17-15 Unpaved Trenching for Temporary Lead- in will be measured in horizontal linear feet of
trenching for placement of temporary lead -in cable installed and accepted . Measurement will be along the approximate centerline of the trench. Pa yment will be in linear feet. Paved Trenching (qty)(size) & (qty)(size) will be measured horizontal linear feet of trenching for underground conduit installation of each type furnished, installed and accepted. Measurement will be along the approximate centerline of the conduit system. Payment will be in linear feet. Plowing (qty)(size) & (qty)(size) will be measured horizontal linear feet of plowing for underground conduit installation furnished, i nstalled and accepted. Measurement will be along the approximate centerline of the conduit system. Payment will be in linear feet. Directional Drill (qty)(size) & (qty)(size) will be measured horizontal linear feet of directional drill for underground conduit installation furnished, installed and accepted. Measurement will be along the approximate centerline of the conduit system. Payment will be in linear feet. Bore and Jack (qty)(size) & (qty)(size) will be measured in horizontal linear feet of bore a nd jack for underground conduit installation furnished, installed and accepted. Measurement will be along the approximate centerline of the bore from junction box to junction box. Payment will be in linear feet. No measurement will be made of vertical segments, non -metallic conduit, metallic conduit, conduit sealing material, backfill, graded stone, paving materials, miscellaneous fittings, non-detectable marker tape, pull lines and seeding and mulching as these will be incidental to conduit installation. Conduit will be paid per linear foot based on quantity and size of conduits. An example is an installation of a single 1.25 inch HDPE conduit would be paid as: Directional Drill (1)(1.25") Linear Foot Payment will be made under: Pay Item Pay Unit Tracer Wire Linear Foot Unpaved Trenching (qty)(size) & (qty)(size) Linear Foot Unpaved Trenching for Temporary Lead -in Linear Foot Paved Trenching (qty)(size) & (qty)(size) Linear Foot Plowing (qty)(size) & (qty)(size) Linear Foot Directional Drill (qty)(size) & (qty)(size) Linear Foot Bore and Jack (qty)(size) & (qty)(size) Linear Foot 1716 -1 DESCRIPTION Furnish and install junction boxes (pull boxes) with covers, graded stone, grounding systems and all necessary hardware. 1716 -2 MATERIAL Refer to Division 10. Item Section Junction Box es 1098 -6 #57 or #67 Washed Stone 1005 Furnish m aterial, equipment and hardware under this section that is pre-approved on the ITS and Signals QPL available on the Department’s website. 1716 -3 CONSTRUCTION METHODS
17-16 Install standard size junction boxes as shown in the plan s and where underground splicing of
electrical cables is necessary. Install standard size ju nction boxes within 3 f eet of pole or pole foundation where transitioning from below ground to a riser assembly. Install standard size junction boxes within 5 f eet of each end of each lateral run of conduit for electrical cables. When lateral runs for electrical cables are greater than 150 f eet, install additional junction boxes to ensure distances between junction boxes does not exceed 150 f eet. Install oversized junction boxes for fiber -optic cables at locations shown in the plan s. Install all junction boxes a minimum of 4 feet from the centerline of any ditch. Provide real world coordinates for all junction boxes and equipment cabinets installed or used under this project. Provide the coordinates in feet units using the North Carolina State Plane coordinate system (1983 North American Datum also known as NAD ’83). Furnish coordinates that do not deviate more than 1.7 f eet in the horizontal plane and 3.3 f eet in the vertical plane. Global positioning system (GPS) equipment able to obtain the coordinate data within these tolerances may be used. Submit cut sheets on the GPS unit proposed to collect the data for approval by the Engineer. Provide both a digital copy and hard copy of all information regarding the location (including, but not limited to, man ufacturer, model number, and NCDOT inventory number) in the spreadsheet shown by example in Figure 1716-1. Place the hard copy in the signal cabinet and submit the digital copy to the Engineer. Figure 1716 -1. Spreadsheet. Submit coordinate information in a spreadsheet using the template below and in accord ance with this article . NCDOT Inv # Name Location Latitude Longitude Manufacturer Model # 05-0134 Equipment Cabinet US 70 at Raynor Rd./ Auburn- Knightdale 35.6873 -78.5500 McCain Type -332 05-0134 Junction Box # (Phase 2 Side) US 70 at Raynor Rd./ Auburn- Knightdale 35.6879 -78.5516 Quazite PG1118BA12(Box) PG118HA00(Cover) 05-0134 Junction Box # (Phase 2 Side) US 70 at Raynor Rd./ Auburn- Knightdale 35.6876 -78.5506 Quazite PG1118BA12(Box) PG118HA00(Cover) 05-0134 Junction Box # (Near Cabinet) US 70 at Raynor Rd./ Auburn- Knightdale 35.6873 -78.5501 Quazite PG1118BA12(Box) PG118HA00(Cover) 05-0134 Junction Box # (Phase 6 Side) US 70 at Raynor Rd./ Auburn- Knightdale 35.6873 -78.5486 Quazite PG1118BA12(Box) PG118HA00(Cover) 05-0134 Junction Box # (Phase 6 Side) US 70 at Raynor Rd./ Auburn- Knightdale 35.6876 -78.5493 Quazite PG1118BA12(Box) PG118HA00(Cover) 05-0134 Junction Box # (Phase 4 Side) US 70 at Raynor Rd./ Auburn- Knightdale 35.6879 -78.5503 Quazite PG1118BA12(Box) PG118HA00(Cover) 1716 -4 MEASUREMENT AND PAYMENT Junction Box (____) will be measured and paid in actual number of junction boxes of each size and type furnished, installed and accepted.