City of Frisco Engineering Standards

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B. All hydrants shall be painted with two coats of Tnemec Series 530 Omnithane Aluminum, Silver paint. C. The top bonnet, including the lip, and the nozzle caps of all hydrants shall be painted according to the following table: Size of Main Connected to Fire Hydrant Lead Color 6” Aluminum / Silver 8” True Blue / Safety 12” or larger Yellow / Safety D. Fire hydrants shall be installed so the breakaway point will be no less than four inches (4”) and no greater than eight inches (8”) above the final grade elevation. If grade adjustments are made during residential or commercial construction, the fire hydrant shall be adjusted by builder to meet breakaway requirements listed previously before obtaining certificate of occupancy. E. Fire hydrants shall be located a minimum of two feet (2’) and a maximum of six feet (6’) from the fire lane or public roadway, based on the location of the sidewalk. The fire hydrant shall not be located in the sidewalk. F. All fire hydrants shall be installed so that the steamer connection will face the fire lane or public roadway. G. Fire hydrants shall be located no closer than ten feet (10’) from the curb return at street or fire lane intersections. H. A blue reflector shall be placed just off center of the street or fire lane opposite fire hydrants. At intersections, reflectors shall be placed on both roadways opposite fire hydrant. PART 4 – MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.3.3. 4.02 PAYMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.3.3. END OF SECTION City of Frisco May 2012 Standard Technical Specification Fire Hydrants 331219-2
SECTION 331240 POLYETHYLENE ENCASEMENT PART 1 – GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install polyethylene encasement around metal pipe and fittings in accordance with Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.8. 1.02 REFERENCES A. AWWA C105, AWWA Standard for Polyethylene Encasement for Ductile Iron Pipe Systems. B. Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.8 PART 2 – PRODUCTS 2.01 MATERIALS A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.8.1. B. The polyethylene encasement may be in tube or sheet form and shall have a minimum thickness of 8 mils. PART 3 – EXECUTION 3.01 INSTALLATION A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.8.2. B. The polyethylene seams and overlaps shall be wrapped and held in place by 2” wide plastic backed adhesive tape with 2 foot wide overlaps. C. The wrap on the barrel of the pipe shall be loose enough to allow the polyethylene encasement to shift with the soil. D. The polyethylene encasement shall be installed without breaks, tears or holes. City of Frisco May 2012 Standard Technical Specification Polyethylene Encasement 331240-1
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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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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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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
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Page 289 and 290: SECTION 329119 TOPSOIL PART 1 - GEN
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Page 299 and 300: 3.09 CLEANUP All excess soil, soil
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Page 303 and 304: SECTION 330131 WASTEWATER AND MANHO
Page 305 and 306: PART 1 - GENERAL 1.01 DESCRIPTION S
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Page 319 and 320: PART 4 - MEASUREMENT AND PAYMENT 4.
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Page 327: SECTION 331219 FIRE HYDRANTS PART 1
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Page 337 and 338: PART 3 - EXECUTION 3.01 CONSTRUCTIO
Page 339 and 340: C. Appurtenances shall be construct
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Page 351 and 352: SECTION 334200 REINFORCED BOX CULVE
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Page 365 and 366: SECTION 344140 TEMPORARY TRAFFIC SI
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Page 373 and 374: City of Frisco Approved Materials L
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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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