City of Frisco Engineering Standards

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SECTION 034105 CONCRETE STRUCTURES – PRECAST (TxDOT) PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Concrete Structures – Precast (TxDOT) in accordance with Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges Item 424. 1.02 REFERENCES A. TxDOT Item 424 B. TxDOT Item 425 C. TxDOT Standard Details included in the plans. PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to TxDOT Item 424. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to TxDOT Item 424. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to TxDOT Item 424 or as indicated in the Contract Documents. 4.02 PAYMENT A. Refer to TxDOT Item 424 or as indicated in the Contract Documents. END OF SECTION City of Frisco May 2012 Standard Technical Specification Concrete Structures – Precast (TxDOT) 034105-1
SECTION 071300 MOISTURE BARRIER PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Moisture Barrier. 1.02 REFERENCES A. Project’s Subgrade Investigation and Pavement Design Report (if available). 1.03 RELATED SECTIONS A. Section 321112 - Moisture Treated Subgrade PART 2 - PRODUCTS 2.01 MATERIALS A. The moisture barrier shall consist of a minimum 10 mil polyethylene sheeting. Covered with at minimum 8 inches of lightly compacted soil. PART 3 - EXECUTION 3.01 INSTALLATION A. The moisture barrier shall be placed horizontally on the treated subgrade from the edge of pavement extending a minimum 6 feet on either side of the pavement in a neat line after final compaction unless indicated otherwise on the plans. B. The barrier shall be covered with at least 8 inches of lightly compacted soil. Care should be taken not to rip or tear the poly sheeting during placement of the cover fill. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. This Item shall be measured on a Square Yard (SY) basis. 4.02 PAYMENT A. All work performed and materials furnished in accordance with this Item will be paid for at the unit bid price for “Moisture Barrier.” This price is full compensation for all material, labor, equipment, tools and superintendence necessary to complete the work. B. Payment for the 8 inches of lightly compacted soil shall be considered subsidiary to the “Moisture Barrier” Item. END OF SECTION City of Frisco May 2012 Standard Technical Specification Moisture Barrier 071300-1
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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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Page 189 and 190: Engineering Standards The City requ
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Page 195 and 196: Engineering Standards General Notes
Page 197 and 198: TS TECHNICAL SPECIFICATIONS TS - Te
Page 199 and 200: 321123 Sand Bedding May 2012 321126
Page 201 and 202: SECTION 015813 PROJECT SIGN PART 1
Page 203 and 204: SECTION 017416 DUST CONTROL PART 1
Page 205 and 206: PART 2 - PRODUCTS Not used PART 3 -
Page 207 and 208: SECTION 032200 WELDED WIRE FABRIC P
Page 209 and 210: SECTION 033101 DRILLED SHAFT FOUNDA
Page 211 and 212: PART 1 - GENERAL 1.01 DESCRIPTION S
Page 213: SECTION 034100 CONCRETE STRUCTURES
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Page 219 and 220: E. The service enclosure shall be m
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Page 223 and 224: SECTION 265620 LUMINAIRE FIXTURE PA
Page 225 and 226: SECTION 270500 CONDUIT PART 1 - GEN
Page 227 and 228: PART 4 - MEASUREMENT AND PAYMENT 4.
Page 229 and 230: 4.02 PAYMENT the revised quantity.
Page 231 and 232: SECTION 312323 SELECT FILL PART 1 -
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Page 235 and 236: PART 3 - EXECUTION 3.01 INSTALLATIO
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Page 239 and 240: SECTION 321112 MOISTURE TREATED SUB
Page 241 and 242: SECTION 321113 LIME TREATMENT PART
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Page 245 and 246: Minimum passing 3/4" sieve: Minimum
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Page 249 and 250: PART 1 - GENERAL 1.01 DESCRIPTION S
Page 251 and 252: SECTION 321126 ASPHALT BASE COURSE
Page 253 and 254: SECTION 321216 HOT MIX ASPHALT PAVE
Page 255 and 256: PART 3 - EXECUTION 3.01 INSTALLATIO
Page 257 and 258: PART 3 - EXECUTION 3.01 PREPARATION
Page 259 and 260: SECTION 321400 CONCRETE PAVERS PART
Page 261 and 262: SECTION 321645 DRIVEWAY APPROACH PA
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4.02 PAYMENT A. All work performed
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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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PART 3 - EXECUTION 3.01 INSTALLATIO
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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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PART 1 - GENERAL 1.01 DESCRIPTION S
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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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SECTION 331114 PVC PIPE FOR WATER D
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B. A tapping saddle shall be used t
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SECTION 331217 RESILIENT SEATED GAT
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SECTION 331218 BUTTERFLY VALVES PAR
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SECTION 331219 FIRE HYDRANTS PART 1
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SECTION 331240 POLYETHYLENE ENCASEM
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E. All residential wastewater later
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PART 3 - EXECUTION 3.01 CONSTRUCTIO
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C. Appurtenances shall be construct
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E. No connecting wastewater main sh
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D. Manholes deeper that fifteen fee
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SECTION 334113 REINFORCED CONCRETE
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SECTION 334200 REINFORCED BOX CULVE
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SECTION 334914 HEADWALLS AND WINGWA
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C. All traffic signal mast arm pole
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SECTION 344135 GROUND BOX PART 1 -
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SECTION 344140 TEMPORARY TRAFFIC SI
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F. If, at any time during construct
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AM APPROVED MATERIALS LIST AM - App
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City of Frisco Approved Materials L
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Common Name Dwarf Crape Myrtle City
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SD STANDARD CONSTRUCTION DETAILS SD
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D05 Recessed Curb Inlet - Sheet 2 o
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City Logo (See Note #1) City of Fri
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STANDARD CONSTRUCTION DETAIL THOROU
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STANDARD CONSTRUCTION DETAIL EXISTI
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OPTION 1 OPTION 2 STANDARD CONSTRUC
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STREET HEADER AT EXISTING PAVEMENT
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PLAN SECTION A-A SECTION B-B STANDA
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PLAN SECTION A-A STANDARD CONSTRUCT
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PLAN SECTION A-A STANDARD CONSTRUCT
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PLAN SECTION A-A SECTION B-B JOINT
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OPPOSING TRAFFIC GORE DETAIL NEUTRA
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TYPICAL INSTALLATION STANDARD CONST
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STANDARD CONSTRUCTION DETAIL STREET
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PLAN PROFILE STANDARD CONSTRUCTION
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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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