City of Frisco Engineering Standards

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Engineering Standards 4.08 Design of Enclosed Storm Sewer System ............................................................... 4-19 4.09 Detention/Retention Facility Design ....................................................................... 4-25 4.10 Miscellaneous Drainage Requirements ................................................................... 4-28 4.11 Open Channel Design .............................................................................................. 4-29 4.12 Hydraulic Design of Culverts .................................................................................. 4-34 4.13 Bridge Design Hydraulics ....................................................................................... 4-35 4.14 Energy Dissipators .................................................................................................. 4-35 4.15 Floodplain Alterations ............................................................................................. 4-36 4.16 Erosion and Sedimentation Control ........................................................................ 4-38 4.17 Drainage Easements ................................................................................................ 4-38 4.18 Sustainable Development ........................................................................................ 4-38 SECTION 5 UTILITY DESIGN REQUIREMENTS 5-1 5.1 Water System-General .............................................................................................. 5-2 5.1.1 Water Main Location................................................................................................. 5-2 5.1.2 Horizontal and Vertical Alignment ........................................................................... 5-2 5.1.3 Separation Distance between Water and Wastewater ............................................... 5-3 5.1.4 Average Daily Water Demands ................................................................................. 5-3 5.1.5 Water Main Sizing .................................................................................................... 5-4 5.1.6 Water Main Materials ................................................................................................ 5-4 5.1.7 Water Services ........................................................................................................... 5-5 5.1.8 Valves ........................................................................................................................ 5-5 5.1.9 Fire Hydrants ............................................................................................................. 5-6 5.1.10 Connections to Existing Water Mains ....................................................................... 5-7 5.1.11 Backflow Prevention ................................................................................................. 5-8 5.1.12 Automatic Flushing Valve......................................................................................... 5-8 5.2 Wastewater System-General ..................................................................................... 5-9 5.2.1 Wastewater Main Location ....................................................................................... 5-9 5.2.2 Horizontal and Vertical Alignment ........................................................................... 5-9 5.2.3 Separation Distance between Wastewater and Water Mains .................................. 5-10 5.2.4 Wastewater Flows ................................................................................................... 5-11 5.2.5 Wastewater Main Sizing ......................................................................................... 5-11 5.2.6 Wastewater Main Materials ..................................................................................... 5-12 5.2.7 Wastewater Service Laterals ................................................................................... 5-12 5.2.8 Manholes and Cleanouts ......................................................................................... 5-13 5.2.9 Inverted Siphons ...................................................................................................... 5-14 5.2.10 Wastewater Lift Stations ......................................................................................... 5-14 5.2.11 Force Mains ............................................................................................................. 5-15 5.2.12 Dumpster Enclosure Drains ..................................................................................... 5-15 5.3 Reclaimed Water System-General .......................................................................... 5-16 5.3.1 Reclaimed Water Main Location ............................................................................ 5-16 5.3.2 Horizontal and Vertical Alignment ......................................................................... 5-16 5.3.3 Separation Distance between Reclaimed Water and Other Systems ....................... 5-16 5.3.4 Reclaimed Water System Materials ........................................................................ 5-16 5.4 Easements ................................................................................................................ 5-17 5.5 Thrust Restraint ....................................................................................................... 5-17 5.6 Pavement Cut and Repair ........................................................................................ 5-18 5.7 Trenchless Construction .......................................................................................... 5-18 5.8 Crossings ................................................................................................................. 5-19 5.9 Corrosion Protection................................................................................................ 5-20 Table of Contents TC-2
Engineering Standards SECTION 6 LANDSCAPING DESIGN REQUIREMENTS 6-1 6.01 General ...................................................................................................................... 6-2 6.02 Landscape Requirements within the Median ............................................................ 6-2 6.03 Approved Plant Materials .......................................................................................... 6-4 SECTION 7 IRRIGATION DESIGN REQUIREMENTS 7-1 7.01 General ...................................................................................................................... 7-2 7.02 Roadway Irrigation Requirements ............................................................................ 7-2 7.03 Additional Irrigation Design Requirements within Roadway ................................... 7-3 SECTION 8 ENVIRONMENTAL REQUIREMENTS 8-1 8.01 General ...................................................................................................................... 8-2 8.02 Storm Water Management Plan (SWMP) – Permanent Controls ............................ 8-2 8.03 Texas Construction General Permit (CGP) ............................................................... 8-3 8.04 Storm Water Pollution Prevention Plan (SWP3)....................................................... 8-3 SECTION 9 STRUCTURAL DESIGN REQUIREMENTS 9-1 9.01 General ...................................................................................................................... 9-2 9.02 Code Requirements ................................................................................................... 9-2 9.03 Geotechnical Performance Specifications ................................................................. 9-3 9.04 Bridge Design ............................................................................................................ 9-5 9.05 Retaining Wall Design .............................................................................................. 9-6 9.06 Slope Stability Design Criteria .................................................................................. 9-8 9.07 Screening Wall Design Criteria ................................................................................. 9-9 9.08 Excavation Support ................................................................................................... 9-9 9.09 Construction Plans ..................................................................................................... 9-9 9.10 Construction Inspection and Certification ............................................................... 9-13 SECTION 10 SURVEY REQUIREMENTS 10-1 10.01 General .................................................................................................................... 10-2 10.02 Survey Markers and Monumentation ...................................................................... 10-2 10.03 Final Plat Acceptance .............................................................................................. 10-3 Part B – Construction Standards GN - General Notes TS - Technical Specifications AM - Approved Materials List SD - Standard Details Appendix A - Definitions and Abbreviations Appendix B - Plan Checklists Appendix C - Revision Log Table of Contents TC-3
Page 1 and 2: Engineering Standards The City of F
Page 3: Engineering Standards Table of Cont
Page 7 and 8: Engineering Standards SECTION 1 - G
Page 9 and 10: Engineering Standards 1.03 Enforcem
Page 11 and 12: Engineering Standards C. Section 3
Page 13 and 14: Engineering Standards direct respon
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Page 19 and 20: Engineering Standards B. Roadway Ge
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Page 23 and 24: Engineering Standards Major Thoroug
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Page 29 and 30: Engineering Standards B. Roadway Ge
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Page 33 and 34: Engineering Standards Major Thoroug
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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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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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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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