Vol 2 - Garney Construction

More documents

Recommendations

Info

CONTRACT DOCUMENTS ANDSPECIFICATIONSJohnson County WastewaterDouglas L. Smith Middle Basin WWTPSolids Dewatering ImprovementsIMB1-CO23August 18, 2012HDR Project No. 167819CH2M HILL Project No. 382059.05Bid Request No. 2012 – 054______________________________________________________________________________________________________Bidder’s Name and Address
Page 1: CONTRACT DOCUMENTS ANDSPECIFICATION
Page 5 and 6: Pages03 21 00 Reinforcing Steel ...
Page 7 and 8: PagesDIVISION 23—HEATING, VENTILA
Page 9 and 10: PagesDIVISION 40—PROCESS INTEGRAT
Page 12: TECHNICAL SPECIFICATIONS
Page 16 and 17: SECTION 01 26 00CONTRACT MODIFICATI
Page 18 and 19: 1.04 CHANGE ORDERSA. Procedure:1. E
Page 20 and 21: 6. Leased Equipment, When Idle (Sta
Page 22 and 23: SECTION 01 29 00PAYMENT PROCEDURESP
Page 24: 4. Material not unloaded from trans
Page 27 and 28: C. Contractor shall coordinate dire
Page 29 and 30: e. Construct new concrete pads for
Page 31 and 32: d. Reconnect all existing active si
Page 33 and 34: until connected to new odor control
Page 35 and 36: C. Engineer shall have the right to
Page 37 and 38: D. Restore existing work, Undergrou
Page 39 and 40: 1.04 PROGRESS MEETINGSA. Engineer w
Page 42 and 43: SECTION 01 32 00CONSTRUCTION PROGRE
Page 44 and 45: 3. Show complete interdependence an
Page 46 and 47: Contractor shall, within 7 days of
Page 48: 1.08 ADJUSTMENT OF CONTRACT TIMESA.
Page 51 and 52: 3. Identify each submittal with the
Page 53 and 54:
3. Manufacturer’s Color Chart: Un
Page 55 and 56:
D. Contract Closeout Submittals: In
Page 57 and 58:
O. Testing and Startup Data: In acc
Page 59 and 60:
1. AA Aluminum Association2. AABC A
Page 61 and 62:
79. MMA Monorail Manufacturers’ A
Page 64 and 65:
SECTION 01 43 33MANUFACTURERS’ FI
Page 66 and 67:
3.03 MANUFACTURER’S CERTIFICATE O
Page 68:
MANUFACTURER’S CERTIFICATE OF COM
Page 72 and 73:
SECTION 01 45 16.13CONTRACTOR QUALI
Page 74 and 75:
3.03 QUALITY CONTROL ORGANIZATIONA.
Page 76 and 77:
d) Establish level of workmanship a
Page 78 and 79:
D. Notification of Changes: After a
Page 80:
3.09 COMPLETION INSPECTIONA. CQC Sy
Page 83 and 84:
2. Special Inspection, Continuous:
Page 85 and 86:
a. Special Inspection and testing r
Page 87 and 88:
3.02 TESTINGA. To facilitate testin
Page 89 and 90:
B. Use area designated for Contract
Page 91 and 92:
PART 3EXECUTION3.01 ENGINEER’S FI
Page 93 and 94:
3. Provide means to prevent water u
Page 95 and 96:
F. Waterways: Keep ditches, culvert
Page 97 and 98:
3.07 PARKING AREASA. Control vehicu
Page 99 and 100:
5. U.S. Weather Bureau: Rainfall Fr
Page 101 and 102:
PART 3EXECUTION3.01 PREPARATIONA. E
Page 103 and 104:
B. Replace or repair failed or over
Page 105 and 106:
name of Project and Contractor, equ
Page 107 and 108:
H. Hazardous Materials: Prevent con
Page 109 and 110:
B. Lubrication System:1. Require no
Page 112 and 113:
SECTION 01 64 00OWNER-FURNISHED PRO
Page 114 and 115:
1.08 EXTRA MATERIALSA. Unless other
Page 116 and 117:
SECTION 01 77 00CLOSEOUT PROCEDURES
Page 118 and 119:
B. Preservation:1. Maintain documen
Page 120 and 121:
SECTION 01 78 23OPERATION AND MAINT
Page 122 and 123:
