Amendment_0003_Attachment_3_Revised_Specifications___Drawings_0003.pdf

Leadville Mine Treatment Plant and Facilities Water Treatment Plant Replacement Amendment No. 0003 Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Submittals Revised - 01 33 00 - 7

1.07 TRANSMITTAL

A. Microsoft Teams access will be established for uploading transmittals in Table 01 33 00A

– List of Submittals.

B. Submittals required by specifications, but not listed in Table 01 33 00A – List of Submittals:

1. Submit in accordance with this Section.

2. Submit to CO/COR unless otherwise specified.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 01 33 00A – List of Submittals ** CO indicates Contracting Officer; COR indicates Contracting Officer’s Representative.

RSN

Clause or Section

Title

Submittals Required

Due Date or Delivery Time

Respon-sible code

Sets to be sent: **

CO COR

0 Deleted Deleted Deleted 1 Performance and

Payment Bonds - Construction 52.228-15

Performance and Payment Bonds

Within 10-calendar days after award

CO 1 electronic 0

2 Additional Bond Security 52.228-2

Additional Bond Security

Within 10-calendar days after award

CO 1 electronic

3 Insurance-Work on a Government Installation 1452.228-70

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

CO 1 electronic

1 electronic

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Pre-Insulated Metal Wall Panels Revised - 07 42 13 - 1

SECTION 07 42 13

PRE-INSULATED METAL WALL PANELS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in lump-sum price offered in Price Schedule 1 for Water Treatment Plant

(WTP) Facility and Appurtenant Works.

1.02 REFERENCE STANDARDS

A. American Architectural Manufacturers Association (AAMA)

1. AAMA 501.2 Quality Assurance and Diagnostic Water

Leakage Field Check of Installed Storefronts, Curtain Walls, and Sloped Glazing Systems

B. ASTM International (ASTM)

1. ASTM A755-15 Steel Sheet, Metallic Coated by the Hot-Dip

Process and Pre-painted by the Coil-Coating Process for Exterior Exposed Building Products

2. ASTM A792-21 Steel Sheet, 55 percent Aluminum-Zinc Alloy-Coated by the Hot-Dip Process

3. ASTM C518-21 Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus

4. ASTM C591-21 Unfaced Preformed Rigid Cellular Polyisocyanurate Thermal Insulation

5. ASTM E72-15 Conducting Strength Tests of Panels for Building Construction

6. ASTM E90-09 Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements

7. ASTM E283-19 Determining Rate of Air Leakage through Exterior Windows, Skylights, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Pre-Insulated Metal Wall Panels

Revised - 07 42 13 - 2

8. ASTM E331-00 Water Penetration of Exterior Windows, Skylights, Doors, and Curtain Walls by Uniform Static Air Pressure Difference

1.03 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E72:

1. Wind Loads: As shown on drawings.

2. Other Design Loads: As shown on drawings.

3. Deflection Limits: For wind loads, no greater than L/180 of the span.

1.04 SUBMITTALS

A. Submit in accordance with Sections 01 33 00 – Submittals and 01 78 30 – Project Record Documents.

B. RSN 07 42 13-1, Approval Data:

1. Product Data:

a. Metal panels, edges, joints, profiles, corners, anchorages, attachments, trim, flashings, closures, and accessories approval data:

1) Complete descriptions of and specifications for wall panels and materials including material type, grade, metal thickness, and finish.

2) Installation instructions.

2. Shop Drawings:

a. Include fabrication and installation layouts of metal panels; details of edge conditions, joints, panel profiles, corners, anchorages, attachment system, trim, flashings, closures, and accessories; and special details.

3. Product Test Reports.

4. Installer Qualifications: Worked on 3 projects of similar scope.

C. RSN 07 42 13-2, Sample and Color Sample Kit:

1. Complete set of manufacturer’s standard color samples, finish samples, and texture samples for selection of panel color, finish, and texture:

a. Color copies of these items are not acceptable and will be returned not approved.

b. Coordinate Pre-Insulated Metal Wall Panels color, finish, and texture selection with Sections 04 22 10 – Reinforced Concrete Unit Masonry Assemblies, 07 41 13 – Pre-Insulated Metal Roof Panels, and 08 33 20 – Roll-Up Doors.

Revised - 07 42 13 - 3

D. RSN 07 42 13-CF3, Maintenance Data:

1. Manufacturer’s written maintenance instructions.

1.05 QUALIFICATIONS

A. Installer Qualifications: Worked on 3 projects of similar scope.

PART 2 PRODUCTS

2.01 GENERAL

A. Water Penetration: No uncontrolled water penetration through panel joints at pressure differential of 20 psf in accordance with ASTM E331.

