City of Frisco Engineering Standards

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SECTION 347113 BARRICADES, SIGNS, AND TRAFFIC HANDLING PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Barricades, Signs, and Traffic Handling in accordance with the Contract Documents. 1.02 REFERENCES A. TxDOT Item 502 B. TxDOT’s Standard Details included in the plans. C. City of Frisco’s General Notes PART 2 - PRODUCTS 2.01 MATERIALS A. All traffic control devices requiring reflective sheeting shall have Type C -high specific intensity sheeting for signs with white backgrounds and Type E -fluorescent prismatic sheeting for signs with orange backgrounds. PART 3 - EXECUTION 3.01 IMPLEMENTATION A. Refer to TxDOT Item 502. B. The Traffic Control Plan (TCP) shall be in accordance with the standard plan sheets WZ(BTS-1)-03 & WZ(BTS-2)-03 for signals, and as provided for in the latest edition of Texas Manual on Uniform Traffic Control Devices for Streets and Highways (TMUTCD). C. Barricades and warning signs, as appropriate, shall be placed at stockpiles to adequately warn motorists. At all stockpile sites that are less than 30 feet from the edge of any traveled lane, a Type III barricade shall be erected immediately in front of or at each end if required by the City. When a stockpile site equals or exceeds 100 feet in length, one object marker (OM- 2HP) per 100 feet shall be placed alongside the stockpile. D. All traffic control signs shall be clean and legible, and maintained clean and legible throughout the construction phases. E. The Contractor shall plan his or her work sequence in a manner that will cause the minimum interference with traffic during construction operations. Before beginning work, the Contractor shall submit, for approval by the City, a plan of construction operations outlining in detail a sequence of work to be followed, setting out the method of handling traffic along, across, and adjacent to work. City of Frisco May 2012 Standard Technical Specification Barricades, Signs and Traffic Handling 347113-1
F. If, at any time during construction, the Contractor's proposed plan of operation for handling traffic does not provide for safe, comfortable movement, the Contractor shall immediately change its operations to correct the unsatisfactory condition. G. Subject to the approval of the City and in accordance with the plans, portions of this project, which are not affected by or in conflict with the proposed method of handling traffic or utility adjustments, can be constructed during any phase. H. During construction, the Contractor shall furnish, place, and maintain vertical panels or drums as indicated in the plans along the edge of pavements and fills in accordance with the latest edition of TMUTCD. The vertical panels shall be supplemented with lights as directed by City. I. Barricades and signs shall be placed in such a manner as to not interfere with the sight distance of drivers entering the highway from driveways or side streets. To facilitate shifting, barricades and signs used in lane closures or traffic staging may be erected and mounted on portable supports. The designs of these supports shall be in compliance with current TxDOT and Texas MUTCD standards and are subject to the approval of the City. J. The Contractor shall provide and maintain flaggers at such points and for such periods of time as may be required to provide for the safety and convenience of public travel and contractor's personnel, and as shown on the plans or as directed by the city. These flaggers shall be located at each end of the lane closure and shall be properly attired. The two flaggers shall be in two-way radio contact with each other at all times. K. The Contractor will not be permitted to commence work on the road before sunrise and shall arrange his work so that no machinery or equipment shall be closer than 30 feet to the traveled roadway after sunset except as authorized by the City. The Contractor must comply with the City’s Noise Ordinance at all times. L. The Contractor shall keep traveled surfaces used in his hauling operation clear and free of dirt or other material. M. The use of rubber-tired equipment, licensed for operation on public highways, will be required for moving dirt and other materials along or across paved surfaces. N. Where the Contractor desires to move any equipment not licensed for operation on public highways on or across any pavement, the Contractor shall protect the pavement from all damage as directed by the City. O. No lane closures will be allowed prior to 9:00 a.m. or after 3:30 p.m., Monday through Friday unless otherwise directed by the City. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. This Item shall be measured on a Lump Sum (LS) basis or on a Monthly (MO) basis as indicated in the Contract Documents. City of Frisco May 2012 Standard Technical Specification Barricades, Signs and Traffic Handling 347113-2
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Engineering Standards The City of F
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Engineering Standards Table of Cont
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Engineering Standards SECTION 6 LAN
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Engineering Standards SECTION 1 - G
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Engineering Standards 1.03 Enforcem
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Engineering Standards C. Section 3
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Engineering Standards direct respon
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Engineering Standards D. Abandonmen
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Engineering Standards SECTION 2 - T
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Engineering Standards B. Roadway Ge
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Engineering Standards TABLE 2.1: Ge
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Engineering Standards Major Thoroug
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Engineering Standards TABLE 2.2: Mi
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Engineering Standards 5. Type A-A,
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Engineering Standards B. Roadway Ge
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Engineering Standards TABLE 2.1: Ge
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Engineering Standards Major Thoroug
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Engineering Standards TABLE 2.2: Mi
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Engineering Standards 5. Type A-A,
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Engineering Standards The ROW width
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Engineering Standards the approach
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Engineering Standards (600’) meas
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Engineering Standards b. A Type G r
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Engineering Standards c. Minimum st
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Engineering Standards Type A or B 1
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Engineering Standards Storage Lengt
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Engineering Standards D. Minimum De
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Engineering Standards Cross Street
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Engineering Standards 18' ROW 12' 1
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Engineering Standards I. Alley Grad