1.05 SUBMITTALSA. Informational:d.
Page 124 and 125:
6. Guarantee, Bond, and Service Agr
Page 126:
PART 2PART 3PRODUCTS (NOT USED)EXEC
Page 129 and 130:
Equipment RecordPage 2 of 2Lubrican
Page 131 and 132:
1.03 FACILITY STARTUP AND PERFORMAN
Page 133 and 134:
c. Lubricate equipment in accordanc
Page 135 and 136:
B. Demonstrate proper operation of
Page 138:
FACILITY PERFORMANCE DEMONSTRATION/
Page 141 and 142:
G. Universal Waste Lamp: In accorda
Page 143 and 144:
7. Plug sewer lines with concrete t
Page 145 and 146:
11. Where the concealed raceway is
Page 147 and 148:
3.03 BURNING3. Provide protective m
Page 150 and 151:
SECTION 03 01 32REPAIR OF VERTICAL
Page 152 and 153:
1.03 SUBMITTALSA. Action Submittals
Page 154 and 155:
c. Technical representative for rep
Page 156 and 157:
c. Slant Shear Bond Strength, ASTM
Page 158 and 159:
3.03 REINFORCEMENT INSTALLATIONA. P
Page 160 and 161:
B. Compression Strength Test:1. Tes
Page 162 and 163:
SECTION 03 01 33REPAIR OF HORIZONTA
Page 164 and 165:
D. New Concrete: Concrete less than
Page 166 and 167:
E. Freeze-thaw Resistance and Resis
Page 168 and 169:
I. Manufacturers and Products:1. BA
Page 170 and 171:
2.08 CEMENTITIOUS BONDING AGENT AND
Page 172 and 173:
D. Following removal of unsound or
Page 174 and 175:
c. Working Time: 30 minutes at 70 d
Page 176 and 177:
2. Direct Tension Bond Test:a. Two
Page 178 and 179:
SECTION 03 10 00CONCRETE FORMING AN
Page 180 and 181:
4. Flat bar ties for panel forms; f
Page 182:
3.03 FORM REMOVALd. Column Type C-A
Page 185 and 186:
Page 187 and 188:
2.04 BOND BREAKERA. Tape for Joints
Page 189 and 190:
H. Ties for PVC Waterstop: “Hog R
Page 191 and 192:
C. Plastic Waterstop:1. Install in
Page 193 and 194:
3.07 PREFORMED CONTROL JOINTSA. Use
Page 195 and 196:
Page 197 and 198:
2.03 FABRICATIONbe embedded. Precas
Page 199 and 200:
D. Place welded wire fabric on conc
Page 201 and 202:
1.02 DEFINITIONSn. C618, Standard S
Page 203 and 204:
5) Aggregates, including specified
Page 205 and 206:
B. Qualifications:1. Batch Plant: N
Page 207 and 208:
c. Limit deleterious substances in
Page 209 and 210:
7. Use water-reducing and retarding
Page 211 and 212:
PART 3EXECUTION3.01 PLACING CONCRET
Page 213 and 214:
4. Consider beams, girders, bracket
Page 215 and 216:
3. Clean areas to receive grout top
Page 217 and 218:
4. Inject cracks in accordance with
Page 219 and 220:
F. Type S-6 (Sidewalk Finish):1. Sl
Page 221 and 222:
8. If measured air content at deliv
Page 223 and 224:
3. Bonding Agent Manufacturer’s R
Page 225 and 226:
3.14 SUPPLEMENTSA. Requirements of
Page 227 and 228:
Nominal Maximum Aggregate Sizein.
