Specifications Volume One (Div. 0 thru 07) - Lord and Son ...

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SECTION 02570 – SANITARY SEWERS PART 1 – GENERAL 1.01 Related Requirements Specified Elsewhere A. Trenching, Backfilling and Compacting: Section 2221. B. Pipe Boring and Jacking: Section 2224. 1.02 Product Delivery, Storage and Handling A. Store materials to prevent physical damage. B. Protect materials during transportation and installation to avoid physical damage. 1.03 General Description of Work Covered A. Furnish and install all sewer pipe, fittings and structures, and accessories required for sanitary sewer construction as indicated. B. All Tap and Impact fees will provided by the Owner. 1.04 Quality Assurance Comply with latest published editions of American Society of Testing and Materials (ASTM) Standards: A. ASTM C478 - Concrete Pipe Manholes. B. ASTM D1784 - Rigid Poly (vinyl chloride) (PVC) Compounds and Chlorinated Poly (vinyl chloride) (CPVC) Compounds. C. ASTM D2321 - Practice for Underground Installation of Flexible Thermoplastic Sewer Pipe. D. ASTM D2564 - Solvent Cements for Poly Plastic Pipe and Fittings. E. ASTM D3212 - Joints for Drain and Sewer Plastic Pipes using Flexible Elastomeric Seals. F. ASTM D3034 Type PSM - PVC Sewer Pipe and Fittings 4” through 15”. G. ASTM F679 – PVC Sewer Pipe and Fittings 18” through 27”. PART 2 – MATERIALS AND EQUIPMENT 2.01 General Requirements A. Pipe furnished shall be PVC for sanitary sewer construction unless shown otherwise on plans or bid forms. Emergency Operations Support Addition Sanitary Sewers 02570 – 1 & Alterations to the Customer Services Bldg. HMM 239903 / ECUA CIP No. CS141E
B. All pipes shall be marked in accordance with applicable standard specification under which pipe is manufactured unless otherwise specified. 2.02 Delivery, Storage and Handling Certificates of Compliance with the Specifications shall be required for all materials used on the Project. All materials shall be protected during transportation, storage, handling, and installation to avoid physical deterioration due to sun and weather. The ECUA reserves the right to reject material, which in any way does not meet the requirements of these Specifications. 2.03 Sewer Mains A. Polyvinyl Chloride Plastic Pipe (PVC) 1. Comply with ASTM D3034 or F679 for pipe using material conforming to ASTM D1784 for pipe and fittings. 2. Use single elastomeric gasket push-on joints complying with ASTM D3212. 3. Provide pipe and fittings with minimum SDR-35 dimension ratio. 4. SDR 35 shall be used for service laterals. 5. Pipe shall be color coded by one of the following methods: a. 3 green stripes (½ inch high) with permanent ink along the entire length, evenly spaced around the pipe, with the word "Sewer" in ¾-inch letters every 21 inches along each stripe. b. Use pipe pigment to color code pipe green. B. HDPE Lined Reinforced Concrete Pipe 1. Acceptable for lines 20 inches in diameter and larger. 2. Use pipe to comply with ASTM C14/AASHTO M86 (Latest Edition). 3. Use joints per ASTM C433 (Latest Edition). 4. Pipe shall be lined with embedded HDPE liner such as AGRU “Sure Grip,” GSE “Stud Liner” or Engineer approved equivalent. 5. Pipe shall be color coded by one of the following methods: a. 3 green stripes (½ inch high) with permanent ink along the entire length with ¾-inch letters every 21 inches along each stripe designating "Sewer". 2.04 Structures and Pipe Accessories A. Fittings 1. Fittings shall be allowed only on service laterals and drop manholes. 2. Fittings shall equal or exceed quality and strength of pipe. 3. Wyes shall be long bell type. B. Manholes & Sections 1. Construction shall be precast reinforced concrete capable of sustaining an H-20 loading. 2. Manholes shall be constructed in accordance with ASTM C-478, using Type II or Type III Portland Cement. 3. Use Xypex, Kim Krystol or Engineer approved equal waterproofing admixture for all precast reinforced concrete manholes & sections. 4. Leakage shall not exceed 1 gallon per day per vertical foot of manhole. 5. Manholes shall have a minimum I.D. of 48 inches, unless otherwise noted on plans. Emergency Operations Support Addition Sanitary Sewers 02570 – 2 & Alterations to the Customer Services Bldg. HMM 239903 / ECUA CIP No. CS141E
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Emerald Coast Utilities Authority E
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01090 - References.................
