean, dry and free of laitance, oil, dirt, grease, paint or other foreign contaminants. The Contractor shall prevent traffic from traversing the grooves, and re- clean grooves, as necessary, before application of the preformed plastic pavement markings.
b.Reserved. 627.09 627-9 627.09 Preformed Thermoplastic Pavement Marking. The markings shall consist of a resilient white or yellow thermoplastic product with glass beads uniformly distributed throughout the entire cross- sectional area. Legends and symbols shall be capable of being affixed to bituminous pavements by heating. The markings shall conform to pavement contours, breaks and faults through the action of traffic at normal pavement temperatures. The material shall have resealing characteristics with the capability of fusing with itself and previously applied thermoplas tic markings under normal use. The preformed thermoplastic markings shall be packaged in a protective plastic film with cardboard stiffeners where necessary to prevent damage in transit. The carton in that the material is packed shall be clearly labeled for ease of identification.
a.Application . Application temperature shall be as recommended by the manufacturer. The pavement and air temperature shall be as recommended by the manufacturer at the time of application. The materials shall be applied using a heating method recommended by the manu facturer. The Contractor shall provide the Engineer a copy of the manufacturer's installation recommendations before beginning the work. The pavement shall be clean, dry and free from debris. The preformed thermoplastic markings may be installed on top of existing thermoplastic markings after all loose material has been removed. The preformed thermoplastic markings sh all not be installed on top of existing preformed plastic pavement markings without first removing the existing markings to a depth that ensures removal of the adhesive backing of the preform ed plastic. It shall not be installed on top of pavement marking paint without first removing the paint.
b.Equipment . The Contractor shall use a heating method specifically recommended by the manufacturer for the installation of preformed thermoplastic markings.
627.10 Pavement Marking Tape. Retroreflective tape shall be suitable for temporary use on
asphaltic or portland cement concrete pavements. The tape shall be applied at the locations shown on the plans or as directed. The tape shall conform to subsection 713.15. The surface that the tape is applied shall be clean, dry and free of dirt, oils and grease. The tape shall be pressed down immediately after application, until it adheres properly and conforms to the surface. Temporary marking tape sections longer than 1 foot shall be rem oved before placement of the final pavement course. All tape shall be removed on sections where tape conflicts with revised traffic lanes before opening of new lanes to traffic. Pavement marking tape (removable) shall be installed per the manufacturer's recommendations and maintained throughout the required construction phase at no additional cost to the Department .
627.11 Raised Pavement Markers. Raised pavement markers (temporary) shall be installed on
centerlines , edge lines, and lane lines where specified in the Contract. Single markers shall be installed at 5 -foot intervals for solid lines. A group of four markers at 3 -foot spacings and at 40 - foot intervals shall be installed for skip lines. Markers supplementing lines shall be installed at the spacing shown on the plans. Raised pavement markers (temporary) shall be installed per the manufacturer's recommendations and shall be maintained throughout the required construction phase at the Contractor ’s expense. 627.12 627- 10 METHOD OF MEASUREMENT
627.12 The types of pavement marking described will be measured by the following units,
complete -in-place and accepted. Pavement marking paint will be measured by the number of gallons used including glass beads. Material used in excess of coverage limit prescribed will not be measured. Modified epoxy pavement marking, polyurea, and methyl methacrylate pavement marking will be measured by the total number of gallons of components A and B used including glass beads. Material used in excess of coverage limit prescribed will not be measured. Thermoplastic pavement marking , preformed thermoplastic pavement marking, and preformed plastic pavement marking will be measured by the square foot. The unmarked spaces between markings will not be included in the overall measurement. The amount of pavement marking tape to be measured will be the linear feet of the specified width tape applied. Gaps in marking will not be measured for payment. Raised pavement marker (temporary) will be measured as a unit in place and shall include all adhesive necessary for installation. Removal of the raised pavement marker shall be included in the work. Pavement word and symbol markings, transverse and longitudinal crosswalk lines, and stop lines will not be measured, but shall be the quantities, in square feet, designated in the Contract; except measurements will be made for revisions requested by the Engineer . The unmarked spaces within these markings will not be included in the measurement. BASIS OF PAYMENT