B. Air Infiltration: Not to exceed 0.01 cfm/sf at 20 psf air pressure differential in accordance with ASTM E283.

C. Insulating Core: Polyisocyanurate (ISO) core, ASTM C591 Type IV, CFC and HCFC free.

D. Coatings: In accordance with manufacturer’s recommendation and Section 09 96 20 – Coatings.

E. Exterior wall panels A and B to be same width.

2.02 EXTERIOR METAL WALL PANELS

A. Panel A: CF Santa Fe Wall Panel, manufactured by Metl-Span Insulated Metal Panels, 1720 Lakepointe Drive, Suite 01, Lewisville, TX 75057, or equal, with the following essential characteristics:

1. Factory-formed, 36-inch or 42-inch insulated metal wall panels.

2. Designed and manufactured to prevent through metal-to-metal contact between exterior and interior faces of installed system.

3. Minimum R-value of 26 in accordance with ASTM C518.

4. Total Panel Thickness: 4-inches or as required to meet minimum R-value.

5. Coatings:

a. Refer to 09 96 20 – Coatings.

b. In accordance with manufacturer’s recommendations.

c. Factory applied.

6. Exterior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

Revised - 07 42 13 - 4

b. Texture: Non-directional stucco embossed.

c. Profile: Flat, embossed.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Terracotta or similar as approved by COR.

7. Interior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

b. Texture: Non-directional stucco embossed.

c. Profile: Flat.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Polar White.

B. Panel B: CF Mesa Light Wall Panel, manufactured by Metl-Span Insulated Metal Panels, 1720 Lakepointe Drive, Suite 01, Lewisville, TX 75057, or equal, with the following essential characteristics:

1. Factory-formed, 36-inch or 42-inch insulated metal wall panels.

2. Designed and manufactured to prevent through metal-to-metal contact between exterior and interior faces of installed system.

3. Minimum R-value of 26 in accordance with ASTM C518.

4. Total Panel Thickness: 4-inches or as required to meet minimum R-value.

5. Coatings:

a. Refer to 09 96 20 – Coatings.

b. In accordance with the manufacturer’s recommendations.

c. Factory applied.

6. Exterior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

b. Texture: Non-directional stucco embossed.

c. Profile: Up to 5/8-inch deep ribbed profile.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Colonial Red or similar as approved by COR.

7. Interior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

Revised - 07 42 13 - 5

b. Texture: Non-directional stucco embossed.

c. Profile: Flat.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Polar White.

2.03 INTERIOR METAL WALL PANELS

A. Santa Fe Wall Panel, manufactured by Metl-Span Insulated Metal Panels, 1720 Lakepointe Drive, Suite 01, Lewisville, TX 75057, or equal, with the following essential characteristics:

1. Factory-formed insulated metal wall panels.

2. Designed and manufactured to prevent through metal-to-metal contact between exterior and interior faces of installed system.

3. Minimum R-value of 19 in accordance with ASTM C518.

4. Total Panel Thickness: 3-inches or as required to meet minimum R-value.

5. Coatings:

a. Refer to 09 96 20 – Coatings.

b. In accordance with the manufacturer’s recommendations.

c. Factory applied.

6. Exterior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

b. Texture: Non-directional stucco embossed.

c. Profile: Flat, embossed.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Polar White.

7. Interior Face:

a. Material: ASTM A755. AZ50/Galvalume/Zincalume, ASTM A792.

b. Texture: Non-directional stucco embossed.

c. Profile: Flat.

d. Finish: Manufacturer’s standard.

e. Gauge: 24.

f. Color: Polar White.

Revised - 07 42 13 - 6

2.04 ACCESSORIES

A. Metal Wall Expansion Joint System: Expand-O-Flash Expansion Joint Cover manufactured by Johns Manville, Denver CO 80217, or equal, having the following essential characteristics:

1. Covers wall expansion joint openings while maintaining watertight integrity.

2. Accommodates multidirectional movement.

3. Color: Match pre-insulated metal wall panels.

B. Fasteners:

1. Self-drilling fasteners shall be cadmium plated steel with neoprene washer, as recommended by manufacturer.

2. Material: Hex-head type with steel and neoprene washer and 12-gauge stainless steel clip supplied by manufacturer.

3. Size: As recommended by manufacturer.

C. Perimeter Trim:

1. Required trim and metal flashing shall be steel with same coating, color, and gauge as exterior face of pre-insulated metal wall panel.

D. Sealants: Butyl, non-skinning/curing type as recommended by manufacturer.

E. Butyl Tape: As recommended by manufacturer.

PART 3 EXECUTION

3.01 EXAMINATION

A. Provide field measurements to panel manufacturer.

B. Supporting Steel:

1. Verify bearing support has been provided behind horizontal joints of vertical panel systems and behind vertical joints of horizontal panel systems.