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Engineering Standards 9. Differenti
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Engineering Standards Criteria Driv
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Engineering Standards H. Driveways
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Engineering Standards 100' ROW 15'
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Engineering Standards thoroughfares
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Engineering Standards 46' - 0" 10'
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Engineering Standards B. Corner Vis
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Engineering Standards 4. Sight Line
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Engineering Standards 2.09 Traffic
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Engineering Standards 8. Street lig
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Engineering Standards E. The follow
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Engineering Standards the Director
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Engineering Standards Institute of
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Engineering Standards 2. The sectio
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Engineering Standards SECTION 3 - P
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Engineering Standards B. The subgra
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Engineering Standards 2. PVR-TxDOT
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Engineering Standards Section 3 - P
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Engineering Standards Table 3.1 - P
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Engineering Standards Section 4 - D
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Engineering Standards Table 4.2 She
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Engineering Standards 4. Coincident
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Engineering Standards Figure 1: Dow
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Engineering Standards 2. The City r
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Engineering Standards S n S e = Roa
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Engineering Standards 4. An emergen
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Engineering Standards F. The Inlet
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Engineering Standards • Column 37
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Engineering Standards 2. Laterals s
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Engineering Standards FIGURE 3 Stor
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Engineering Standards • Column 18
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Engineering Standards facility as p
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Engineering Standards Water feature
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Engineering Standards B. Supercriti
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Engineering Standards Section 4 - D
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Engineering Standards 4.12 Hydrauli
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Engineering Standards B. A Downstre
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Engineering Standards submittal as
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Engineering Standards Detention/Ret
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Engineering Standards SECTION 5 - W
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Engineering Standards 5.1.3 Separat
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Engineering Standards 3. PVC water
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Engineering Standards F. Fire hydra
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Engineering Standards 5.2 Wastewate
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Engineering Standards Under each sc
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Engineering Standards G. All mains
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Engineering Standards J. Pumps shal
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Engineering Standards 5.4 Easements
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Engineering Standards 3. Tunneling
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Engineering Standards Conditions Re
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Engineering Standards Section 6 - L
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Engineering Standards FIGURE 6.2: C
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Engineering Standards Section 7 - I
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Engineering Standards SECTION 8 - E
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Engineering Standards 8.03 Texas Co
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Engineering Standards C. Temporary
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Engineering Standards SECTION 9 - S
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Engineering Standards protection ag
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Engineering Standards c. Major stre
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Engineering Standards 1. Height. An
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Engineering Standards 1. Geometry (
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Engineering Standards b. Cast-in-pl
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Engineering Standards 13. E. Gravit
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Engineering Standards SECTION 10 -
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Engineering Standards The City requ
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Engineering Standards GN - General
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Engineering Standards verified to m
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Engineering Standards General Notes
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TS TECHNICAL SPECIFICATIONS TS - Te
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321123 Sand Bedding May 2012 321126
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SECTION 015813 PROJECT SIGN PART 1
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SECTION 017416 DUST CONTROL PART 1
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PART 2 - PRODUCTS Not used PART 3 -
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SECTION 032200 WELDED WIRE FABRIC P
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SECTION 033101 DRILLED SHAFT FOUNDA
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PART 1 - GENERAL 1.01 DESCRIPTION S
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SECTION 034100 CONCRETE STRUCTURES
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SECTION 071300 MOISTURE BARRIER PAR
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approved by the city. In any case,
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E. The service enclosure shall be m
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C. The assembly will contain either
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SECTION 265620 LUMINAIRE FIXTURE PA
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SECTION 270500 CONDUIT PART 1 - GEN
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PART 4 - MEASUREMENT AND PAYMENT 4.
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4.02 PAYMENT the revised quantity.
