City of Frisco Engineering Standards

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SECTION 321650 REINFORCED CONCRETE SIDEWALK PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Reinforced Concrete Sidewalk in accordance with Public Works Construction Standards, NCTCOG, 4 th Edition, Item 305.2. 1.02 REFERENCES A. Public Works Construction Standards, NCTCOG, 4 th Edition, Items 303, 305.1 and 305.2 B. TxDOT current Standard Details for Pedestrian Facilities C. Current Texas Department of Licensing and Regulation (TDLR) and Americans with Disabilities Act (ADA) requirements. 1.03 RELATED SECTIONS A. Section 032100 – Reinforcing Steel B. Section 321313 – Concrete Pavement C. Section 321655 – Barrier Free Ramp PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Items 303 and 305.1. B. Welded Wire Fabric is not acceptable as reinforcement. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Items and 305.2. B. All Reinforced Concrete Sidewalk must be approved by TDLR prior to acceptance. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. This Item shall be measured on a Square Yard (SY) basis complete in place. City of Frisco May 2012 Standard Technical Specification Reinforced Concrete Sidewalk 321650-1
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 “Reinforced Concrete Sidewalk.” This price is full compensation for all material, labor, equipment, tools and superintendence necessary to complete the work. B. Barrier Free Ramps shall be measured and paid for separately in accordance with Section 321655 – Barrier Free Ramp. END OF SECTION City of Frisco May 2012 Standard Technical Specification Reinforced Concrete Sidewalk 321650-2
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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
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.
Page 231 and 232: SECTION 312323 SELECT FILL PART 1 -
Page 233 and 234: 4.02 PAYMENT by the Contractor, the
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
Page 243 and 244: PART 3 - EXECUTION 3.01 EQUIPMENT T
Page 245 and 246: Minimum passing 3/4" sieve: Minimum
Page 247 and 248: inch and not more than 1.0 inch fro
Page 251 and 252: SECTION 321126 ASPHALT BASE COURSE
Page 253 and 254: SECTION 321216 HOT MIX ASPHALT PAVE
Page 257 and 258: PART 3 - EXECUTION 3.01 PREPARATION
Page 259 and 260: SECTION 321400 CONCRETE PAVERS PART
Page 261: SECTION 321645 DRIVEWAY APPROACH PA
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Page 269 and 270: SECTION 321723 PAVEMENT MARKERS AND
Page 271 and 272: PART 4 - MEASUREMENT AND PAYMENT 4.
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
Page 285 and 286: B. Mainline and Lateral Piping: Ins
Page 287 and 288: PART 4 -MEASUREMENT AND PAYMENT 4.0
Page 289 and 290: SECTION 329119 TOPSOIL PART 1 - GEN
Page 291 and 292: 2.02 FERTILIZER inch. Sod shall be
Page 293 and 294: 3.04 PLANTING: receive subsequent a
Page 295 and 296: SECTION 329300 TREE, SHRUB, AND GRO
Page 297 and 298: 3. Alternate to B&B: Plants grown i
Page 299 and 300: 3.09 CLEANUP All excess soil, soil
Page 301 and 302: SECTION 329600 REMOVAL, PROTECTION
Page 303 and 304: SECTION 330131 WASTEWATER AND MANHO
Page 307 and 308: B. Refer to Public Works Constructi
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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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PART 1 - GENERAL 1.01 DESCRIPTION S
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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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