2. Width of support as recommended by manufacturer.

C. Examine individual panels upon removing from bundle; notify manufacturer of panel defects.

3.02 INSTALLATION

A. Panel Installation:

1. In accordance with manufacturer’s installation guidelines and recommendations.

Revised - 07 42 13 - 7

2. Install panels plumb, level, and true-to-line to dimensions and layout indicated on shop drawings.

3. Cut panels prior to installing, where indicated on shop drawings, using a power circular saw with fine tooth carbide tip blade per manufacturer’s instructions.

4. Butyl or Silicon Weather Barrier Sealant:

a. Apply non-skinning butyl sealant or silicon as shown on shop drawings and manufacturer’s installation instructions as necessary to establish vapor barrier for panels.

b. Use non-skinning butyl tube sealant or silicon only for tight metal-to-metal contact.

c. Do not use non-skinning butyl tube sealant or silicon to bridge gaps.

5. Place panel fasteners through pre-punched holes in attachment clips, concealed within joint of panel:

a. Secure units to structural supports. Space clips as recommended by manufacturer or otherwise indicated on shop drawings:

1) Secure units to steel supports with manufacturer’s recommended fastener:

a) Adjacent panel: Mechanically interlocked at their longitudinal edges with roll-formed tongue and groove profile.

2) Install horizontal panels from bottom to top. Place female side of bottom panel in base channel, clip and fasten to structural supports.

3) Install vertical panels from one end of wall to other end. Place female panel end in base, fasten to structural supports.

B. Metal Wall Expansion Joint System: Install per manufacturer’s recommendations.

C. Trim Installation:

1. Place trim and trim fasteners as indicated on shop drawings.

2. Field drill weep holes where appropriate in horizontal trim where indicated on shop drawings.

3. Place continuous strip of butyl tape or tube sealant on closure trims for length of panel to be covered as indicated on shop drawings.

D. Sealant Installation for Exposed Joints:

1. Clean and prime surfaces to receive exterior exposed sealants in accordance with sealant manufacturer’s recommendations.

Revised - 07 42 13 - 8

2. Follow sealant manufacturer’s recommendations for joint width-to-depth ratio, application temperature range, size and type of backer rod, and compatibility of materials for adhesion.

3. Direct contact between butyl and silicone sealants: Not permitted.

3.03 CONTRACTOR FIELD QUALITY

A. Field Water Test: After completing portion of metal wall panel assembly including accessories and trim, test 2-bay area for each structure for water penetration in accordance with AAMA 501.2.

B. Cleaning and Protection:

1. Remove protective film immediately after installation.

2. Touch-up, repair or replace metal panels and trim that have been damaged.

3. After metal wall panel installation, clear weep holes and drainage channels of obstructions, dirt, and sealant.

END OF SECTION

Peristaltic Metering Pumps

Revised - 46 33 44 - 1

SECTION 46 33 44

PERISTALTIC METERING PUMPS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in lump-sum price offered in Price Schedule 1 for Water Treatment Plant

(WTP) Facility and Appurtenant Works.

1.02 DEFINITIONS

A. NPSH: Net Positive Suction Head.

1.03 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME B1.20.1- 2013(R2018) Pipe Threads, General Purpose, Inch

B. National Electrical Manufacturers Association (NEMA)

1. NEMA 250-2020 Enclosures for Electrical Equipment

(1,000-Volts Maximum)

2. NEMA MG 1-2021 Motors and Generators

1.04 SUBMITTALS

A. Submit in accordance with Sections 01 33 00 – Submittals, 01 33 26 – Electrical Drawings and Data, and 01 78 30 – Project Record Documents.

B. RSN 46 33 44-1, Approval Drawings and Data:

1. Product Data:

a. Manufacturer’s name, type, model, weight, and pump curve.

b. Data demonstrating compatibility of materials of construction and chemicals for all items.

2. Shop drawings:

a. General arrangements, dimensions, and mounting details.

b. Electrical drawings and controls schematics.

3. Installation, start-up, and operating instructions.

Revised - 46 33 44 - 2

C. RSN 43 33 44-2, Qualifications:

1. Manufacturer qualifications as detailed below.

D. RSN 46 33 44-3, Final Data:

1. Operations and Maintenance Manual including instructions for installation and lubrication, system maintenance, spare parts list, and wiring diagrams.

2. Copy of previously approved data.

3. Applicable test records or reports.

E. RSN 46 33 44-4, Extra Materials:

1. Submit bill of materials and manufacturer’s product data for all provided extra materials and spare parts required by this specification and list of additional recommended spares not required by these specifications.

