City of Frisco Engineering Standards

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SECTION 313700 RIPRAP PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install RipRap in accordance with Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges-Item 432. 1.02 REFERENCES A. TxDOT Items 247, 420, 421, 431, 432, and 440. B. City of Frisco’s Standard Details for Storm Sewer Curbed Flume. C. TxDOT Standard Details included in the plans. 1.03 RELATED SECTIONS A. Section 334915 – Safety End Treatments B. Section 312316 – Unclassified Street Excavation PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to TxDOT 432.2. Riprap type (dry, grout, mortar) shall be specified in the plans. PART 3 - EXECUTION 3.01 PREPARATION A. Refer to TxDOT 432.3. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to TxDOT 432.4. Replace the first sentence of TxDOT 432.4 with the following: “This Item shall be measured by the square yard (SY) of material complete in place.” 4.02 PAYMENT A. Refer to TxDOT 432.5. END OF SECTION City of Frisco May 2012 Standard Technical Specification Riprap 313700-1
SECTION 321112 MOISTURE TREATED SUBGRADE PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary for the moisture treatment of the subgrade in all areas to be paved. 1.02 REFERENCES A. Project’s Subgrade Investigation and Pavement Design Report (if available). 1.03 RELATED SECTIONS A. Section 071300 - Moisture Barrier PART 2 - PRODUCTS 2.01 MATERIALS A. Not used. PART 3 - EXECUTION 3.01 PREPARATION A. Weathered shale material encountered within 8 feet below finish subgrade shall be subexcavated to a depth of at least the depth of required moisture treatment and replaced with on-site light brown or dark brown clays or other approved material. B. Moisture treatment shall extend at least 4 feet beyond the edge of pavement and to the depth as shown on the plans. The subgrade shall be moisture treated to a minimum of 3 percentage points above optimum moisture content at a minimum of 95 percent standard Proctor (ASTM D 698). C. Frequency of compaction testing shall not exceed one test for every three hundred linear feet 300’ spacing or less ,alternating from left quarter point to center line to right quarter point for every layer of moisture treatment. D. Moisture treated lifts shall not exceed eighteen inches (18”) of thickness. E. Any embankment that requires moisture conditioning treatment will be treated for the entire height of the embankment. F. Moisture treatment by injection is not an acceptable method to treat roadway subgrades. PART 4 - MEASUREMENT AND PAYMENT 4.01 MEASUREMENT City of Frisco May 2012 Standard Technical Specification Moisture Treated Subgrade 321112-1
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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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Page 189 and 190: Engineering Standards The City requ
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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.
Page 231 and 232: SECTION 312323 SELECT FILL PART 1 -
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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 257 and 258: PART 3 - EXECUTION 3.01 PREPARATION
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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,
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Page 287 and 288: 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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