wsd 100-percent specs.pdf

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TABLE OF CONTENTS Section DIVISION 1 01110 01130 01200 01310 01322 01330 01420 01500 01505 01610 01750 01800 DIVISION 2 02200 02220 02300 02720 02770 DIVISION 3 03100 03200 03251 03300 03400 03600 DIVISION 4 NOT USED DIVISION 5 05051 05500 05610 ANCHORS, INSERTS, AND EPOXY DOWELS MISCELLANEOUS METALS ALUMINUM HANDRAILS TOC-1 CONCRETE FORMWORK CONCRETE REINFORCING CONCRETE JOINTS CAST-IN-PLACE CONCRETE PRECAST CONCRETE GROUT SITE PREPARATION DEMOLITION EARTHWORK HIGH DENSITY POLYETHYLENE (HDPE) GEOMEMBRANE LINER SYSTEM ASPHAULT CONCRETE PAVEMENT SUMMARY OF WORK SPECIAL PROJECT CONSTRAINTS MEASUREMENT AND PAYMENT PROJECT MEETINGS PROGRESS SCHEDULE SUBMITTAL PROCEDURES REFERENCE STANDARDS AND ABBREVIATIONS TEMPORARY CONSTRUCTION FACILTIES AND UTILITIES MOBILIZATION GENERAL EQUIPMENT REQUIREMENTS TESTING, TRAINING AND START-UP OPERATIONAL COMPLETION AND PROJECT CLOSEOUT Title

Weaverville Sanitary District Water Reclamation Project 08-026

6/30/2010 100% Submittal

Section 05620 DIVISION 6 06100 DIVISION 7 07900 DIVISION 8 08305 DIVISION 9 09900 DIVISION 10 10400 10520 DIVISION 11 11100 11200 11205 11300 11401 11500 11540 11820 11915 DIVISION 12 NOT USED DIVISION 13

Title GRATING AND CHECKERED PLATE

ROUGH CARPENTRY

JOINT SEALANTS

ACCESS HATCHES

PAINTING

IDENTIFICATION DEVICES SAFETY EQUIPMENT

FABRICATED SLIDE GATES VERTICAL TURBINE PUMPS END SUCTION CENTRIFUGAL PUMPS SUBMERSIBLE PUMPS PERISTALTIC CHEMICAL METERING PUMPS AUTOMATIC BACKWASH FILTER ADSORPTION CLARIFICATION FILTRATION SYSTEM STATIC MIXER AIR COMPRESSOR SYSTEM

TOC-2

Weaverville Sanitary District Water Reclamation Project 08-026

6/30/2010 100% Submittal

Section 13005 13240

Title METAL BUILDING SYSTEMS HYDRO-PNEUMATIC TANK

DIVISION 14 NOT USED DIVISION 15 15010 15080 15100 15100 PS 15100 PSDS CHE 15100 PSDS COP 15100 PSDS CPVC 15100 PSDS DIP 15100 PSDS FPVC 15100 PSDS GSP 15100 PSDS HDPE2 15100 PSDS PVC1 15100 PSDS PVC3 15100 PSDS WSSTP 15120 15200 15200 VS 15400 15500 15501 15990 DIVISION 16 TOC-3 PIPING SUPPORT SYSTEMS PIPING INSULATION PIPE AND FITTINGS PIPE SCHEDULE PIPING SYSTEM DATA SHEET CHEMICAL TUBING AND CONDUIT PIPING SYSTEM DATA SHEET COPPER PIPE PIPING SYSTEM DATA SHEET SOLVENT WELDED CHLORINATED POLYVINYL CHLORIDE PIPE PIPING SYSTEM DATA SHEET DUCTILE IRON PIPE PIPING SYSTEM DATA SHEET FUSIBLE PVC PIPE PIPING SYSTEM DATA SHEET GALVANIZED STEEL PIPE PIPING SYSTEM DATA SHEET PRESSURE PIPE PIPING SYSTEM DATA SHEET CHLORIDE PIPE PIPING SYSTEM DATA SHEET WASTE AND VENT PIPE PIPING SYSTEM DATA SHEET HIGH DENSITY POLYETHYLENE SOLVENT WELDED POLYVINYL POLYVINYL CHLORIDE DRAIN, WELDED STAINLESS STEEL PIPE

PIPING SPECIALTIES VALVES AND OPERATORS VALVE SCHEDULE PLUMBING FIXTURES HEATING, VENTILATION AND AIR CONDITIONING EQUIPMENT DUCTWORK AND ACCESSORIES PRESSURE TESTING OF PIPING SYSTEMS

Weaverville Sanitary District Water Reclamation Project 08-026

6/30/2010 100% Submittal

Section 16010 16110 16120 16430 16470 16480 16481 16600 16600 TS 16910 16915 16940

Title ELECTRICAL CONDUIT, BOXES AND GROUNDING WIRE, FUSES & TERMINAL BLOCKS LOW VOLTAGE SWITCHBOARD PANELBOARD & POWER TRANSFORMER MOTOR CONTROL CENTER VARIABLE FREQUENCY DRIVE FACTORY AND FIELD TESTING TEST FORMS PLC AND OI HARDWARE PLC & OI APPLICATIONS PROGRAMMING INSTRUMENTATION

