City of Frisco Engineering Standards

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PART 1 – GENERAL 1.01 DESCRIPTION SECTION 333130 CENTRIFUGALLY CAST FIBERGLASS REINFORCED PIPE FOR GRAVITY WASTEWATER MAINS A. All material, labor, equipment, tools and superintendence necessary to furnish and install Centrifugally Cast Fiberglass Reinforced Pipe For Gravity Wastewater Mains in accordance with Public Works Construction Standards, NCTCOG, 4 th Edition, Items 501.24, 505 and 507. 1.02 REFERENCES A. ASTM D3262 Standard Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting Resin) Sewer Pipe, Latest Revision B. ASTM D4161 Standard Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Joints Using Flexible Elastomeric Seals, Latest Revision C. ASTM D3840 Standard Specification for “Fiberglass” (Glass-Fiber-Reinforced Thermosetting-Resin) Pipe Fittings for Nonpressure Applications D. Public Works Construction Standards, NCTCOG, 4 th Edition, Items 501.24, 505 and 507 PART 2 – PRODUCTS 2.01 MATERIALS A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 501.24. PART 3 – EXECUTION 3.01 CONSTRUCTION A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Items 505 and 507. B. The construction of all wastewater mains shall begin at the outlet or lower end, unless otherwise directed by the Inspector. C. Appurtenances shall be constructed as soon as the wastewater main of which they are a part is constructed to their locations. Upon request by the Contractor, the Inspector may permit postponement of the construction of manholes on wastewater mains, and the Contractor shall, without additional cost to the Owner, lay the pipe continuously through the manhole location. D. The construction of appurtenances in advance of construction of the wastewater line will not be permitted. City of Frisco Centrifugally Cast Fiberglass Reinforced May 2012 Standard Technical Specification Pipe for Gravity Wastewater Mains 333130-1
E. No connecting wastewater main shall project beyond the inside surface of the wastewater mains or appurtenances. PART 4 – MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 507.6.1. 4.02 PAYMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 507.6.2. END OF SECTION City of Frisco Centrifugally Cast Fiberglass Reinforced May 2012 Standard Technical Specification Pipe for Gravity Wastewater Mains 333130-2
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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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PART 1 - GENERAL 1.01 DESCRIPTION S
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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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Page 291 and 292: 2.02 FERTILIZER inch. Sod shall be
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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 305 and 306: PART 1 - GENERAL 1.01 DESCRIPTION S
Page 307 and 308: B. Refer to Public Works Constructi
Page 309 and 310: A. Shop drawings of the casing pipe
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Page 315 and 316: 5. Apply a thin film of the lubrica
Page 317 and 318: SECTION 331114 PVC PIPE FOR WATER D
Page 319 and 320: PART 4 - MEASUREMENT AND PAYMENT 4.
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Page 327 and 328: SECTION 331219 FIRE HYDRANTS PART 1
Page 329 and 330: SECTION 331240 POLYETHYLENE ENCASEM
Page 335 and 336: E. All residential wastewater later
Page 337 and 338: PART 3 - EXECUTION 3.01 CONSTRUCTIO
Page 339: C. Appurtenances shall be construct
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Page 349 and 350: SECTION 334113 REINFORCED CONCRETE
Page 351 and 352: SECTION 334200 REINFORCED BOX CULVE
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Page 357 and 358: C. All traffic signal mast arm pole
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Page 365 and 366: SECTION 344140 TEMPORARY TRAFFIC SI
Page 369 and 370: F. If, at any time during construct
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Page 373 and 374: City of Frisco Approved Materials L
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Page 387 and 388: SD STANDARD CONSTRUCTION DETAILS SD
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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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