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09240 - Gypsum Board ..............
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INVITATION TO BID INVITATION TO BID
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INSTRUCTIONS TO BIDDERS I. General
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Failure to file a NOTICE OF PROTEST
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CONTRACTOR'S PROPOSAL BASE BID ECUA
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CONTRACTOR'S PROPOSAL LIST OF SUBCO
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CONTRACTOR'S PROPOSAL 1. Descriptio
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CONTRACTOR'S PROPOSAL TRENCH SAFETY
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BID BOND BID BOND KNOW ALL MEN BY T
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CERTIFICATION OF NON-SEGREGATED FAC
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STANDARD FORM OF AGREEMENT BETWEEN
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STANDARD FORM OF AGREEMENT BETWEEN
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PERFORMANCE BOND The notice and tim
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same by registered mail or certifie
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and incidentals for the item in pla
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3.06 Bid Item No. 6 - Electrical Se
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CONTRACTOR’S WARRANTY (Date) PROJ
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RISK MANAGEMENT POLICY AND STANDARD
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employers liability required in the
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The Builders Risk insurance is to b
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performance of the agreement or con
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Emergency Operations Support Additi
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Amend the second sentence of paragr
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ATTACHMENT A Emergency Operations S
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ATTACHMENT A Emergency Operations S
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SPECIAL CONDITIONS Where there may
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delivery status. Contractor’s sol
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APPLICATION AND CERTIFICATE FOR PAY
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TABLE OF CONTENTS FOR THE FLORIDA D
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FLORIDA DEPARTMENT OF ENVIRONMENTAL
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1.1.18. Project - The total constru
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Submission of Bids: 6.2. Bidders sh
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10.1.3. The payment schedule is to
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18.2. In accordance with 40 CFR Par
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20.2.4. the "Notice to Be Posted",
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NOTE: Articles 17, 18 19 and Append
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APPENDIX B TO THE FLORIDA DEPARTMEN
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APPENDIX C TO THE FLORIDA DEPARTMEN
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Economic Areas ____________________
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invoked as provided in Executive Or
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APPENDIX E TO THE FLORIDA DEPARTMEN
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accordance with that Plan for those
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i. Direct its recruitment efforts,
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APPENDIX G TO THE FLORIDA DEPARTMEN
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APPENDIX H TO THE FLORIDA DEPARTMEN
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D. Name and signature of technician
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SECTION 01010 - SUMMARY OF WORK PAR
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SECTION 01015 - ABBREVIATIONS & DEF
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2.08 Inspector: The authorized repr
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SECTION 01025 - PAYMENT & MODIFICAT
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PART 3 - EXECUTION 3.1 SCHEDULE OF
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10. Names of the Contractor's princ
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B. The Engineer will perform one in
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C. Copies of Standards: Each entity
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AF&PA American Forest & Paper Assoc
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CCFSS Center for Cold-Formed Steel
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HI Hydronics Institute (908) 464-82
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NCTA National Cable & Telecommunica
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SMA Screen Manufacturers Associatio
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ICBO International Conference of Bu
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a. Either the existing Customer Ser
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C. Reports - General: 1. Submit a m
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6. Status of corrective work ordere
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A. Allowance shall include cost to
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A. Alternate No. D1: Fencing at Cou
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that type. b. Selection data showin
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D. Transmittal of Submittals: 1. Su
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SECTION 01400 - QUALITY REQUIREMENT
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1.6 QUALITY CONTROL A. Owner Respon
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SECTION 01500 - TEMPORARY FACILITIE
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G. Dust-Control Adhesive-Surface Wa
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3. Paint sign panel and applied gra
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SECTION 01524 - CONSTRUCTION WASTE
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1. Salvaged Materials for Reuse: Fo
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M. Conduit: NONE. N. Site-Clearing
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1. A certification mark, listing, o
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1. Each contractor is responsible f
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in Part 2 "Comparable Products" Art
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SECTION 01700 - EXECUTION REQUIREME
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1. Do not change or relocate existi
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C. Test each piece of equipment to
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A. Structural Elements: Do not cut
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5. Mechanical and Electrical Servic
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1.7 FIELD CONDITIONS A. Owner will
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1. Proceed with selective demolitio
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a. Project name. 1.6 PROJECT RECORD
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1. Complete the following cleaning
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A. Organization: Include a section
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2.4 OPERATION MANUALS A. Content: I
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E. Maintenance and Service Schedule
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SECTION 01800 - PROJECT RECORD DOCU
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H. Where record drawings are also r
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SECTION 02102 - CLEARING AND GRUBBI
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SECTION 02200 - EARTHWORK PART 1 -
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SECTION 02210 - GRASSING PART 1 - G
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A. Seed shall be applied at the fol
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than 10% by weight passing the No.