1.05 QUALIFICATIONS

A. Manufacturer: Minimum of 5 years’ experience in fabrication of peristaltic pumps for use in chemical metering systems.

1.06 SITE CONDITIONS

A. Electrical equipment, pumps, and motors: Sized and derated for environmental conditions listed in Section 01 14 10 – Use of Site, Paragraph 1.04 A.1.

B. Equipment: Suitable for specified installation configuration and for continuous (24-hours/day) service.

1.07 EXTRA MATERIALS

A. Spare Parts:

1. Interchangeable with, and of the same materials and workmanship as, the corresponding original parts. Package spare parts in sealed containers labeled with manufacturer’s name, part description and part number.

2. One complete gasket kit per set of pumps.

3. One tube per pump.

4. One tube lubricant refill per set of pumps.

5. One complete bearing and shim set per pump.

B. Provide one complete set of special tools required to maintain, repair, or configure pumps for each different size unit.

Revised - 46 33 44 - 3

PART 2 PRODUCTS

2.01 POLYMER FEED PUMP (13-PMP-310, 13-PMP-320, 13-PMP-330)

A. Positive displacement, peristaltic type complete with roller pump head, brushless variable speed motor, and flexible tubing with attached connection fittings.

B. Dry self-priming, capable of being run dry without damaging effects to pump or tube.

C. Repeatability ±1 percent.

D. Contain process fluid within pump tubing and will not directly contact any rotary or metallic components.

E. Flow: In the direction of the rotor rotation and proportional to rotor speed.

F. Liquid Pumped:

1. Chemical composition: Anionic polymer.

2. Specific gravity: 1.01.

3. Concentration: 0.20 percent by weight.

4. pH range: 6 to 8.

5. Temperature range: 50- to 95-degrees F.

6. Viscosity: 320 Centipoise at 77-degrees F.

G. Performance Requirements:

1. Capacity range: 9.09 to 459.2 gallons per day.

2. Rated operating discharge pressure: 112 psig.

3. Minimum NPSH available: 5.0 psia.

4. Suction lift capability: up to 15-foot vertical water column.

5. Maximum pump speed at rated conditions: 125 rpm.

6. Adjustable speed required.

H. Pump Construction:

1. Pump Housing and Cover:

a. Mechanism shall not require any periodic shimming for maintaining tube compression.

b. Leak detector:

1) Enclosed in stainless steel housing.

Revised - 46 33 44 - 4

2) When closed, pump head guard shall seal against pump track for leak containment and control waste through pump head waste port in the event of a tube failure.

3) Mounted at the lowest point in pump housing so float switch senses even the smallest amount of chemical leakage.

c. Float-type leak sensor mounted to pump head drain port for leak detection and pump shutdown in the event of a tubing failure.

2. Pump Head:

a. Metering pump: Positive displacement, peristaltic type tubing pump with a brushless variable speed motor, non-spring-loaded roller assembly located in, pump head, integral tube failure detection system, and flexible tubing with attached connection fittings.

b. Squeeze rollers:

1) With encapsulated ball bearings shall be directly coupled to a one-piece thermoplastic rotor.

2) Factory set roller diameters and occlusion gap to provide optimum tubing compression.

3) Field adjustment shall not be required.

4) Spring-loaded or hinged rollers shall not be used.

c. Pump head, tubing compression surface, track and rotor construction shall be corrosion resistant thermoplastic.

d. Contact Materials: Pump head components in fluid path shall be of materials specified by the manufacturer as compatible with the process fluid.

3. Tubing:

a. In contact with the inside diameter of the track (housing) through an angle of 180 degrees and be held in place on the suction and discharge by tube retainer clamps.

b. Replaceable with no disassembly of the pump head and without the use of tools.

c. To achieve maximum flow per revolution, pump heads with a track angle of less than 180 degrees are not acceptable.

d. Pump tubing will be chemically compatible with the pumped fluid.

e. Connection fittings shall be 1/2-inch MNPT per ASME B1.20.1.

4. Drive:

a. Reversible motor, brushless DC gear motor rated for continuous duty.

Provide thermal overload protection.

Revised - 46 33 44 - 5

b. Rated for continuous 24 hours of operation at ambient temperatures.

c. Speed: Infinitely variable throughout the complete range.

d. Voltage: 120-volt, 60-Hz, single-phase.

e. Enclosure will be NEMA 4X.

I. Controls:

1. Reference Section 25 00 01 – Water Treatment Plant (WTP) Control System.

2. Control circuitry shall be integral to the pump and capable of adjusting the pump motor speed.

3. Pump output:

a. Capable of being manually controlled via front panel user controls.

b. Capable of being remotely control via 4-20mA analog input or Modbus

TCP.

c. Includes configurable output alarm contact and 4-20mA feedback signal.

d. Four values shall be user configurable to define the low and high points on the output slope; a low input value, the required pump percentage of motor speed at the low input value, a high input value, the required pump percentage of motor speed at the high input value.

