Specs

More documents

Recommendations

Info

Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 PART 3 EXECUTION 3.01 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting installation and application of joint sealers and access panels. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.02 PREPARATION FOR JOINT SEALERS A. Surface Cleaning for Joint Sealers: Clean surfaces of joints immediately before applying joint sealers to comply with recommendations of joint sealer manufacturer. B. Apply joint sealer primer to substrates as recommended by joint sealer manufacturer. Protect adjacent areas from spillage and migration of primers, using masking tape. Remove tape immediately after tooling without disturbing joint seal. 3.03 EXCAVATION A. Slope sides of excavations to comply with local codes and ordinances. Shore and brace as required for stability of excavation. B. Shoring and Bracing: Establish requirements for trench shoring and bracing to comply with local codes and authorities. Maintain shoring and bracing in excavations regardless of time period excavations will be open. 1. Remove shoring and bracing when no longer required. Where sheeting is allowed to remain, cut top of sheeting at an elevation of 30 inches below finished grade elevation. C. Install sediment and erosion control measures in accordance with local codes and ordinances. D. Dewatering: Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. 1. Do not allow water to accumulate in excavations. Remove water to prevent softening of bearing materials. Provide and maintain dewatering system components necessary to convey water away from excavations. 2. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey surface water to collecting or run-off areas. Do not use trench excavations as temporary drainage ditches. E. Material Storage: Stockpile satisfactory excavated materials where directed, until required for backfill or fill. Place, grade, and shape stockpiles for proper drainage. 1. Locate and retain soil materials away from edge of excavations. Do not store within drip-line of trees indicated to remain. 2. Remove and legally dispose of excess excavated materials and materials not acceptable for use as backfill or fill. F. Excavation for Underground Vaults and Electrical Structures: Conform to elevations and dimensions shown within a tolerance of plus or minus 0.10 foot; plus a sufficient distance to permit placing and removal of concrete formwork, installation of services, other construction, and for inspection. 1. Excavate, by hand, areas within drip-line of large trees. Protect the root system from damage and dry-out. Maintain moist conditions for root system and cover exposed roots with burlap. Paint root cuts of 1 inch in diameter and larger with emulsified BASIC ELECTRICAL MATERIALS & METHODS 16050 - Page 5 of 9
Bridgestone Retail Operations, LLC PROJECT MANUAL Version: January 2012 asphalt tree paint. 2. Take care not to disturb bottom of excavation. Excavate by hand to final grade just before concrete reinforcement is placed. G. Trenching: Excavate trenches for electrical installations as follows: 1. Excavate trenches to the uniform width, sufficiently wide to provide ample working room and a minimum of 6 to 9 inches clearance on both sides of raceways and equipment. 2. Excavate trenches to depth indicated or required. 3. Limit the length of open trench to that in which installations can be made and the trench backfilled within the same day. 4. Where rock is encountered, carry excavation below required elevation and backfill with a layer of crushed stone or gravel prior to installation of raceways and equipment. Provide a minimum of 6 inches of stone or gravel cushion between rock bearing surface and electrical installations. H. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 deg F (1 deg 2 C). I. Backfilling and Filling: Place soil materials in layers to required subgrade elevations for each area classification listed below, using materials specified in Part 2 of this Section. 1. Under walks and pavements, use a combination of subbase materials and excavated or borrowed materials. 2. Under building slabs, use drainage fill materials. 3. Under piping and equipment, use subbase materials where required over rock bearing surface and for correction of unauthorized excavation. 4. For raceways less than 30 inches below surface of roadways, provide 4-inch-thick concrete base slab support. After installation of raceways, provide a 4-inch thick concrete encasement (sides and top) prior to backfilling and placement of roadway subbase. 5. Other areas, use excavated or borrowed materials. J. Backfill excavations as promptly as work permits, but not until completion of the following: 1. Inspection, testing, approval, and locations of underground utilities have been recorded. 2. Removal of concrete formwork. 3. Removal of shoring and bracing, and backfilling of voids. 4. Removal of trash and debris. K. Placement and Compaction: Place backfill and fill materials in layers of not more than 8 inches in loose depth for material compacted by heavy equipment, and not more than 4 inches in loose depth for material compacted by hand-operated tampers. L. Before compaction, moisten or aerate each layer as necessary to provide optimum moisture content. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification specified below. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. M. Place backfill and fill materials evenly adjacent to structures, piping, and equipment to required elevations. Prevent displacement of raceways and equipment by carrying material uniformly around them to approximately same elevation in each lift. N. Compaction: Control soil compaction during construction, providing minimum percentage of density specified for each area classification indicated below. O. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density for soils which exhibit a well-defined moisture-density relationship (cohesive soils), determined in accordance with ASTM D 1557 and not less than BASIC ELECTRICAL MATERIALS & METHODS 16050 - Page 6 of 9
Page 1:
Bridgestone Retail Operations, LLC
Page 5 and 6:
Bismarck Real Estate Partners, Inc.
Page 7 and 8:
Bismarck Real Estate Partners, Inc.
Page 9 and 10:
Page 11 and 12:
Page 13:
Page 16 and 17:
Page 18 and 19:
Page 21 and 22:
Page 23 and 24:
Page 28 and 29:
Page 30 and 31:
Page 32 and 33:
Page 34 and 35:
Page 36 and 37:
Bridgestone Retail Operations LLC..
Page 38 and 39:
Page 40 and 41:
Page 42 and 43:
Page 44 and 45:
Page 46 and 47:
Page 48 and 49:
Page 50 and 51:
Page 52 and 53:
Page 54 and 55:
Page 56 and 57:
Page 58 and 59:
Page 60 and 61:
Page 62 and 63:
Page 64 and 65:
Page 66 and 67:
Page 68 and 69:
Page 70 and 71:
Page 72 and 73:
Page 74 and 75:
Page 76 and 77:
Page 78 and 79:
Page 80 and 81:
Page 82 and 83:
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100:
Page 103 and 104:
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128:
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 138 and 139:
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146:
Page 149 and 150:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 160 and 161:
Page 162:
Page 165 and 166:
Page 168:
Page 172 and 173:
Page 174 and 175:
Page 176:
Page 180 and 181:
Page 182 and 183:
Page 184 and 185:
Page 186 and 187:
Page 188 and 189:
Page 190:
Page 193 and 194:
Page 195 and 196:
Page 197 and 198:
Page 199 and 200:
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
Page 208 and 209:
Page 210 and 211:
Page 212:
Page 215 and 216:
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 228 and 229:
Page 230 and 231:
Page 232 and 233:
Page 234 and 235:
Page 236 and 237:
Page 238:
Page 241 and 242:
Page 244 and 245:
Page 246 and 247:
Page 248:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 262 and 263:
Page 264:
Page 267 and 268:
Bridgestone Retail Operations LLC P
Page 270 and 271:
Page 272 and 273:
Page 274:
Page 277 and 278:
Page 280 and 281:
Page 282:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 292:
Page 296 and 297:
Page 298:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Page 308 and 309:
Page 310 and 311:
Page 312:
Page 315 and 316:
Page 317 and 318:
Page 320 and 321:
Page 322:
Page 325 and 326:
Page 328 and 329:
Page 330:
Page 333 and 334:
Page 336 and 337:
Page 338 and 339:
Page 340:
Page 343 and 344:
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 356 and 357:
Page 358 and 359:
Page 360:
Page 363 and 364:
Page 366 and 367:
Page 368 and 369:
Page 370 and 371:
Page 372 and 373:
Page 374 and 375:
Page 376 and 377:
Page 378 and 379:
Page 380 and 381:
Page 382 and 383:
Page 384 and 385:
Page 386:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 402 and 403:
Page 404 and 405:
Page 406 and 407:
Page 408 and 409:
Page 410 and 411:
Page 412 and 413:
Page 414 and 415:
Page 416:
Page 419 and 420:
Page 422 and 423:
Page 424 and 425:
Page 426 and 427:
Page 428:
Page 431 and 432:
Page 433 and 434:
Page 436 and 437:
Page 438 and 439:
Page 440 and 441:
Page 442 and 443:
Page 444 and 445:
Page 446 and 447:
Page 448 and 449:
Page 450 and 451:
Page 452 and 453:
Page 454 and 455:
Page 456 and 457:
Page 458 and 459:
Page 460:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480: Bridgestone Retail Operations, LLC
Page 502: Bridgestone Retail Operations, LLC
Page 580 and 581:
Page 582:
Page 585 and 586:
Page 587 and 588:
Page 589:
Page 592 and 593:
REPORT OF GEOTECHNICAL ENGINEERING
Page 594 and 595:
Proposed Bridgestone April 20, 2011
Page 596 and 597:
Page 598 and 599:
Page 600 and 601:
Page 602 and 603:
Page 604 and 605:
Page 606 and 607:
Page 608 and 609:
Page 611 and 612:
FIGURE: 3 DATE STARTED: 4/5/11 DRIL
Page 613 and 614:
Page 615 and 616:
Page 617 and 618:
Page 619 and 620:
FIGURE: 11 DATE STARTED: 4/5/11 DRI
Page 621 and 622:
APPENDIX A Laboratory Test Results
Page 623 and 624:
12 SWELL-CONSOLIDATION TEST 10 8 6
Page 625 and 626:
Page 627 and 628:
Page 629 and 630:
Page 631 and 632:
10 SWELL-CONSOLIDATION TEST 8 6 4 2
Page 633 and 634:
Page 635 and 636:
Page 637 and 638:
Page 639 and 640:
June 21, 2012 Bridgestone Retail Op
Page 641 and 642:
Bridgestone/Firestone - Lakewood, C
Page 643 and 644:
Bridgestone/Firestone - Lakewood, C
show all

Specs

Create successful ePaper yourself

Delete template?

Save as template?