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3.06 STRUCTURAL BACKFILL: Place str
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C. Standards: Comply with ANSI/ASSE
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B. Engineering Surveys: During demo
Page 248 and 249: SECTION 02221 - TRENCH EXCAVATION,
Page 250 and 251: As indicated for pipe installation
Page 252 and 253: 3.09 Testing: A. Payment of laborat
Page 254 and 255: a. Not less than annual re-inspecti
Page 256 and 257: SECTION 02500 - SITE DRAINAGE PART
Page 258 and 259: 2. Riser Sections: Sections shall b
Page 260 and 261: B. Install piping beginning at low
Page 262 and 263: 1. 28-day compressive test of concr
Page 264 and 265: SECTION 02512 - BASE COURSE PART 1
Page 266 and 267: SECTION 02513 - ASPHALT CONCRETE PA
Page 268 and 269: A. Remove loose material from compa
Page 270 and 271: 3.06 Field Quality Control: A. Gene
Page 272 and 273: 2.02 Delivery, Storage, And Handlin
Page 274 and 275: TABLE 2.3.3 - TYPICAL PHYSICAL PROP
Page 276 and 277: Union Foundry 21-4520 21-4610 24-48
Page 278 and 279: TABLE 2.4.1.7 - PIPE HANGERS AND SU
Page 280 and 281: Approved Manufacturers VALVE BODY C
Page 282 and 283: Non-stainless steel permanently ins
Page 284 and 285: The hydrant shall be designed to pe
Page 286 and 287: A. Polyethylene (PE) - Tubing Polye
Page 288 and 289: 4. Tapping Saddles Tapping saddles
Page 290 and 291: [THIS SPACE INTENTIONALLY LEFT BLAN
Page 292 and 293: Refer to Section 2221: Trench Excav
Page 294 and 295: makes of tapping machine may be use
Page 296 and 297: A. General All newly installed wate
Page 300 and 301: 6. Base section shall be monolithic
Page 302 and 303: 9. Separation of Sanitary Sewer Lin
Page 304 and 305: G. Street crossings shall have a mi
Page 306 and 307: END OF SECTION 02570 Emergency Oper
Page 308 and 309: 2. Malleable Iron: ASTM A 47/A 47M.
Page 310 and 311: A. Examine areas and conditions, wi
Page 312 and 313: 1. Weed-control barriers. 2. Propri
Page 314 and 315: 1. When transplanting after plantin
Page 316 and 317: 1. Dig exploratory pits or trench b
Page 318 and 319: 4. Continue backfilling process. Wa
Page 320 and 321: A. During transplanting, keep adjac
Page 322 and 323: Institute. C. ACI 201.2R -- Guide t
Page 324 and 325: C. Textured Finish: An exposed arch
Page 326 and 327: A. Facing Materials: 1. Unexposed f
Page 328 and 329: A. Vapor Retarder: Membrane for ins
Page 330 and 331: of 3/4 inches. 5. Total air content
Page 332 and 333: 1. Keyways: Provide keyways not les
Page 334 and 335: construction or form liners. C. Une
Page 336 and 337: G. During and following curing peri
Page 338 and 339: (4) One set for the first and last
Page 340 and 341: 1. Personnel conducting field tests
Page 342 and 343: SECTION 03521 - LIGHTWEIGHT INSULAT
Page 344 and 345: PART 3 - EXECUTION 3.1 MIXING AND P
Page 346 and 347: F. ASTM C 90 -- Standard Specificat
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enclosed location, cover tops and s
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A. Reinforcing Bars: As specified i
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2. Use coarse grout in spaces 2 inc
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indicated. G. Fill cores in hollow
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in mortar joints, adjust joint thic
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10. Protection of masonry during co
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SECTION 04720 - CAST STONE PART 1 -
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E. Water: Potable. 3) Lehigh Cement
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SECTION 04810 - UNIT MASONRY ASSEMB
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c. Include through-wall flashing in
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B. Face Brick Type 1: ASTM C 216, G
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2.9 EMBEDDED FLASHING MATERIALS A.