4. Pump mounted display for operator interface.

5. Pump shall be capable of dispensing upon demand. Dispensing shall be manually triggered by pressing the front panel start button or by inputting a contact closure.

PART 3 EXECUTION

3.01 INSTALLATION

A. Coordinate installation with the requirements of Section 46 33 00 – Liquid Chemical Feed Equipment.

B. Install Polymer Feed Pump in accordance with these specifications, the manufacturer’s instructions, and as detailed on Drawings 1335-D-60924, 60968, 60978, and 60979.

3.02 CONTRACTOR FIELD QUALITY TESTING

A. Perform preoperational checks in accordance with manufacturer’s printed instructions.

B. Site Functional Test:

1. Conduct on each pump: Test complete assemblies for correct rotation, proper connections, and normal operational characteristics.

a. Calibrate using calibration column and water.

Revised - 46 33 44 - 6

b. Document pump throughput at minimum rpm, 25 percent of maximum rpm, 50 percent of maximum rpm, 75 percent of maximum rpm, and at maximum rpm.

c. Plot performance test results on submitted pump curve.

2. Demonstrate proper operation and controls.

END OF SECTION

Drawings

Revised - 52 00 00 - 1

SECTION 52 00 00

DRAWINGS

PART 1 GENERAL

1.01 DISCREPANCIES, ERRORS, OR OMISSIONS

A. Inform CO of discrepancies discovered on drawings in accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction.

B. In accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction, in case of discrepancies, written specifications take precedence over drawings unless otherwise specified.

1.02 PROJECT CONDITIONS

A. Where there are differences as determined by CO between details and dimensions shown on drawings and details and dimensions of existing features at jobsite, use details and dimensions of existing features at jobsite.

B. Design drawings use North American Vertical Datum of 1988 (NAVD88) for the vertical datum. Refer to Drawing 1335-D-60557 for survey control information.

1.03 INFORMATION DRAWINGS

A. Drawings marked "For Information Only" in the drawing list are included to show existing features about which knowledge is required to perform work under this contract.

These drawings do not show work to be performed under this contract.

B. If there are differences as determined by CO between details and dimensions shown on these drawings and those of existing features at jobsite, use details and dimensions of existing features at jobsite.

C. Information drawings may use National Geodetic Vertical Datum of 1929 (NGVD29) for the vertical datum.

1.04 STANDARD DRAWINGS

A. Standard drawings may show details which are not a part of work under this contract.

Disregard details shown on these drawings which are not applicable to work under this contract.

Revised - 52 00 00 - 2

1.05 COPIES OF DRAWINGS

A. Government will not provide copies of drawings for the Contractor’s use. The Government will provide electronic read-only copies of the drawings for the Contractor’s use in making drawing copies.

1.06 LIST OF DRAWINGS

A. Drawings listed in Table 52 00 00A – List of Drawings are made part of Section C - Description/Specifications.

1.07 DRAWING NUMBERS IN NUMERICAL ORDER

A. Specification drawings are listed in numerical order in Table 52 00 00B – Drawings in Numerical Order.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

Specification Drawings General:

1 1335-D-60553 Drawing Index 2 1335-D-60554 Drawing Index

Site – Civil:

3 1335-D-60555 Civil - Location Map Plan 4 1335-D-60556 Civil - Construction Areas Plan 5 1335-D-60557 Civil - Survey Control Plan 6 1335-D-60558 Civil - Existing Conditions and Demolition Plan 7 1335-D-60559 Civil - Overall Site Plan 8 1335-D-60560 Civil - Fence and Building Grid Layout Plan 9 1335-D-60561 Civil - Horizontal Control Plan 10 1335-D-60562 Civil - Horizontal Control Plan 11 1335-D-60563 Civil - Guard Post Layout Plan 12 1335-D-60564 Civil - Retaining Wall Layout Plan 13 1335-D-60565 Civil - Overall Grading Plan 14 1335-D-60566 Civil - Detailed Grading Plan

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Drawings Revised - 52 00 00 - 3

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

15 1335-D-60567 Civil - Detailed Grading Plan 16 1335-D-60568 Civil - Detailed Grading Plan 17 1335-D-60569 Civil - Detailed Grading Plan 18 1335-D-60570 Civil - Overall Utility Plan 19 1335-D-60571 Civil - Overall Utility W/ Existing Buildings Plan 20 1335-D-60572 Civil - Roof Drain Lateral Plan 21 1335-D-60573 Civil - Perimeter Drain Plan 22 1335-D-60574 Civil - 10+25 Influent Line Manhole Detail 23 1335-D-60575 Civil - Air Valve Manholes Details 24 1335-D-60576 Civil - New River Manhole & Ex. 46+96 Manhole

