City of Frisco Engineering Standards

More documents

Recommendations

Info

Version 6/19/12 SECTION 344113 INSTALLATION OF HIGHWAY TRAFFIC SIGNAL PART 1 - GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install a Traffic Signal in accordance with TxDOT Item 680. 1.02 REFERENCES A. TxDOT Items 502, 610, 636, 656, 680, 684, 686, 687, 688, 6006, and 6266 B. TxDOT’s Standard Details included in the plans. C. Traffic Signal Plans 1.03 RELATED SECTIONS A. Section 260500 – Electric Conductor B. Section 260501 – Electric Service C. Section 270500 – Conduit D. Section 033101 – Drilled Shaft Foundation E. Section 344125 – Vehicle and Pedestrian Signal Heads F. Section 344130 – Traffic Signal Cable G. Section 344135 – Ground Box H. Section 347113 – Barricade, Signs, and Traffic Handling 1.04 SUBMITTALS A. Shop Drawings for all traffic signal equipment as required by the City (5 copies). B. Shop Drawings for street signs (except illuminated signage) (5 copies). PART 2 - PRODUCTS 2.01 MATERIALS A. Refer to TxDOT Items 502, 610, 636, 656, 680, 684, 686, 687, 688, 6006, and 6266. B. The Contractor shall furnish and install the pedestal pole assemblies. City of Frisco May 2012 Standard Technical Specification Installation of Highway Traffic Signal 344113-1
Version 6/19/12 C. All traffic signal mast arm pole and pedestal pole assemblies shall be powder coated. The powder coat paint shall be RAL9017 (TRAFFIC BLACK) or City approved equal. 1. All assemblies that are to be powder coated shall be hot dipped galvanized to ASTM 123 and 153 specifications. Once galvanizing is completed, all exposed surfaces shall be mechanically etched by blast cleaning to remove mill scale, impurities and non-metallic foreign materials. All surfaces visually exposed are to be coated with a urethane or Triglycidyl (TGIC) Polyester Powder to a minimum film thickness of 2.0 mils. The coating shall be electrostatically applied and cured in a gas fired convention oven by heating the steel substrate to between 350 and 400 degrees Fahrenheit. D. Roadway Illumination Assemblies (TxDOT Item 610): 1. Luminaire ballasts shall be rated for operation at 240 volts. 2. Luminaire lamps for this project shall be 250 Watt Metal Halide. The luminaire housings shall be powder coated using RAL 9017 (traffic black) paint or City approved equal. The covers for the luminaries shall be a clear flat-glass insert. 3. When luminaires are to be installed on steel mast arm poles, a separate terminal strip in the signal pole access compartment shall be provided. The terminal strip shall be 4 circuit Buchanan Type 104SN or Kulka Type 985-GP-4 CU or equivalent. 4. Sections of TxDOT standards RID (LUM1) and RID (LUM2) that pertain to High- Pressure Sodium (HPS) specifications are not applicable to this project. 5. The conductors from the service pole to the terminal strip shall be No. 8 XHHW wires. The conductors from the terminal strip to the luminaire shall be No. 12 XHHW wires. E. City Furnished Material 1. Install NEMA Controller Cabinet Assembly 2. Install Illuminated Street Name Signs 3. Install VIVDS Shielded Cable 4. Install VIVDS Processor System 5. Install VIVDS Camera Assembly 6. Install VIVDS Set-up System 7. Install Opticom Cable 8. Install Opticom Detector 9. Install Opticom Discriminator Module 10. Install Ped Detect and Push Button Signs (2 Inch Push Button) 11. Install count-down ped displays 12. Install signal heads and LEDs 13. Install electrical service pedestal panel 14. Install traffic signal poles 15. Install Ethernet cable for communications equipment 16. Install Ethernet cable for PTZ camera PART 3 - EXECUTION 3.01 INSTALLATION A. Refer to TxDOT Items 502, 610, 636, 656, 680, 684, 686, 687, 688, 6006, and 6266. City of Frisco May 2012 Standard Technical Specification Installation of Highway Traffic Signal 344113-2
