City of Frisco Engineering Standards

More documents

Recommendations

Info

SECTION 333914 CAST-IN-PLACE CONCRETE MANHOLES PART 1 – GENERAL 1.01 DESCRIPTION A. All material, labor, equipment, tools and superintendence necessary to furnish and install Cast-In-Place Concrete Manholes in accordance with Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1. 1.02 REFERENCES A. Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1 1.03 RELATED SECTIONS A. Section 333913 – Wastewater Manhole Frames and Covers B. Section 330131 – Wastewater and Manhole Testing PART 2 – PRODUCTS 2.01 MATERIALS A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1.4.1.1. B. A manhole-pipe connection must use water tight, size on size resilient connectors that allow for differential settlement and must conform to ASTM C923. C. A manhole located in a roadway or other paved area subject to vehicular traffic must meet or exceed the American Association of State Highways and Transportation Officials standard M-306 for load bearing. PART 3 – EXECUTION 3.01 CONSTRUCTION A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1.4. B. For fifteen inch (15”) to twenty-seven inch (27”) wastewater mains, the manhole shall have a minimum diameter of five feet (5’). C. For wastewater mains larger than twenty-seven inches (27”), the manhole shall have a minimum diameter of six feet (6’). D. Manholes deeper that fifteen feet (15’) shall have a minimum diameter of five feet (5’). E. The exterior of all concrete manholes shall be coated with bituminous waterproofing material. City of Frisco May 2012 Standard Technical Specification Cast-In-Place Concrete Manholes 333914-1
PART 4 – MEASUREMENT AND PAYMENT 4.01 MEASUREMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1.6. 4.02 PAYMENT A. Refer to Public Works Construction Standards, NCTCOG, 4 th Edition, Item 502.1.6. END OF SECTION City of Frisco May 2012 Standard Technical Specification Cast-In-Place Concrete Manholes 333914-2
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 and 152:
Engineering Standards G. All mains
Page 153 and 154:
Engineering Standards J. Pumps shal
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:
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 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:
PART 4 - MEASUREMENT AND PAYMENT 4.
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: PART 1 - GENERAL 1.01 DESCRIPTION S
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
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 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: PART 4 - MEASUREMENT AND PAYMENT 4.
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 357 and 358: C. All traffic signal mast arm pole
Page 363 and 364: SECTION 344135 GROUND BOX PART 1 -
Page 365 and 366: SECTION 344140 TEMPORARY TRAFFIC SI
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 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

Create successful ePaper yourself

Delete template?

Save as template?