Connection 25 1335-D-60577 Civil - Detail Sheet 26 1335-D-60578 Civil - Detail Sheet 27 1335-D-60579 Civil - Joint Details 28 1335-D-60711 Engine Generator Foundation and Enclosure - Plan, Sections, and Details 29 1335-D-60712 Concrete Outline and Reinforcement Design - Miscellaneous

Site Foundations Plans and Sections 30 1335-D-60713 Concrete Outline and Reinforcement Design - Stair

Retaining Wall Plan and Sections 31 1335-D-60853 Civil - Construction Easement 32 1335-D-60854 Civil - Municipal Water Supply Line Plan and Profile Start to 11+60 33 1335-D-60855 Civil - Municipal Water Supply Line Plan and Profile 11+60 to 13+80 34 1335-D-60856 Civil - Municipal Water Supply Line Plan and Profile 13+80 to 16+00 35 1335-D-60857 Civil - Municipal Water Supply Line Plan and Profile 16+00 to 18+20 36 1335-D-60858 Civil - Municipal Water Supply Line Plan and Profile 18+20 to End 37 1335-D-60859 Civil - Bored Roadway Crossing Plan and Profile 38 1335-D-60860 Civil - Storm - 1 Plan and Profile Start to 1+50 39 1335-D-60861 Civil - Storm - 1 Plan and Profile 1+50 to End 40 1335-D-60862 Civil - Storm - 2 Plan and Profile Start to 8+00 41 1335-D-60863 Civil - Storm - 2 Plan and Profile 8+00 to 10+25 42 1335-D-60864 Civil - Storm - 2 Plan and Profile 10+25 to End 43 1335-D-60865 Civil - Storm - 3 Plan and Profile Start to End 44 1335-D-60866 Civil - Culvert - 1 Plan and Profile Start to End 45 1335-D-60867 Civil - Culvert - 2 Plan and Profile Start to End 46 1335-D-60868 Civil - Storm Details

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Drawings Revised - 52 00 00 - 4

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

47 1335-D-60937 Civil - Septic System Plan 48 1335-D-60938 Civil - Septic Tank 49 1335-D-60939 Civil - Soil Treatment Area Plan and Section 50 1335-D-61102 Civil - Fire Hydrant Detail 51 1335-D-61134 Civil - Piping Plan 52 1335-D-61135 Influent Piping - Plan 53 1335-D-61136 10+25 Influent Piping - Plan and Sections 54 1335-D-61137 46+96 Influent Piping - Plan and Section 55 1335-D-61138 Tunnel Influent Piping - Plan and Sections 56 1335-D-61139 10+25 Influent Piping - Sections and Details 57 1335-D-61140 Pond Pump Station Influent Piping - Plan and Section 58 1335-D-61143 Pond Pump Station Piping - Plan, Section, and Detail 59 1335-D-61148 Civil - Clearwell Piping Plan and Detail 60 1335-D-61149 Civil - Clearwell Piping Sections and Details 61 1335-D-61150 Civil - Clearwell Piping Plan, Sections, and Detail 62 1335-D-61151 Civil - Potable Water Supply - Plan, Section, and Details 63 1335-D-61152 Civil - Potable Water Supply - Sections and Detail 64 1335-D-61153 Civil - Potable Water Supply - Sections and Details 65 1335-D-61154 Civil - Potable Water Supply - Plan and Sections 66 1335-D-61155 Potable Water Supply - Plan and Section 67 1335-D-61299 Civil - Holding Pond Existing Conditions Plan 68 1335-D-61301 Civil - Existing Holding Pond Demolition Plan and Details 69 1335-D-61302 Civil - Holding Pond Excavation Plan 70 1335-D-61303 Civil - Holding Pond Final Grade Plan, Section, and Details 71 1335-D-61290 Civil - Holding Pond Liner and Leak Detection System

Details Site – Structural:

72 1335-D-60874 Structural - PRV Vault Concrete Outlines - Plans, Sections, and Detail

73 1335-D-60875 Structural - PRV Vault Reinforcement - Plans, Sections, and Detail

74 1335-D-60876 Structural - Municipal Line Air Valve Manhole Concrete Outline - Plan and Sections

75 1335-D-60877 Structural - Municipal Line Thrust Blocks - Plans and Sections

76 1335-D-61371 Structural Excavation - Plan 77 1335-D-61372 Structural Excavation - Sections A and B 78 1335-D-61373 Structural Excavation - Sections C and D 79 1335-D-61374 Structural Excavation - Sections E and F 80 1335-D-61375 Structural Excavation - Sections G and H

