City of Frisco Engineering Standards

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3.08 WIRING: A. Sprinkler Controls to Valves: 1. Conduit is not required for U.F. wire unless otherwise noted on plans. Tuck wire under piping. 2. Make wire connections with waterproof connectors according to manufacturer's recommendations. 3. Provide a separate wire from controller to each electric valve. Provide a common neutral wire from controller to valves served by a particular controller. 4. Provide a 24 inch long wire coils at valves. 5. An expansion coil shall be provided every 200 feet, which consists of 10 wraps around a 1" PVC pipe or some other method approved by the Owner. 6. All valve wires from the same controller shall be bundled together every 10 feet with plastic electrical tape. B. Wire Testing: 3.09 TESTING: 1. Before any backfills are placed over the communication cable, test the wires with a megger for wire installation resistance. Minimum insulation resistance to ground shall be 100K OHMS to ground. Any conductor not meeting this requirement hall be replaced and retested. 2. After backfill is completed, retest the wires with a megger. The minimum acceptable insulation resistance to ground on this test shall be 100K OHMS to ground. Replace and retest any conductor not meeting this requirement. A. Notify Owner to review work 48 hours prior to testing pipe and fittings for leaks. B. Test mains for a period of four hours under static pressure. If leaks (or pressure drops) occur, correct defect and repeat test. 3.10 FINAL ADJUSTMENT: A. Make final adjustments of sprinkler system prior to Owner’s final inspection. B. Flush system by removing nozzles from heads on ends of lines and operating system. C. Adjust sprinklers for proper operation and proper alignment for direction of throw. D. Adjust each section for operating pressure and balance to other sections by use of flow adjustment on top of each valve. Correct operating pressure at last head of each section - 50 psi for rotary heads and 20 to 25 psi for spray heads. E. Adjust nuzzling for proper coverage. Prevailing wind conditions or slopes may indicate that arc of angle or trajectory of spray should be other than as shown on plans. Change nozzles to provide correct coverage. 3.11 CLEANUP: Keep premises clean and neat. City of Frisco May 2012 Standard Technical Specification Irrigation System 328000-10
PART 4 –MEASUREMENT AND PAYMENT 4.01 MEASUREMENT AND PAYMENT A. Measurement and Payment shall be specified in the Contract Documents. END OF SECTION City of Frisco May 2012 Standard Technical Specification Irrigation System 328000-11
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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
Page 235 and 236: PART 3 - EXECUTION 3.01 INSTALLATIO
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Page 239 and 240: SECTION 321112 MOISTURE TREATED SUB
Page 241 and 242: SECTION 321113 LIME TREATMENT PART
Page 243 and 244: PART 3 - EXECUTION 3.01 EQUIPMENT T
Page 245 and 246: Minimum passing 3/4" sieve: Minimum
Page 247 and 248: inch and not more than 1.0 inch fro
Page 249 and 250: PART 1 - GENERAL 1.01 DESCRIPTION S
Page 251 and 252: SECTION 321126 ASPHALT BASE COURSE
Page 253 and 254: SECTION 321216 HOT MIX ASPHALT PAVE
Page 257 and 258: PART 3 - EXECUTION 3.01 PREPARATION
Page 259 and 260: SECTION 321400 CONCRETE PAVERS PART
Page 261 and 262: SECTION 321645 DRIVEWAY APPROACH PA
Page 263 and 264: 4.02 PAYMENT A. All work performed
Page 269 and 270: SECTION 321723 PAVEMENT MARKERS AND
Page 271 and 272: PART 4 - MEASUREMENT AND PAYMENT 4.
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,
Page 283 and 284: B. Quick Coupling Valves: 1. 10 in
Page 285: B. Mainline and Lateral Piping: Ins
Page 289 and 290: SECTION 329119 TOPSOIL PART 1 - GEN
Page 291 and 292: 2.02 FERTILIZER inch. Sod shall be
Page 293 and 294: 3.04 PLANTING: receive subsequent a
Page 295 and 296: SECTION 329300 TREE, SHRUB, AND GRO
Page 297 and 298: 3. Alternate to B&B: Plants grown i
Page 299 and 300: 3.09 CLEANUP All excess soil, soil
Page 301 and 302: SECTION 329600 REMOVAL, PROTECTION
Page 303 and 304: SECTION 330131 WASTEWATER AND MANHO
Page 307 and 308: B. Refer to Public Works Constructi
Page 309 and 310: A. Shop drawings of the casing pipe
Page 311 and 312: Ventilation system shall provide a
Page 313 and 314: B. Section 331240 - Polyethylene En
Page 315 and 316: 5. Apply a thin film of the lubrica
Page 317 and 318: SECTION 331114 PVC PIPE FOR WATER D
Page 319 and 320: PART 4 - MEASUREMENT AND PAYMENT 4.
Page 321 and 322: B. A tapping saddle shall be used t
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Page 325 and 326: SECTION 331218 BUTTERFLY VALVES PAR
Page 327 and 328: SECTION 331219 FIRE HYDRANTS PART 1
Page 329 and 330: SECTION 331240 POLYETHYLENE ENCASEM
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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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PART 1 - GENERAL 1.01 DESCRIPTION S
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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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