City of Frisco Engineering Standards

More documents

Recommendations

Info

Engineering Standards 5.2.9 Inverted Siphons The use of an inverted siphon to avoid obstructions along the alignment of the wastewater main requires approval by the Director of Engineering Services. Should an inverted siphon be necessary the design shall include: A. Two or more barrels (pipes). B. A minimum pipe diameter of 6”. C. The necessary appurtenances for convenient flushing and maintenance. D. One upstream and one downstream of a manhole for cleaning equipment, inspection and flushing. E. The siphon must be sized with sufficient head to achieve velocity of at least 3 fps at initial and design flows. F. The inlet and outlet shall divert the normal flow to one barrel. G. The system shall be designed to allow any barrel to be taken out of service for cleaning. H. The system shall be designed to minimize nuisance odors. 5.2.10 Wastewater Lift Stations Subdivisions shall be laid out so that all wastewater mains will be gravity flow. The use of a wastewater lift station must be approved by the Director of Engineering Services and the Director of Public Works. A. All wastewater lift stations shall be designed in accordance with TCEQ Chapter 217, Subchapter C. B. The Engineer shall prepare an engineering design report for the wastewater lift station. C. The lift station shall be connected to the City Supervisory Control and Data Acquisition (SCADA) system. The Owner shall pay all costs associated with the SCADA including all labor, equipment, materials, and programming of the City’s computer and testing. The SCADA equipment installed shall conform to the City’s standard specifications for Computerized Monitoring and Control Specifications for Wastewater Lift Stations. D. Control panels shall have heaters and exhaust fans, CT for reading amperage, HOA switch, and an amp overload reset button on the outside of the panel. E. All lift stations shall include a bioxide injection system for odor control. F. The bioxide tank shall have a concrete foundation. G. If carbon filters are required, the housing shall be painted per the approval of the Director of Engineering Services. H. Lift stations with two or more wet wells shall include a sluice gate between each wet well. I. Each pump shall have two guide rails. Section 5 – Water & Wastewater Design Requirements May 2012 Page 5-14
Engineering Standards J. Pumps shall be controlled by floats. K. Pumps shall include hydraulic mixed flush valves. L. For triplex pump stations, all three pumps are required to have swinging check valves, breakers, starters and floats for emergency situations. M. All lift stations shall include a landscaping and irrigation plan that shall be approved by the City’s landscape architect. N. All lift stations shall include an 8’ tall tubular steel fence with 16’ slide gate. O. A 2” blow off with an isolation valve and RPZ shall be installed next to the vault opposite the control panel. 5.2.11 Force Mains A. Use white-colored pipe material whenever available. B. 12” and smaller pipe shall be PVC ASTM D2241 SDR 26, or as determined by the Engineer. C. Pipes larger than 12” shall be PVC AWWA C905 DR 18 or as determined by the Engineer and approved by the Director of Engineering Services. D. Minimum size for force mains is 6”. E. Plug valves shall be installed every 1,000’ of force main 5.2.12 Dumpster Enclosure Drains A. Dumpster enclosures serving commercial sites that will need to have the enclosure washed out shall provide a connection to the sanitary sewer system. B. Connection shall provide a water-tight sealed cover that can be removed to drain enclosure during periodic cleaning. C. Dumpster enclosure shall be constructed to prevent parking lot stormwater runoff from entering enclosure area. Section 5 – Water & Wastewater Design Requirements May 2012 Page 5-15