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SECTION 312323 SELECT FILL PART 1 -
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4.02 PAYMENT by the Contractor, the
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PART 3 - EXECUTION 3.01 INSTALLATIO
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SECTION 313600 GABIONS AND GABION M
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SECTION 321112 MOISTURE TREATED SUB
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SECTION 321113 LIME TREATMENT PART
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PART 3 - EXECUTION 3.01 EQUIPMENT T
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Minimum passing 3/4" sieve: Minimum
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inch and not more than 1.0 inch fro
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SECTION 321126 ASPHALT BASE COURSE
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SECTION 321216 HOT MIX ASPHALT PAVE
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PART 3 - EXECUTION 3.01 PREPARATION
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SECTION 321400 CONCRETE PAVERS PART
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SECTION 321645 DRIVEWAY APPROACH PA
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4.02 PAYMENT A. All work performed
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SECTION 321723 PAVEMENT MARKERS AND
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PART 4 - MEASUREMENT AND PAYMENT 4.
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3.03 WARRANTY REQUIREMENTS A. Each
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SECTION 328000 IRRIGATION SYSTEM PA
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GUARANTEE FOR LANDSCAPE IRRIGATION
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2.03 PIPE FITTINGS: A. PVC Sch. 40,
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B. Quick Coupling Valves: 1. 10 in
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B. Mainline and Lateral Piping: Ins
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PART 4 -MEASUREMENT AND PAYMENT 4.0
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SECTION 329119 TOPSOIL PART 1 - GEN
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2.02 FERTILIZER inch. Sod shall be
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3.04 PLANTING: receive subsequent a
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SECTION 329300 TREE, SHRUB, AND GRO
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3. Alternate to B&B: Plants grown i
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3.09 CLEANUP All excess soil, soil
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SECTION 329600 REMOVAL, PROTECTION
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SECTION 330131 WASTEWATER AND MANHO
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B. Refer to Public Works Constructi
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A. Shop drawings of the casing pipe
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Ventilation system shall provide a
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B. Section 331240 - Polyethylene En
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5. Apply a thin film of the lubrica
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Page 329 and 330: SECTION 331240 POLYETHYLENE ENCASEM
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Page 349 and 350: SECTION 334113 REINFORCED CONCRETE
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Page 365 and 366: SECTION 344140 TEMPORARY TRAFFIC SI
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Page 371 and 372: AM APPROVED MATERIALS LIST AM - App
Page 373 and 374: City of Frisco Approved Materials L
Page 385 and 386: Common Name Dwarf Crape Myrtle City
Page 387 and 388: SD STANDARD CONSTRUCTION DETAILS SD
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Page 393 and 394: STANDARD CONSTRUCTION DETAIL THOROU
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Page 397 and 398: OPTION 1 OPTION 2 STANDARD CONSTRUC
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Page 403 and 404: PLAN SECTION A-A STANDARD CONSTRUCT
Page 405 and 406: PLAN SECTION A-A STANDARD CONSTRUCT
Page 407 and 408: PLAN SECTION A-A SECTION B-B JOINT
Page 409 and 410: OPPOSING TRAFFIC GORE DETAIL NEUTRA
Page 411 and 412: TYPICAL INSTALLATION STANDARD CONST
Page 413 and 414: STANDARD CONSTRUCTION DETAIL STREET
Page 415 and 416: PLAN PROFILE STANDARD CONSTRUCTION
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INLET SECTION FOR RECESSED AND STAN
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CLASS "B" STANDARD CONSTRUCTION DET
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CLASS "B-1" STANDARD CONSTRUCTION D
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CLASS "G" STANDARD CONSTRUCTION DET
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STANDARD CONSTRUCTION DETAIL INFILT
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PLAN SECTION X-X STANDARD CONSTRUCT
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STANDARD CONSTRUCTION DETAIL HORIZO
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STANDARD CONSTRUCTION DETAIL THRUST
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STANDARD CONSTRUCTION DETAIL BUTTER
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” ” ” STANDARD CONSTRUCTION D
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STANDARD CONSTRUCTION DETAILS FIRE
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STANDARD CONSTRUCTION DETAIL RESIDE
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PLAN VIEW SECTION STANDARD CONSTRUC
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PLAN VIEW SECTION STANDARD CONSTRUC
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ELEVATION FIELD INSTALLATION DETAIL
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STANDARD CONSTRUCTION DETAIL PRECAS
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STANDARD CONSTRUCTION DETAIL VENTED
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STANDARD CONSTRUCTION DETAIL MANHOL
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PLAN VIEW INSTALLATION AND REMOVAL
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PROFILE VIEW SECTION X-X STANDARD C
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ELEVATION FIELD INSTALLATION DETAIL
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PLAN SECTION STANDARD CONSTRUCTION
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PLAN SECTION STANDARD CONSTRUCTION
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STANDARD CONSTRUCTION DETAIL CONCRE
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Engineering Standards APPENDIX A DE
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Engineering Standards Equal: Materi
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Engineering Standards LF LL LLDPE L
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City of Frisco Engineering Standards

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