City of Frisco Engineering Standards

More documents

Recommendations

Info

Engineering Standards Version 6/19/12 b. Facilities with permanent pools shall address dewatering procedures. 8. It is the responsibility of the Engineer to consider pedestrian and vehicular safety in the design of detention facilities. Perimeter rails or fencing may be required. 9. Underground detention facilities shall be designed with reinforced concrete if located under fire lane or within city right of way. F. Texas Commission Environmental Quality Requirements for Dams The Texas Commission on Environmental Quality (TCEQ) provides design and review criteria for construction plans and specifications, construction, operation and maintenance, inspection, repair, removal, emergency management, site security, and enforcement of dams. As of the date of these design standards, dams that fall under TCEQ dam safety regulations meet the following criteria: • have a height greater than or equal to 25’, and a maximum storage capacity greater than or equal to 15 acre-feet • have a height greater than 6’, and a maximum storage capacity greater than or equal to 50 acre-feet The design engineer shall refer to the Texas Administrative Code, Title 30, Part 1, Chapter 299 Dams and Reservoirs for current dam safety criteria. All proposed construction or modification of dams are required to adhere to TCEQ dam safety criteria. Should the design engineer desire to utilize an existing facility that would qualify under this criteria and the use of the facility changes from an agricultural use to another use, the existing facility may need to be brought into compliance with the TCEQ dam safety criteria. If dams that fall under the TCEQ dam safety criteria, the City will require review and approval from TCEQ prior to authorizing construction. Section 4 – Drainage Design Requirements May 2012 Page 4-27
Engineering Standards Version 6/19/12 Water features and detention facilities with permanent pools must obtain a TCEQ water rights permit if applicable. Refer to TCEQ for water rights regulations. For permanent pool ponds without a water rights permit, the Engineer shall provide a signed statement to the City stating the water rights permit is not required. 4.10 Miscellaneous Drainage Requirements A. Lot Drainage - Lot to lot surface drainage is prohibited. Pad elevations shall be no less than 12” above curb elevation. Figure 4 is provided below for reference when performing lot grading designs. Lot grading type and finished floor elevations shall be shown on the construction plans. Type B and Type C Lot Grading must back to alleys, open space, or drainage easement. Type C Lot Grading may only be used with approval of Engineering Service. Refer to the International Residential Building Code (IRC) Section 401.3 (latest version) for additional requirements. Figure 4 Typical Lot Grading Patterns B. Storm Drain Materials 1. All public storm sewers shall be reinforced concrete. 2. All storm sewers under a fire lane or roadway and within a drainage easement shall be reinforced concrete. Any structure under a fire lane must be designed to withstand applicable loadings, including loading of a fire apparatus. C. The minimum finished floor elevation for any lot adjacent to a drainage feature shall be 2’ above the adjacent 100 year fully developed water surface elevation and shall be shown on the final plat. Section 4 – Drainage Design Requirements May 2012 Page 4-28
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: Engineering Standards Version 6/19/
Page 113: Engineering Standards Version 6/19/
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:
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:
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:
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:
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 321 and 322:
Page 323 and 324:
Page 325 and 326:
Version 6/19/12 E. All residential
Page 327 and 328:
Page 329 and 330:
Version 6/19/12 C. Appurtenances sh
Page 331 and 332:
Version 6/19/12 E. No connecting wa
Page 333 and 334:
Page 335 and 336:
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 and 346:
Page 347 and 348:
Version 6/19/12 C. All traffic sign
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Version 6/19/12 SECTION 344135 GROU
Page 355 and 356:
Version 6/19/12 SECTION 344140 TEMP
Page 357 and 358:
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 365 and 366:
Page 367 and 368:
Page 369 and 370:
Page 371 and 372:
Page 373 and 374:
Version 6/19/12 City of Frisco Appr
Page 375 and 376:
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:
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?