627.13 The accepted quantities will be paid for at the contract price per unit of
measurement for each of the pay items listed below that appear in the bid schedule. Payment will be made under: Pay Item Pay Unit Pavement Marking Paint Gallon Pavement Marking Paint (High Build) Gallon Pavement Marking Paint (High Build)(Temporary) Gallon Pavement Marking Paint (Low Temperature) Gallon Modified Epoxy Pavement Marking Gallon Methyl Methacrylate Pavement Marking Gallon Thermoplastic Pavement Marking Square Foot Preformed Plastic Pavement Marking (Type __) (Inlaid)Square Foot Preformed Plastic Pavement Marking (Word -Symbol) (Type I) (Inlaid) Square Foot Preformed Plastic Pavement Marking (Xwalk -Stop Line) (Type I) (Inlaid) Square Foot ____Inch Pavement Marking Tape Linear Foot Pavement Marking Tape (Removable) Linear Foot Raised Pavement Marker (Temporary) Each 627.13 627-11 Pavement Marking Paint (Word -Symbol) Square Foot Pavement Marking Paint (Xwalk -Stop Line) Square Foot Thermoplastic Pavement Marking (Word -Symbol) Square Foot Thermoplastic Pavement Marking (Xwalk -Stop Line) Square Foot Preformed Thermoplastic Pavement Marking Square Foot Preformed Thermoplastic Pavement Marking (Word- Symbol) Square Foot Preformed Thermoplastic Pavement Marking (Xwalk -Stop Line) Square Foot Waterblasting will not be measured and paid for separately but shall be included in the work. Glass beads and cleaning with high -pressure water blast or air blast shall be included in the cost of the work. Each authorized application of temporary pavement marking will be measured and paid for at the contract unit price for the type of material used. Control points and Contractor pavement marking plans will not be measured and paid for separately but shall be included in the work. All costs associated with having the Preformed Plastic Pavement Marking manufacturer - trained installer on -site and providing the documentation will not be measured and paid for separately but shall be included in the work. 627.13 627- 12 THIS PAGE INTENTIONALLY LEFT BLANK 629.01 629-1 SECTION 629 SURVEY MONUMENTATION DESCRIPTION
629.01 This work consists of locating, preserving, referencing, installing and restoring land
monuments, such as Primary Co ntrol monuments from which the r ight of way or any land boundary will be calculated, described or monumented, Public Land Survey System (PLSS) monuments, General Land Office (GLO) monuments, Bureau of Land Management (BLM) monuments, Mineral Survey (MS) monuments, Right- of-way (ROW) monuments, property boundary monuments, easement monuments, and other monuments that are required by law or regulation to be established and recorded by a Professional Land Surveyor (PLS), and the determination of any land boundary, shall be done per Section 629, under the supervision of a PLS who is experienced and competent in Right of Way and boundary surveying and licensed in the State of Colorado. All such monuments included in this section shall be established per the applicable and most recent editions of the Department of Interior’s Manual of Surveying Instructions (BLM Manual), Colorado Revised Statutes (CRS), Colorado State Board of Licensure for Professional Engineers and Land Surveyors (State Board) Rules and Policies, the Memorandum of Understanding (MOU) with the State Board and CDOT , and the CDOT Survey Manual, under the supervision of a PLS who is experienced and competent in Right of W ay and boundary surveying and licensed in the State of Colorado. The PLS shall be available to review work, resolve problems, and make decisions in a timely manner. Unless specified otherwise in the contract, all survey procedures shall be in conformance with the CDOT Survey Manual. MATERIALS AND EQUIPMENT
629.02 The Contractor shall furnish all personnel, survey equipment , safety equipment,
materials, and traffic control necessary to perform the required monumentation and related surveying. Monuments and monument boxes will be furnished by the Department. The various types of monuments and monument boxes shall be constructed according to the details shown on Standard Plan M -629-1. The Contractor shall furnish all labor, survey tools, equipment , and incidental materials such as but not limited to concrete , grout, asphal t caulk, glue, epoxy, nails, stakes, lath, and replacement monuments of the variety not included on the Standard Plan M -629-1. All surveying equipment , including Electronic Distance Measuring Instruments (EDM I), total stations, levels, rods, tapes, tripods, tribrachs, and Global Positioning System (GPS) receivers and equipment, shall be checked and calibrated per the Colorado Department of Transportation (CDOT) Survey Manual, Chapter 6, Section 6.1.10, and documented in the survey records before the start of work and every six months thereafter. EDMI and total stations shall be checked and calibrated on a National Oceanic and Atmospheric Administration/ National Geodetic Survey (NOAA / NGS) calibrated baseline per the CDOT Survey Manual, Chapter 2, Section 2.1 and 2.2, and documented in the survey records before the start of work and every six months thereafter.
Source: Colorado Standard Specifications for Road and Bridge Construction, 2023 Edition. Pages 777–788 of 943.