Page 230 and 231:
CONCRETE MIX DESIGN, CLASS 4500F2S1
Page 232 and 233:
CONCRETE MIX DESIGN, CLASS SM00F2S1
Page 234 and 235:
Page 236 and 237:
Page 238 and 239:
CONCRETE MIX DESIGN, CLASS GT00F1S1
Page 240 and 241:
SECTION 03 35 00CONCRETE FINISHINGP
Page 242 and 243:
3. Sonneborn, Minneapolis, MN.4. Eu
Page 244 and 245:
SECTION 03 39 00CONCRETE CURINGPART
Page 246:
B. Use one of the following methods
Page 249 and 250:
B. Informational Submittals:1. For
Page 251 and 252:
G. Embedded Items:1. ASTM A36 steel
Page 253 and 254:
2.05 SOURCE QUALITY CONTROLA. Prepa
Page 255 and 256:
3.05 FIELD QUALITY CONTROLA. Inspec
Page 257 and 258:
1.03 QUALIFICATIONS6. Test Reports:
Page 259 and 260:
B. Category II:1. Nonmetallic, nong
Page 261 and 262:
7. Strength Test Failures: Nonshrin
Page 263 and 264:
A. Bagged Material:1. List lot numb
Page 266 and 267:
SECTION 03 63 00CONCRETE DOWELINGPA
Page 268 and 269:
c. Simpson Strong-Tie Co., Inc., Pl
Page 270 and 271:
SECTION 04 21 13.13MASONRY VENEERPA
Page 272 and 273:
PART 2PRODUCTS2.01 MASONRY UNITSA.
Page 274 and 275:
G. Sand: ASTM C144, in addition not
Page 276 and 277:
4. Manufacturer and Product: Dur-O-
Page 278 and 279:
ick plumb, true to line, with level
Page 280 and 281:
M. Anchoring: Anchor brick veneer t
Page 282:
3.07 PROTECTIONA. Wall Covering: Du
Page 285 and 286:
Page 287 and 288:
2.02 MASONRY UNITSA. General:1. Fur
Page 289 and 290:
2.07 GROUT MIXES5. Add remaining ag
Page 291 and 292:
2. Running Bond:a. Unless otherwise
Page 293 and 294:
3. Lap reinforcing bars as shown, w
Page 295 and 296:
. Provide sufficient size to permit
Page 297 and 298:
E. Protect masonry against freezing
Page 299 and 300:
J. UT: Ultrasonic Testing.K. VT: Vi
Page 301 and 302:
3.02 NONDESTRUCTIVE WELD TESTING RE
Page 304:
Welding and Nondestructive TestingS
Page 307 and 308:
i. A194/A194M, Specification for Ca
Page 309 and 310:
E. Submerged: Location at or below
Page 311 and 312:
ItemSteel Bolts and Nuts:Carbon Ste
Page 313 and 314:
. Store adhesive cartridges on pall
Page 315 and 316:
2.10 FLOOR PLATEA. Material:1. Alum
Page 317 and 318:
2.13 FLOOR HATCHESA. Load Capacity:
Page 319 and 320:
5. Fabricate to longest length as p
Page 321 and 322:
2.20 FABRICATIONA. General:1. Finis
Page 323 and 324:
PART 3EXECUTION3.01 INSTALLATION OF
Page 325 and 326:
5. Do not exceed maximum torque as
Page 327 and 328:
3.10 MANUFACTURER’S SERVICESA. Ad
Page 329 and 330:
Service Useand Location Product Rem
Page 331 and 332:
c. Design Data: Calculations or tes
Page 333 and 334:
PART 2PRODUCTS2.01 DESIGN PERFORMAN
Page 335 and 336:
e. Base Connection:1) Manufacturers
Page 337 and 338:
B. Bolts and Nuts for Bolting Handr
Page 339 and 340:
D. Setting Posts:1. Surface Mounted
Page 342 and 343:
SECTION 05 53 00METAL GRATINGSPART
Page 344 and 345:
5. Bearing Bars, Cross Bars and Ban
Page 346:
2. Coordinate dimensions and fabric
Page 349 and 350:
Page 351 and 352:
2.03 CONSTRUCTION PANELSA. Plywood:
Page 353 and 354:
PART 3EXECUTION3.01 EXAMINATIONA. V
Page 356 and 357:
SECTION 07 19 00WATER REPELLENTSPAR