Page 1 and 2:
Version 6/19/12 Engineering Standar
Page 3 and 4:
Engineering Standards Version 6/19/
Page 5 and 6:
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
Page 23 and 24:
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41 and 42:
Page 43 and 44:
Page 45 and 46:
Page 47 and 48:
Page 49 and 50:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64:
Page 65 and 66:
Page 67 and 68:
Page 69 and 70:
Page 71 and 72:
Page 73 and 74:
Page 75 and 76:
Page 77 and 78:
Page 79 and 80:
Page 81 and 82:
Page 83 and 84:
Page 85 and 86:
Page 87 and 88:
Page 89 and 90:
Page 91 and 92:
Page 93 and 94:
Page 95 and 96:
Page 97 and 98:
Page 99 and 100:
Page 101 and 102:
Page 103 and 104:
Page 105 and 106:
Page 107 and 108:
Page 109 and 110:
Page 111 and 112:
Page 113 and 114:
Page 115 and 116:
Page 117 and 118:
Page 119 and 120:
Page 121 and 122:
Page 123 and 124:
Page 125 and 126:
Page 127 and 128:
Page 129 and 130:
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
Page 143 and 144:
Page 145 and 146:
Page 147 and 148:
Page 149 and 150:
Page 151 and 152:
Page 153 and 154:
Page 155 and 156:
Page 157 and 158:
Page 159 and 160:
Page 161 and 162:
Page 163 and 164:
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
Page 177 and 178:
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Version 6/19/12 TS TECHNICAL SPECIF
Page 189 and 190:
Version 6/19/12 321123 Sand Bedding
Page 191 and 192:
Version 6/19/12 SECTION 015813 PROJ
Page 193 and 194:
Version 6/19/12 SECTION 017416 DUST
Page 195 and 196:
Version 6/19/12 PART 2 - PRODUCTS N
Page 197 and 198:
Version 6/19/12 SECTION 032200 WELD
Page 199 and 200:
Version 6/19/12 SECTION 033101 DRIL
Page 201 and 202:
Version 6/19/12 PART 1 - GENERAL 1.
Page 203 and 204:
Version 6/19/12 SECTION 034100 CONC
Page 205 and 206:
Version 6/19/12 SECTION 071300 MOIS
Page 207 and 208:
Version 6/19/12 approved by the cit
Page 209 and 210:
Version 6/19/12 E. The service encl
Page 211 and 212:
Version 6/19/12 C. The assembly wil
Page 213 and 214:
Version 6/19/12 SECTION 265620 LUMI
Page 215 and 216:
Version 6/19/12 SECTION 270500 COND
Page 217 and 218:
Version 6/19/12 PART 4 - MEASUREMEN
Page 219 and 220:
Version 6/19/12 4.02 PAYMENT the re
Page 221 and 222:
Version 6/19/12 SECTION 312323 SELE
Page 223 and 224:
Version 6/19/12 4.02 PAYMENT by the
Page 225 and 226:
Version 6/19/12 PART 3 - EXECUTION
Page 227 and 228:
Version 6/19/12 SECTION 313600 GABI
Page 229 and 230:
Version 6/19/12 SECTION 321112 MOIS
Page 231 and 232:
Version 6/19/12 SECTION 321113 LIME
Page 233 and 234:
Page 235 and 236:
Version 6/19/12 Minimum passing 3/4
Page 237 and 238:
Version 6/19/12 inch and not more t
Page 239 and 240:
Version 6/19/12 PART 1 - GENERAL 1.
Page 241 and 242:
Version 6/19/12 SECTION 321126 ASPH
Page 243 and 244:
Version 6/19/12 SECTION 321216 HOT
Page 245 and 246:
Page 247 and 248:
Page 249 and 250:
Version 6/19/12 SECTION 321400 CONC
Page 251 and 252:
Version 6/19/12 SECTION 321645 DRIV
Page 253 and 254:
Version 6/19/12 4.02 PAYMENT A. All
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Version 6/19/12 SECTION 321723 PAVE
Page 261 and 262:
Version 6/19/12 PART 4 - MEASUREMEN
Page 263 and 264:
Page 265 and 266:
Version 6/19/12 3.03 WARRANTY REQUI
Page 267 and 268:
Version 6/19/12 SECTION 328000 IRRI
Page 269 and 270:
Version 6/19/12 GUARANTEE FOR LANDS
Page 271 and 272:
Version 6/19/12 2.03 PIPE FITTINGS:
Page 273 and 274:
Version 6/19/12 B. Quick Coupling V
Page 275 and 276:
Version 6/19/12 B. Mainline and Lat
Page 277 and 278:
Version 6/19/12 PART 4 -MEASUREMENT
Page 279 and 280:
Version 6/19/12 SECTION 329119 TOPS
Page 281 and 282:
Version 6/19/12 2.02 FERTILIZER inc
Page 283 and 284:
Version 6/19/12 3.04 PLANTING: rece
Page 285 and 286:
Version 6/19/12 SECTION 329300 TREE
Page 287 and 288:
Version 6/19/12 3. Alternate to B&B
Page 289 and 290:
Version 6/19/12 3.09 CLEANUP All ex
Page 291 and 292:
Version 6/19/12 SECTION 329600 REMO
Page 293 and 294:
Version 6/19/12 SECTION 330131 WAST
Page 295 and 296: Version 6/19/12 PART 1 - GENERAL 1.
Page 297 and 298: Version 6/19/12 B. Refer to Public
Page 299 and 300: Version 6/19/12 A. Shop drawings of
Page 301 and 302: Version 6/19/12 Ventilation system
Page 303 and 304: Version 6/19/12 B. Section 331240 -
Page 305 and 306: Version 6/19/12 5. Apply a thin fil
Page 307 and 308: Version 6/19/12 SECTION 331114 PVC
Page 309 and 310: Version 6/19/12 PART 4 - MEASUREMEN
Page 311 and 312: Version 6/19/12 B. A tapping saddle
Page 313 and 314: Version 6/19/12 SECTION 331217 RESI
Page 315 and 316: Version 6/19/12 SECTION 331218 BUTT
Page 317 and 318: Version 6/19/12 SECTION 331219 FIRE
Page 319 and 320: Version 6/19/12 SECTION 331240 POLY
Page 325 and 326: Version 6/19/12 E. All residential
Page 327 and 328: Version 6/19/12 PART 3 - EXECUTION
Page 329 and 330: Version 6/19/12 C. Appurtenances sh
Page 331 and 332: Version 6/19/12 E. No connecting wa
Page 337 and 338: Version 6/19/12 D. Manholes deeper
Page 339 and 340: Version 6/19/12 SECTION 334113 REIN
Page 341 and 342: Version 6/19/12 SECTION 334200 REIN
Page 343 and 344: Version 6/19/12 SECTION 334914 HEAD
Page 345: Version 6/19/12 PART 1 - GENERAL 1.
Page 353 and 354: Version 6/19/12 SECTION 344135 GROU
Page 355 and 356: Version 6/19/12 SECTION 344140 TEMP
Page 359 and 360: Version 6/19/12 F. If, at any time
Page 361 and 362: Version 6/19/12 AM APPROVED MATERIA
Page 363 and 364: City of Frisco Approved Materials L
Page 373 and 374: Version 6/19/12 City of Frisco Appr
Page 377 and 378: Version 6/19/12 SD STANDARD CONSTRU
Page 379 and 380: Version 6/19/12 D05 Recessed Curb I
Page 381 and 382: Version 6/19/12 City Logo (See Note
Page 383 and 384: STANDARD CONSTRUCTION DETAIL THOROU
Page 385 and 386: Version 6/19/12 STANDARD CONSTRUCTI
Page 387 and 388: Version 6/19/12 OPTION 1 OPTION 2 S
Page 389 and 390: Version 6/19/12 STREET HEADER AT EX
Page 391 and 392: Version 6/19/12 PLAN SECTION A-A SE
Page 393 and 394: Version 6/19/12 PLAN SECTION A-A ST
Page 395 and 396: Version 6/19/12 PLAN SECTION A-A ST
Page 397 and 398:
Version 6/19/12 PLAN SECTION A-A SE
Page 399 and 400:
Version 6/19/12 OPPOSING TRAFFIC GO
Page 401 and 402:
Version 6/19/12 TYPICAL INSTALLATIO
Page 403 and 404:
Version 6/19/12 STANDARD CONSTRUCTI
Page 405 and 406:
Version 6/19/12 PLAN PROFILE STANDA
Page 407 and 408:
Version 6/19/12 PLAN PROFILE STANDA
Page 409 and 410:
Version 6/19/12 INLET SECTION FOR R
Page 411 and 412:
Version 6/19/12 CLASS "B" STANDARD
Page 413 and 414:
Version 6/19/12 CLASS "B-1" STANDAR
Page 415 and 416:
Version 6/19/12 CLASS "G" STANDARD
Page 417 and 418:
STANDARD CONSTRUCTION DETAIL INFILT
Page 419 and 420:
Version 6/19/12 PLAN SECTION X-X
Page 421 and 422:
Version 6/19/12 STANDARD CONSTR
Page 423 and 424:
STANDARD CONSTRUCTION DETAIL THRUST
Page 425 and 426:
Page 427 and 428:
Version 6/19/12 ” ” ” STANDAR
Page 429 and 430:
Page 431 and 432:
Page 433 and 434:
Version 6/19/12 PLAN VIEW SECTION S
Page 435 and 436:
Version 6/19/12 PLAN VIEW SECTION S
Page 437 and 438:
Version 6/19/12 ELEVATION FIELD INS
Page 439 and 440:
Page 441 and 442:
Page 443 and 444:
Page 445 and 446:
Version 6/19/12 PLAN VIEW INSTALLAT
Page 447 and 448:
Version 6/19/12 PROFILE VIEW SECTIO
Page 449 and 450:
Version 6/19/12 ELEVATION FIELD INS
Page 451 and 452:
Version 6/19/12 PLAN SECTION STANDA
Page 453 and 454:
Version 6/19/12 PLAN SECTION STANDA
Page 455 and 456:
Page 457 and 458:
Page 459 and 460:
Page 461 and 462:
show all

City of Frisco Engineering Standards

Create successful ePaper yourself

Delete template?

Save as template?