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E. Built-in Work: As construction p
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A. General: Install embedded flashi
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SECTION 05120 - STRUCTURAL STEEL PA
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kinds of material specified, using
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A. Welding Electrodes and Fluxes: A
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(1) Radiographic Testing (ASTM E 94
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SECTION 05210 - STEEL JOISTS PART 1
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PART 2 - PRODUCTS 2.1 STEEL MATERIA
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SECTION 05310 - STEEL DECK PART 1 -
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B. Qualifications: Qualify welding
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C. Fastening: 1. Fasten roof deck u
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4. Florida Building Code - FBC. 5.
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2. Termination Assemblies: Edges, E
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C. Acoustical batt expanded steel m
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SECTION 05500 - METAL FABRICATIONS
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C. Anchor Bolts: ASTM F 1554, Grade
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A. General: 1. Fabricate ladder saf
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SECTION 05511 - METAL STAIRS PART 1
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C. Wire Rod for Grating Crossbars:
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D. Form bent-metal corners to small
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C. Preparation for Shop Priming: Pr
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SECTION 05521 - PIPE AND TUBE RAILI
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1. Provide Standard Weight (Schedul
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B. Protect mechanical finishes on e
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SECTION 05580 - ARCHITECTURAL METAL
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F. Backing Materials: Provided or r
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B. Form tight joints with exposed c
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2.2 EXTERIOR WALL EXPANSION CONTROL
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SECTION 06100 - ROUGH CARPENTRY PAR
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C. Fasteners for Preservative Treat
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B. Shop Drawings: Show location of
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2.1 MATERIALS- GENERAL A. General:
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11. Grommets for Wire Management: 3
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G. Apply plastic laminate finish in
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F. Anchor woodwork to anchors or bl
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L. Provide solid surface countertop
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3.2 PREPARATION A. Protection of Ot
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E. Protect stored materials from di
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3.5 SCHEDULE A. Self-Adhered Membra
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1. Manufacturers: Subject to compli
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1. Supplement adhesive attachment o
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2. Absorption-Freeze Resistance: No
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B. Store materials inside and under
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1. Multicomponent, nonsag urethane
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12. Form joints for sealant applica
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SECTION 07265 - UNDERSLAB VAPOR PRO
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2. Apply succeeding sheets by overl
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B. American Society for Testing and
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A. Submit manufacturer's warranty t
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Product: Bituthene ® Liquid Membra
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SECTION 07411 - METAL ROOF PANELS P
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2. Under no circumstances shall the
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D. All work shall be installed in a
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. Details of flashing methods for p
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S. The membrane shall not be instal
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2.3 FLASHING MATERIALS A. Wall/Curb
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Nail-in, corrosion-resistant fasten
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C. The substrate shall be clean, sm
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D. Metal shall be installed to prov
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SECTION 07600 - ROOF FLASHING AND S
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SECTION 07720 - ROOF ACCESSORIES PA
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Provide nonremovable fastener heads
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3. Use fasteners, separators, seala
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A. Environmental Limitations: Do no
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C. Coordinate application of firepr
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SECTION 07841 - THROUGH-PENETRATION
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1. Fire-resistance-rated walls incl
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A. Clean off excess fill materials
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PART 2 - PRODUCTS 2.1 MATERIALS - G
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a. Acrylic-emulsion latex sealant.
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Specifications Volume One (Div. 0 thru 07) - Lord and Son ...

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