City of Frisco Engineering Standards

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Engineering Standards 4. All water and wastewater crossings shall be encased with steel casing pipe in accordance with Section 5.7C(1) Horizontal Boring, or approved equal. Casing pipe crossing railroad tracks shall be designed to withstand E80 railroad loadings and shall extend to the right-of-way lines. 5. Water valves, manholes, meters and other appurtenances shall be placed outside the limits of the right-of-way. 6. Water main crossings shall include a valve on each side of the railroad crossing. C. Creek Crossings 1. All water and wastewater mains crossing under a flowing stream or semi-permanent body of water such as a marsh or pond shall be encased with concrete or steel casing pipe in accordance with Section 5.7C(1) Horizontal Boring, or approved equal. 2. Wastewater main crossings shall include a manhole on each side of the creek crossing beyond the top of creek bank. 3. Water main crossings shall include a valve beyond the top of creek bank on each side. 4. Water mains installed under and across creeks or ditches shall be designed according to the following: a. Water mains with less than 4’ of cover shall be protected by Class PC concrete encasement a minimum of 10’ past the top of the embankment on each side. b. Trench backfill under creeks and ditches shall consist of flowable backfill in accordance with NCTCOG Item 504.2.3.4. c. Rock bottom creeks and ditches shall include a 6” concrete cap at the surface in accordance with NCTCOG Item 504.5.2.14 and Standard Drawing 3060. d. Bank stabilization shall be required at all crossings and shall consist of a pervious armored surface to resist scour and shear forces on all disturbed areas. D. Elevated Crossings 1. Elevated crossings for water and wastewater mains should be avoided. 5.9 Corrosion Protection A. Corrosion protection should be considered on all metal water and wastewater mains that are 16” diameter or greater. B. Corrosion investigation of metal pipeline sites shall include: Section 5 – Water & Wastewater Design Requirements May 2012 Page 5-20
Engineering Standards Conditions Requiring Corrosion Protection System Soil Characteristics Conditions Requiring Corrosion Protection System Chloride >500 ppm Sulfate >2,000 ppm Soil pH ≤ 5.5 or >8.5 Soil/Water Resistivity
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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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Page 131 and 132: Engineering Standards 4.12 Hydrauli
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Page 137 and 138: Engineering Standards Detention/Ret
Page 139 and 140: Engineering Standards SECTION 5 - W
Page 141 and 142: Engineering Standards 5.1.3 Separat
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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
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 -
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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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