City of Frisco Engineering Standards

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Engineering Standards Section 9 – Structural Design Requirements 9.01 General A. The Design Engineer of record shall bear the sole responsibility for meeting the engineering standard of care for all aspects of the design and providing a design that’s required by the sitespecific conditions and intended use of the facilities. B. For the purposes of this section of the Engineering Standards, the following items shall be considered structures: bridges, foundations, retaining walls (structural and gravity), headwalls and wingwalls, culverts, slopes and embankments, and screening walls. C. The City’s review of any structural design is limited to determining whether the construction plans are in general compliance with the City’s Master Plans and Engineering Standards. The City’s review and release of the construction plans does not represent that the City has reengineered or verified the engineering of the proposed improvements. D. The structural design must be signed and sealed by a structural engineer or civil engineer competent in structural engineering licensed in the State of Texas. The Design Engineer is responsible for all engineering and recognizes that specific site circumstances or conditions may require improvements constructed to exceed minimum standards contained in the City’s Engineering Standards. The Design Engineer is responsible for the applicability and accuracy of the construction plans and specifications. E. Walls shall be permitted and constructed in accordance with all requirements of these Engineering Standards. Third-party inspections shall be performed during construction, and reports provided to the City. A third-party shall certify wall was constructed in general compliance with the City-approved plans and specifications, and a certification shall be provided to the City. 9.02 Code Requirements A. All structural design shall comply with the City’s currently adopted version of the International Building Code. B. The design and construction of structural concrete for buildings and where applicable in nonbuilding structures shall be provided in accordance with the requirements of the current version of “Building Code Requirements for Structural Concrete (ACI 318)” as published by the American Concrete Institute. C. Placing reinforcing steel in reinforced concrete structures shall be provided in accordance with the requirements of the current version of the “ACI Detailing Manual (ACI 315)” as published by the American Concrete Institute. D. The design and construction of concrete tanks, reservoirs, and other structures commonly used in water and wastewater treatment works where dense, impermeable concrete with high resistance to chemical attack is required shall be provided in accordance with the requirements of the current version of “Environmental Engineering Concrete Structures (ACI 350)” as published by the American Concrete Institute. This code places special emphasis on structural design that minimizes the possibility of cracking and accommodates vibrating equipment and other special loads. ACI 350’s minimum requirements for proportioning of concrete, placement, curing, and Section 9 – Structural Design Requirements May 2012 Page 9-2
Engineering Standards protection against chemicals shall be met or exceeded. The design and spacing of joints shall also meet or exceed the minimum requirements of ACI 350. E. The design and construction of roadway bridges shall be provided in accordance with the requirements of the current version of the “Standard Specifications for Highway Bridges” as published by the American Association of State and Highway Transportation Officials (AASHTO). F. Concrete exposed to sulfate-containing solutions or soils shall be made with sulfate-resisting cement. The concrete shall be provided in accordance with the requirements of ACI 318 Section 4.3. Table 4.3.1 lists the appropriate types of cement, the maximum water-cementitious material ratios, and the minimum specified compressive strengths for various exposure conditions. Sulfate exposure Water soluble sulfate (SO 4 ) in soil, percent by weight Table 4.3.1 - ACI 318 Section 4.3 Sulfate (SO 4 ) in water, ppm Cement Type Maximum watercementitious materials ratio, by weight, normalweight aggregate concrete* Minimum f c ’, normalweight and lightweight aggregate concrete, psi* Negligible 0.00≤SO 4
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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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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
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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
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Page 209 and 210: SECTION 033101 DRILLED SHAFT FOUNDA
Page 211 and 212: PART 1 - GENERAL 1.01 DESCRIPTION S
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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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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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