Page 358 and 359:
PART 3EXECUTION3.01 EXAMINATION AND
Page 360 and 361:
SECTION 07 21 00THERMAL INSULATIONP
Page 362:
3.02 RIGID INSULATIONA. Install in
Page 365 and 366:
1.02 SUBMITTALSb. HH-I/2, (Basic; A
Page 367 and 368:
1.07 SPECIAL GUARANTEEA. Product: F
Page 369 and 370:
2. Flashing sheet combining SBS pol
Page 371 and 372:
B. Bitumen:1. Maintain kettle tempe
Page 374 and 375:
SECTION 07 62 00SHEET METAL FLASHIN
Page 376 and 377:
C. Carefully handle to avoid damage
Page 378 and 379:
C. Finish: Factory finished with an
Page 380 and 381:
K. At exposed ends of counterflashi
Page 382:
3.03 FINISHA. Exposed Surfaces of F
Page 385 and 386:
D. Manufacturers and Products:1. Pa
Page 387 and 388:
2.09 ROOF DRAINSA. Molded plastic d
Page 390 and 391:
SECTION 07 92 00JOINT SEALANTSPART
Page 392 and 393:
3. Manufacturers and Products:a. BA
Page 394 and 395:
B. Joint Cleaner: Noncorrosive and
Page 396 and 397:
C. Apply joint sealant manufacturer
Page 398:
SECTION 08 06 01DOOR AND HARDWARE S
Page 404 and 405:
SECTION 08 11 16ALUMINUM DOORS AND
Page 406:
PART 3EXECUTION3.01 INSTALLATIONA.
Page 409 and 410:
B. Informational Submittals:1. Thir
Page 411 and 412:
2.04 FINISHES4. Motor Rating: Minim
Page 414 and 415:
SECTION 08 41 13ALUMINUM-FRAMED ENT
Page 416 and 417:
PART 2PRODUCTS2.01 MANUFACTURERSA.
Page 418 and 419:
3.02 INSTALLATIONA. In accordance w
Page 420 and 421:
SECTION 08 71 00DOOR HARDWAREPART 1
Page 422 and 423:
Door HeightUp to 5'-0”5'-1” to
Page 424 and 425:
2.07 EXIT DEVICESA. BHMA A156.3.B.
Page 426 and 427:
No. Type Description Pemko ReeseT2
Page 428:
3.03 MANUFACTURER’S SERVICESA. De
Page 431 and 432:
1.02 SUBMITTALSp. E1300, Standard P
Page 433 and 434:
B. Handling:1. Stack individual lit
Page 435 and 436:
1. Silicone Glazing Sealant: ASTM C
Page 437 and 438:
B. Exterior Dry Method (Gasket Glaz
Page 440 and 441:
SECTION 08 90 00LOUVERSPART 1GENERA
Page 442 and 443:
2.03 ACCESSORIESA. Anchors and Fast
Page 444:
LOUVER SCHEDULELOUVER TYPES: ABBREV
Page 448 and 449:
INTERIOR FINISH SCHEDULEABBREVIATIO
Page 450 and 451:
SECTION 09 90 00PAINTING AND COATIN
Page 452 and 453:
3. Factory Applied Coatings: Manufa
Page 454 and 455:
2.03 PAINT MATERIALSA. General:1. M
Page 456 and 457:
d. Prior to blast cleaning, grind s
Page 458 and 459:
more than 5 percent of each unit ar
Page 460 and 461:
4. Brush-off blast clean to remove
Page 462 and 463:
c. Acid will react vigorously for a
Page 464 and 465:
4. Visually inspect concrete, mason
Page 466 and 467:
G. System No. 25 Exposed PVC:Surfac
Page 468 and 469:
pinholes, holidays, and discontinui
Page 470:
PAINT SYSTEM DATA SHEETComplete thi
Page 474 and 475:
SECTION 10 14 00SIGNAGEPART 1GENERA
Page 476 and 477:
2.04 SIGNSC. Manufacturers and Prod
Page 478 and 479:
6. Manufacturers and Products:a. Br
Page 480 and 481:
MarkMaterialH-3 CalciumHydroxide (9
Page 482:
3.07 SUPPLEMENTS2. Operating Proced
Page 485 and 486:
SIGN SCHEDULESignSize Mounting Lett
Page 488 and 489:
SECTION 10 44 00PORTABLE FIRE AND S
Page 490:
PART 3EXECUTION3.01 INSTALLATIONA.