Revised - 52 00 00 - 5

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

Treatment Building – General:

81 1335-D-60580 General Arrangement - Plan - Level 00 82 1335-D-60581 General Arrangement - Plan - Level 01 83 1335-D-60582 General Arrangement - Plan - Level 02 84 1335-D-60583 General Arrangement - Plan - Level 03 85 1335-D-60584 General Arrangement - Sections A and B 86 1335-D-60585 General Arrangement - Sections C and D 87 1335-D-60586 General Arrangement - Sections E and F 88 1335-D-60587 General Arrangement - Sections G, H and I 89 1335-D-60588 General Arrangement - Section J 90 1335-D-60894 General - Process Flow Diagram 91 1335-D-60895 General - Hydraulic Profile 92 1335-D-60896 General - Design Criteria

Treatment Building – Structural:

93 1335-D-60589 Structural Design Data - General 94 1335-D-60590 Structural Design Data - Loads 95 1335-D-60591 Special Inspections - Sheet 1 of 2 96 1335-D-60592 Special Inspections - Sheet 2 of 2 97 1335-D-60593 Concrete Outline - Isometric View 98 1335-D-60594 Concrete Outline - Partial Isometric Views 99 1335-D-60595 Concrete Outline - Key Plan - Level 00 100 1335-D-60596 Concrete Outline - Plan - Level 00 North Sector 101 1335-D-60597 Concrete Outline - Plan - Level 00 South Sector 102 1335-D-60598 Concrete Outline - Key Plan - Level 01 103 1335-D-60599 Concrete Outline - Plan - Level 01 North Sector 104 1335-D-60600 Concrete Outline - Plan - Level 01 South Sector 105 1335-D-60601 Concrete Outline - Plan - Office Level 01 106 1335-D-60602 Concrete Outline - Key Plan - Level 02 107 1335-D-60603 Concrete Outline - Plan - Level 02 North Sector 108 1335-D-60604 Concrete Outline - Plan - Level 02 South Sector 109 1335-D-60605 Concrete Outline - Plan - Office Level 02 and Level 03 110 1335-D-60606 Concrete Outline - Key Plan - Level 03 111 1335-D-60607 Concrete Outline - Plan - Level 03 North Sector 112 1335-D-60608 Concrete Outline - Plan - Level 03 South Sector 113 1335-D-60609 Concrete Outline - Key Plan - El. 49.83 114 1335-D-60610 Concrete Outline - Partial Plans Level 01 Section and Detail 115 1335-D-60611 Concrete Outline - East-West Section 116 1335-D-60612 Concrete Outline - East-West Sections 117 1335-D-60613 Concrete Outline - East-West Sections 118 1335-D-60614 Concrete Outline - East-West Section

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Drawings Revised - 52 00 00 - 6

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

119 1335-D-60615 Concrete Outline - East-West Section 120 1335-D-60616 Concrete Outline - East-West Section 121 1335-D-60617 Concrete Outline - East-West Section 122 1335-D-60618 Concrete Outline - East-West Section 123 1335-D-60619 Concrete Outline - East-West Section 124 1335-D-60620 Concrete Outline - East-West Section 125 1335-D-60621 Concrete Outline - East-West Section 126 1335-D-60622 Concrete Outline - North-South Sections 127 1335-D-60623 Concrete Outline - North-South Sections and Detail 128 1335-D-60624 Concrete Outline - North-South Sections 129 1335-D-60625 Concrete Outline - North-South Section 130 1335-D-60626 Concrete Outline - North-South Section 131 1335-D-60627 Concrete Outline - North-South Sections 132 1335-D-60628 Concrete Outline - North-South Sections 133 1335-D-60629 Reinforcement Design - Plan - Level 00 North Sector 134 1335-D-60630 Reinforcement Design - Plan - Level 00 South Sector 135 1335-D-60631 Reinforcement Design - Plan - Level 01 North Sector 136 1335-D-60632 Reinforcement Design - Plan - Level 01 South Sector 137 1335-D-60633 Reinforcement Design - Plan - Level 01 Office and Partial

