City of Frisco Engineering Standards

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PART 1 – GENERAL 1.01 DESCRIPTION SECTION 312500 TEMPORARY EROSION, SEDIMENTATION, AND WATER POLLUTION PREVENTION AND CONTROL A. All material, labor, equipment, tools and superintendence necessary to furnish, install, maintain and remove Temporary Erosion, Sedimentation, and Water Pollution Prevention and Control in accordance with Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201 1.02 REFERENCES A. Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201 1.03 SUBMITTALS A. The Contractor must provide a separate Storm Water Pollution Prevention Plan (SW3P) before the Notice to Proceed will be issued. The Erosion Control Plans included in the plans will not be considered a SW3P. The SW3P shall comply with the regulations established by the Texas Commission on Environmental Quality (TCEQ). B. The Contractor is required to submit all appropriate forms and pay all fees, including the NOI and NOT, as well as producing and submitting all inspection reports through the duration, as required, to the TCEQ and the City. The Contractor will be responsible for submitting all required forms and fees on behalf of the City, and shall submit two (2) copies of all NOIs and proof of payment to the City prior to Notice to Proceed is issued. PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201. B. Where existing grasses are disturbed, restoration shall consist of equal or better permanent vegetation. Provide a minimum of eight feet (8') of the appropriate seasonal seeded Curlex adjacent to all street and fire lane curbs and four feet (4') adjacent to alleys. The use of innovative products is encouraged, such as those made with composting materials, as long as they are approved by the Director of Engineering Services and permanent vegetative stabilization is established. C. Twenty four (24") to thirty six (36") inches in width of rock riprap shall be placed along the top and sides of the ground interface with all headwalls and end sections and street, alley, and fire lane stub outs. 2.02 EQUIPMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201. City of Frisco Temporary Erosion, Sedimentation, and May 2012 Standard Technical Specification Water Pollution Prevention and Control 312500-1
PART 3 - EXECUTION 3.01 INSTALLATION A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201. 4.02 PAYMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 201. B. Payment for the preparation of a Storm Water Pollution Prevention Plan shall be paid under the line item – “Storm Water Pollution Prevention Plan.” END OF SECTION City of Frisco Temporary Erosion, Sedimentation, and May 2012 Standard Technical Specification Water Pollution Prevention and Control 312500-2
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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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Page 187 and 188: Engineering Standards SECTION 10 -
Page 189 and 190: Engineering Standards The City requ
Page 191 and 192: Engineering Standards GN - General
Page 193 and 194: Engineering Standards verified to m
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 and 214: SECTION 034100 CONCRETE STRUCTURES
Page 215 and 216: SECTION 071300 MOISTURE BARRIER PAR
Page 217 and 218: approved by the city. In any case,
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.
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Page 233: 4.02 PAYMENT by the Contractor, the
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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
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Page 255 and 256: PART 3 - EXECUTION 3.01 INSTALLATIO
Page 257 and 258: PART 3 - EXECUTION 3.01 PREPARATION
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Page 261 and 262: SECTION 321645 DRIVEWAY APPROACH PA
Page 263 and 264: 4.02 PAYMENT A. All work performed
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Page 271 and 272: PART 4 - MEASUREMENT AND PAYMENT 4.
Page 273 and 274: PART 3 - EXECUTION 3.01 INSTALLATIO
Page 275 and 276: 3.03 WARRANTY REQUIREMENTS A. Each
Page 277 and 278: SECTION 328000 IRRIGATION SYSTEM PA
Page 279 and 280: GUARANTEE FOR LANDSCAPE IRRIGATION
Page 281 and 282: 2.03 PIPE FITTINGS: A. PVC Sch. 40,
Page 283 and 284: 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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PART 4 - MEASUREMENT AND PAYMENT 4.
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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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