TOC-4

Weaverville Sanitary District Water Reclamation Project 08-026

6/30/2010 100% Submittal

SECTION 01110 SUMMARY OF WORK PART 1 - GENERAL 1.1 LOCATION AND DESCRIPTION OF WORK

A. The Work covers the construction of a secondary effluent equalization basin, filter influent pump station, tertiary filtration system, effluent distribution box, recycled water storage basin, recycled water pipelines and performing related required work, located as shown on these Plans and Specifications. B. The Work is located at 630 Mountain View Street, Weaverville, California. C. The Work will be constructed under one contract. The Contract Documents include the following: 1. Volume 1 Specifications and Standard Details 2. Volume 2 Drawings 1.2 COORDINATION

A. The CONTRACTOR shall be solely responsible for coordination of all of the Work of this Contract. B. The CONTRACTOR shall supervise, direct and cooperate fully with all Subcontractors, manufacturers, fabricators, suppliers, distributors, installers, testing agencies and all others whose services, materials or equipment are required to ensure completion of the Work within the Contract Time. C. Work of Others: 1. The CONTRACTOR shall cooperate with and coordinate CONTRACTORs Work with the work of any other contractor, utility service companies, or OWNERs employees performing work at the site. 2. The CONTRACTOR shall also coordinate their Work with the work of others to assure compliance with schedules. 3. The CONTRACTOR shall attend and participate in all project coordination or progress meetings and report on the progress of all Work and compliance with schedules. 4. If any part of the work depends upon the work of others for proper execution or results, the CONTRACTOR shall inspect and promptly report to the ENGINEER any apparent discrepancies or defects in such work of others that render it unsuitable for such proper execution and results. 5. Failure of the CONTRACTOR to so inspect and report shall constitute an acceptance of the work of others as fit and proper except as to defects which may develop in the work of others after execution of the work by the CONTRACTOR. D. Interference with Work on Utilities: 1. The CONTRACTOR shall cooperate fully with all utility forces of the OWNER or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the work. 2. The CONTRACTOR shall schedule the work so as to minimize interference with said relocation, altering, or other rearranging of facilities. 01110-1 Weaverville Sanitary District Water Reclamation Project 08-026 6/30/2010 100% Submittal

E. Responsibility for Damage: 1. The CONTRACTOR shall not be responsible for damage done by CONTRACTORs not under their jurisdiction. 2. The CONTRACTOR will not be liable for any such loss or damage, unless it is through the negligence of the CONTRACTOR. 1.3 WORK BY OTHERS

A. OWNER will perform the following work: 1. Operation of all existing system valves and equipment, unless specified otherwise. 1.4 SITE CONDITIONS

A. Site Investigation and Representation 1. The CONTRACTOR acknowledges that it has satisfied itself as to the nature and location of the work, the general and local conditions, particularly those bearing upon availability of transportation, disposal, handling and storage of materials, availability of labor, water, electric power, roads, and uncertainties of weather, tide stages, or similar physical conditions at the site, the conformation and conditions of the ground, the character of equipment and facilities needed preliminary to and during the prosecution of the work and all other matters which can in any way affect the work or the cost thereof under this Contract. 2. The CONTRACTOR further acknowledges that it has satisfied itself as to the character, quality, and quantity of surface and subsurface materials to be encountered from inspecting the site and from evaluating information derived from exploratory work that may have been done by the OWNER or included in these Contract Documents. Any failure by the CONTRACTOR to become acquainted with all the available information will not relieve the CONTRACTOR from responsibility for properly estimating the difficulty or cost of successfully performing the work. 3. Field Verification: a. Before undertaking each part of the work, the CONTRACTOR shall carefully study and compare the Contract Documents and check and verify pertinent figures shown thereon and all applicable field measurements. b. As the work proceeds, the CONTRACTOR shall field verify the depth and location of all buried utilities, and existing systems, and location of hazardous waste and contaminants. c. The CONTRACTOR shall promptly report in writing to the ENGINEER any conflict, error, or discrepancy which the CONTRACTOR may discover and shall obtain a written interpretation or clarification from the ENGINEER before proceeding with any work affected thereby. B. Existing Utilities and Improvements: 1. Location of Underground Utilities: a. Known existing underground conduits, pipelines and other utilities have been shown on the contract drawings in their approximate locations (within 3 feet of actual location). However, the accuracy or completeness of utilities indicated on the drawings is not guaranteed. b. It shall be the responsibility of the CONTRACTOR to determine the exact location of all utilities and their service connections. c. All potholing or other procedures for verifying utility location shall be performed by the CONTRACTOR as necessary to prepare for excavation at least 4 working days in advance of scheduled excavation.

01110-2 Weaverville Sanitary District Water Reclamation Project 08-026 6/30/2010 100% Submittal

d. The CONTRACTOR shall immediately notify the ENGINEER as to any utility located by him which has been incorrectly shown or omitted from the drawings. e. If the CONTRACTOR cannot locate an underground utility whose presence is indicated on the plans, the ENGINEER shall be notified in writing. f. The CONTRACTOR shall ascertain the exact locations of underground utilities whose presence is indicated on the plans, the locations of their service laterals work and of service laterals or appurtenances of any other underground utilities which can be inferred from the presence of visible facilities such as buildings, meters and junction boxes prior to doing work that may damage such ut