Page 1 and 2:
Engineering Standards The City of F
Page 3 and 4:
Engineering Standards Table of Cont
Page 5 and 6:
Engineering Standards SECTION 6 LAN
Page 7 and 8:
Engineering Standards SECTION 1 - G
Page 9 and 10:
Engineering Standards 1.03 Enforcem
Page 11 and 12:
Engineering Standards C. Section 3
Page 13 and 14:
Engineering Standards direct respon
Page 15 and 16:
Engineering Standards D. Abandonmen
Page 17 and 18:
Engineering Standards SECTION 2 - T
Page 19 and 20:
Engineering Standards B. Roadway Ge
Page 21 and 22:
Engineering Standards TABLE 2.1: Ge
Page 23 and 24:
Engineering Standards Major Thoroug
Page 25 and 26:
Engineering Standards TABLE 2.2: Mi
Page 27 and 28:
Engineering Standards 5. Type A-A,
Page 29 and 30:
Engineering Standards B. Roadway Ge
Page 31 and 32:
Engineering Standards TABLE 2.1: Ge
Page 33 and 34:
Engineering Standards Major Thoroug
Page 35 and 36:
Engineering Standards TABLE 2.2: Mi
Page 37 and 38:
Engineering Standards 5. Type A-A,
Page 39 and 40:
Engineering Standards The ROW width
Page 41 and 42:
Engineering Standards the approach
Page 43 and 44:
Engineering Standards (600’) meas
Page 45 and 46:
Engineering Standards b. A Type G r
Page 47 and 48:
Engineering Standards c. Minimum st
Page 49 and 50:
Engineering Standards Type A or B 1
Page 51 and 52:
Engineering Standards Storage Lengt
Page 53 and 54:
Engineering Standards D. Minimum De
Page 55 and 56:
Engineering Standards Cross Street
Page 57 and 58:
Engineering Standards 18' ROW 12' 1
Page 59 and 60:
Engineering Standards I. Alley Grad
Page 61 and 62:
Engineering Standards 9. Differenti
Page 63 and 64:
Engineering Standards Criteria Driv
Page 65 and 66:
Engineering Standards H. Driveways
Page 67 and 68:
Engineering Standards 100' ROW 15'
Page 69 and 70:
Engineering Standards thoroughfares
Page 71 and 72:
Engineering Standards 46' - 0" 10'
Page 73 and 74:
Engineering Standards B. Corner Vis
Page 75 and 76:
Engineering Standards 4. Sight Line
Page 77 and 78:
Engineering Standards 2.09 Traffic
Page 79 and 80:
Engineering Standards 8. Street lig
Page 81 and 82:
Engineering Standards E. The follow
Page 83 and 84:
Engineering Standards the Director
Page 85 and 86:
Engineering Standards Institute of
Page 87 and 88:
Engineering Standards 2. The sectio
Page 89 and 90:
Engineering Standards SECTION 3 - P
Page 91 and 92:
Engineering Standards B. The subgra
Page 93 and 94:
Engineering Standards 2. PVR-TxDOT
Page 95 and 96:
Engineering Standards Section 3 - P
Page 97 and 98:
Engineering Standards Table 3.1 - P
Page 99 and 100:
Engineering Standards Section 4 - D
Page 101 and 102: Engineering Standards Table 4.2 She
Page 103 and 104: Engineering Standards 4. Coincident
Page 105 and 106: Engineering Standards Figure 1: Dow
Page 107 and 108: Engineering Standards 2. The City r
Page 109 and 110: Engineering Standards S n S e = Roa
Page 111 and 112: Engineering Standards 4. An emergen
Page 113 and 114: Engineering Standards F. The Inlet
Page 115 and 116: Engineering Standards • Column 37