Page 494 and 495:
SECTION 22 10 01.08POLYETHYLENE (PE
Page 496 and 497:
SECTION 22 40 00PLUMBING FIXTURESPA
Page 498 and 499:
4. FD-2, Floor Drain (Unfinished Ar
Page 500:
D. Adjust water flows in domestic w
Page 503 and 504:
4. Have a proven record of at least
Page 505 and 506:
4. Adjust outside air dampers, retu
Page 508 and 509:
SECTION 23 09 00.01HVAC CONTROLS SE
Page 510 and 511:
SECTION 23 09 13HVAC CONTROLS, FIEL
Page 512 and 513:
SECTION 23 31 13METAL DUCTS AND ACC
Page 514 and 515:
1.02 DEFINITIONSd. Fire, Smoke, and
Page 516 and 517:
E. Changes or alterations to layout
Page 518 and 519:
D. Water-Based Sealants:1. Listed b
Page 520 and 521:
2. Provide fasteners that do not da
Page 522 and 523:
2.10 MANUAL DAMPERSA. Butterfly Man
Page 524 and 525:
C. Penetrations:1. Provide duct sle
Page 526 and 527:
D. Support horizontal ducts within
Page 528:
3.09 BALANCING OF AIR SYSTEMSA. Per
Page 531 and 532:
e. Drawings showing layout, support
Page 533 and 534:
B. Reinforcement:1. Veil: Chemical
Page 535 and 536:
3. Support Spacing:a. 24 Inch Diame
Page 537 and 538:
6. Anti-seize thread compound shall
Page 539 and 540:
4. 1-inch minimum flat rectangular
Page 541 and 542:
1.02 DEFINITIONS6. CSA America (CSA
Page 543 and 544:
d) Static pressure, capacity, horse
Page 545 and 546:
PART 2PRODUCTS2.01 EQUIPMENT SCHEDU
Page 547 and 548:
2. Panel Arrangement: Panels mechan
Page 549 and 550:
5) Base:a) All-welded heavy-gauge m
Page 551 and 552:
d. Adequately sized access door(s)
Page 553 and 554:
H. Control Dampers:1. Internally mo
Page 555 and 556:
2.08 CORROSION PROTECTIONA. General
Page 557 and 558:
a. Belt Drive (except Vane Axial):
Page 559 and 560:
E. Vibration Testing:3.04 CLEANING1
Page 561 and 562:
AIR HANDLING UNITSEQUIPMENT ID NUMB
Page 563 and 564:
1.02 DEFINITIONSA. The following is
Page 565 and 566:
PART 2PRODUCTS2.01 GENERALA. Specif
Page 567 and 568:
5. Low pressure bypass shall be fac
Page 569 and 570:
C. Coating Process:1. Coil Inspecti
Page 571 and 572:
supervise initial operation, calibr
Page 574:
WALL MOUNT AIR CONDITIONER 23 81 00
show all

Vol 2 - Garney Construction

Create successful ePaper yourself

Delete template?

Save as template?