Page 117 and 118: Engineering Standards 2. Laterals s
Page 119 and 120: Engineering Standards FIGURE 3 Stor
Page 121 and 122: Engineering Standards • Column 18
Page 123 and 124: Engineering Standards facility as p
Page 125 and 126: Engineering Standards Water feature
Page 127 and 128: Engineering Standards B. Supercriti
Page 129 and 130: Engineering Standards Section 4 - D
Page 131 and 132: Engineering Standards 4.12 Hydrauli
Page 133 and 134: Engineering Standards B. A Downstre
Page 135 and 136: Engineering Standards submittal as
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
Page 143 and 144: Engineering Standards 3. PVC water
Page 145 and 146: Engineering Standards F. Fire hydra
Page 147 and 148: Engineering Standards 5.2 Wastewate
Page 149 and 150: Engineering Standards Under each sc
Page 151: Engineering Standards G. All mains
Page 155 and 156: Engineering Standards 5.4 Easements
Page 157 and 158: Engineering Standards 3. Tunneling
Page 159 and 160: Engineering Standards Conditions Re
Page 161 and 162: Engineering Standards Section 6 - L
Page 163 and 164: Engineering Standards FIGURE 6.2: C
Page 165 and 166: Engineering Standards Section 7 - I
Page 167 and 168: Engineering Standards SECTION 8 - E
Page 169 and 170: Engineering Standards 8.03 Texas Co
Page 171 and 172: Engineering Standards C. Temporary
Page 173 and 174: Engineering Standards SECTION 9 - S
Page 175 and 176: Engineering Standards protection ag
Page 177 and 178: Engineering Standards c. Major stre
Page 179 and 180: Engineering Standards 1. Height. An
Page 181 and 182: Engineering Standards 1. Geometry (
Page 183 and 184: Engineering Standards b. Cast-in-pl
Page 185 and 186: Engineering Standards 13. E. Gravit
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 -
Page 207 and 208:
SECTION 032200 WELDED WIRE FABRIC P
Page 209 and 210:
SECTION 033101 DRILLED SHAFT FOUNDA
Page 211 and 212:
PART 1 - GENERAL 1.01 DESCRIPTION S
Page 213 and 214:
SECTION 034100 CONCRETE STRUCTURES
Page 215 and 216:
SECTION 071300 MOISTURE BARRIER PAR
Page 217 and 218:
approved by the city. In any case,
Page 219 and 220:
E. The service enclosure shall be m
Page 221 and 222:
C. The assembly will contain either
Page 223 and 224:
SECTION 265620 LUMINAIRE FIXTURE PA
Page 225 and 226:
SECTION 270500 CONDUIT PART 1 - GEN
Page 227 and 228:
PART 4 - MEASUREMENT AND PAYMENT 4.
Page 229 and 230:
4.02 PAYMENT the revised quantity.
Page 231 and 232:
SECTION 312323 SELECT FILL PART 1 -
Page 233 and 234:
4.02 PAYMENT by the Contractor, the
Page 235 and 236:
PART 3 - EXECUTION 3.01 INSTALLATIO
Page 237 and 238:
SECTION 313600 GABIONS AND GABION M
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:
Page 251 and 252:
SECTION 321126 ASPHALT BASE COURSE
Page 253 and 254:
SECTION 321216 HOT MIX ASPHALT PAVE
Page 255 and 256:
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 265 and 266:
Page 267 and 268:
Page 269 and 270:
SECTION 321723 PAVEMENT MARKERS AND
Page 271 and 272:
Page 273 and 274:
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 and 286:
B. Mainline and Lateral Piping: Ins
Page 287 and 288:
PART 4 -MEASUREMENT AND PAYMENT 4.0
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 305 and 306:
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:
Page 321 and 322:
B. A tapping saddle shall be used t
Page 323 and 324:
SECTION 331217 RESILIENT SEATED GAT
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
Page 331 and 332:
Page 333 and 334:
Page 335 and 336:
E. All residential wastewater later
Page 337 and 338:
PART 3 - EXECUTION 3.01 CONSTRUCTIO
Page 339 and 340:
C. Appurtenances shall be construct
Page 341 and 342:
E. No connecting wastewater main sh
Page 343 and 344:
Page 345 and 346:
Page 347 and 348:
D. Manholes deeper that fifteen fee
Page 349 and 350:
SECTION 334113 REINFORCED CONCRETE
Page 351 and 352:
SECTION 334200 REINFORCED BOX CULVE
Page 353 and 354:
SECTION 334914 HEADWALLS AND WINGWA
Page 355 and 356:
Page 357 and 358:
C. All traffic signal mast arm pole
Page 359 and 360:
Page 361 and 362:
Page 363 and 364:
SECTION 344135 GROUND BOX PART 1 -
Page 365 and 366:
SECTION 344140 TEMPORARY TRAFFIC SI
Page 367 and 368:
Page 369 and 370:
F. If, at any time during construct
Page 371 and 372:
AM APPROVED MATERIALS LIST AM - App
Page 373 and 374:
City of Frisco Approved Materials L
Page 375 and 376:
Page 377 and 378:
Page 379 and 380:
Page 381 and 382:
Page 383 and 384:
Page 385 and 386:
Common Name Dwarf Crape Myrtle City
Page 387 and 388:
SD STANDARD CONSTRUCTION DETAILS SD
Page 389 and 390:
D05 Recessed Curb Inlet - Sheet 2 o
Page 391 and 392:
City Logo (See Note #1) City of Fri
Page 393 and 394:
STANDARD CONSTRUCTION DETAIL THOROU
Page 395 and 396:
STANDARD CONSTRUCTION DETAIL EXISTI
Page 397 and 398:
OPTION 1 OPTION 2 STANDARD CONSTRUC
Page 399 and 400:
STREET HEADER AT EXISTING PAVEMENT
Page 401 and 402:
PLAN SECTION A-A SECTION B-B STANDA
Page 403 and 404:
PLAN SECTION A-A STANDARD CONSTRUCT
Page 405 and 406:
PLAN SECTION A-A STANDARD CONSTRUCT
Page 407 and 408:
PLAN SECTION A-A SECTION B-B JOINT
Page 409 and 410:
OPPOSING TRAFFIC GORE DETAIL NEUTRA
Page 411 and 412:
TYPICAL INSTALLATION STANDARD CONST
Page 413 and 414:
STANDARD CONSTRUCTION DETAIL STREET
Page 415 and 416:
PLAN PROFILE STANDARD CONSTRUCTION
Page 417 and 418:
PLAN PROFILE STANDARD CONSTRUCTION
Page 419 and 420:
INLET SECTION FOR RECESSED AND STAN
Page 421 and 422:
CLASS "B" STANDARD CONSTRUCTION DET
Page 423 and 424:
CLASS "B-1" STANDARD CONSTRUCTION D
Page 425 and 426:
CLASS "G" STANDARD CONSTRUCTION DET
Page 427 and 428:
STANDARD CONSTRUCTION DETAIL INFILT
Page 429 and 430:
PLAN SECTION X-X STANDARD CONSTRUCT
Page 431 and 432:
STANDARD CONSTRUCTION DETAIL HORIZO
Page 433 and 434:
STANDARD CONSTRUCTION DETAIL THRUST
Page 435 and 436:
STANDARD CONSTRUCTION DETAIL BUTTER
Page 437 and 438:
” ” ” STANDARD CONSTRUCTION D
Page 439 and 440:
STANDARD CONSTRUCTION DETAILS FIRE
Page 441 and 442:
STANDARD CONSTRUCTION DETAIL RESIDE
Page 443 and 444:
PLAN VIEW SECTION STANDARD CONSTRUC
Page 445 and 446:
PLAN VIEW SECTION STANDARD CONSTRUC
Page 447 and 448:
ELEVATION FIELD INSTALLATION DETAIL
Page 449 and 450:
STANDARD CONSTRUCTION DETAIL PRECAS
Page 451 and 452:
STANDARD CONSTRUCTION DETAIL VENTED
Page 453 and 454:
STANDARD CONSTRUCTION DETAIL MANHOL
Page 455 and 456:
PLAN VIEW INSTALLATION AND REMOVAL
Page 457 and 458:
PROFILE VIEW SECTION X-X STANDARD C
Page 459 and 460:
ELEVATION FIELD INSTALLATION DETAIL
Page 461 and 462:
PLAN SECTION STANDARD CONSTRUCTION
Page 463 and 464:
PLAN SECTION STANDARD CONSTRUCTION
Page 465 and 466:
STANDARD CONSTRUCTION DETAIL CONCRE
Page 467 and 468:
Engineering Standards APPENDIX A DE
Page 469 and 470:
Engineering Standards Equal: Materi
Page 471 and 472:
Engineering Standards LF LL LLDPE L
show all

City of Frisco Engineering Standards

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?