Plan - Level 01 South Sector 138 1335-D-60634 Reinforcement Design - Plan - Level 02 North Sector 139 1335-D-60635 Reinforcement Design - Plan - Level 02 South Sector 140 1335-D-60636 Reinforcement Design - Plan - Office Level 02 and Level 03 141 1335-D-60637 Reinforcement Design - Plan - Level 03 North Sector 142 1335-D-60638 Reinforcement Design - Plan - Level 03 South Sector 143 1335-D-60639 Reinforcement Design - Partial Plan and Details 144 1335-D-60640 Reinforcement Design - East-West Section 145 1335-D-60641 Reinforcement Design - East-West Sections 146 1335-D-60642 Reinforcement Design - East-West Sections 147 1335-D-60643 Reinforcement Design - East-West Section 148 1335-D-60644 Reinforcement Design - East-West Section 149 1335-D-60645 Reinforcement Design - East-West Section 150 1335-D-60646 Reinforcement Design - East-West Section 151 1335-D-60647 Reinforcement Design - East-West Section 152 1335-D-60648 Reinforcement Design - East-West Section 153 1335-D-60649 Reinforcement Design - East-West Section 154 1335-D-60650 Reinforcement Design - East-West Section 155 1335-D-60651 Reinforcement Design - North-South Sections 156 1335-D-60652 Reinforcement Design - North-South Sections 157 1335-D-60653 Reinforcement Design - North-South Sections and Detail

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Drawings Revised - 52 00 00 - 7

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

158 1335-D-60654 Reinforcement Design - North-South Section 159 1335-D-60655 Reinforcement Design - North-South Section 160 1335-D-60656 Reinforcement Design - North-South Sections 161 1335-D-60657 Reinforcement Design - North-South Sections 162 1335-D-60658 Reinforcement Design - Details 163 1335-D-60659 Reinforcement Design - Wall Elevations 164 1335-D-60660 Reinforcement Design - Wall Elevations 165 1335-D-60822 Masonry - General Notes and Typical Details 166 1335-D-60823 Masonry - Typical Details 167 1335-D-60824 Masonry - Plan - Level 01 North Sector 168 1335-D-60825 Masonry - Plan - Level 01 South Sector 169 1335-D-60826 Masonry - Plan - Level 02 South Sector 170 1335-D-60827 Masonry - Plan - Level 03 North Sector 171 1335-D-60828 Masonry - Plan - Level 03 South Sector 172 1335-D-60829 Masonry - Elevations 173 1335-D-60830 Masonry - Elevations 174 1335-D-60831 Masonry - Elevations, Section and Detail 175 1335-D-60832 Masonry - Elevations 176 1335-D-60833 Masonry - Sections

177 1335-D-60834 NOT USED

178 1335-D-60661 Structural Steel - Isometric Layout 179 1335-D-60662 Structural Steel - General Notes and Column Schedule 180 1335-D-60663 Structural Steel - Base Plate Plan North Sector 181 1335-D-60664 Structural Steel - Base Plate Plan South Sector 182 1335-D-60665 Structural Steel - Framing Plan Crane Girder North Sector 183 1335-D-60666 Structural Steel - Framing Plan Crane Girder South Sector 184 1335-D-60667 Structural Steel - Roof Framing Plan North Sector 185 1335-D-60668 Structural Steel - Roof Framing Plan South Sector 186 1335-D-60669 Structural Steel - Framing Plan Truss Bottom North Sector 187 1335-D-60670 Structural Steel - Framing Plan Truss Bottom South Sector 188 1335-D-60671 Structural Steel - Framing Plan Roof Bracing Plant 189 1335-D-60672 Structural Steel - Sections 190 1335-D-60673 Structural Steel - Sections 191 1335-D-60674 Structural Steel - Sections 192 1335-D-60675 Structural Steel - Section 193 1335-D-60676 Structural Steel - Section 194 1335-D-60677 Structural Steel - Section 195 1335-D-60678 Structural Steel - Section 196 1335-D-60679 Structural Steel - Section 197 1335-D-60680 Structural Steel - Truss T1

Revised - 52 00 00 - 8

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

198 1335-D-60681 Structural Steel - Base Plate Plan Office 199 1335-D-60682 Structural Steel - Framing Plan Level 02 Office 200 1335-D-60683 Structural Steel - Slab-On-Deck Reinforcing Level 02 Office 201 1335-D-60684 Structural Steel - Framing Plan Level 03 Office 202 1335-D-60685 Structural Steel - Slab-On-Deck Reinforcing Level 03 Office 203 1335-D-60686 Structural Steel - Roof Framing Plan Office 204 1335-D-60687 Structural Steel - Framing Plan Roof Bracing Office 205 1335-D-60688 Structural Steel - Sections 206 1335-D-60689 Structural Steel - Sections 207 1335-D-60690 Structural Steel - Sections 208 1335-D-60691 Structural Steel - Section 209 1335-D-60692 Structural Steel - Section 210 1335-D-60693 Structural Steel - Joist Girder Schedule 211 1335-D-60694 Structural Steel - Joist Girder Schedule 212 1335-D-60695 Structural Steel - Joist Girder Details 213 1335-D-60696 Structural Steel - HVAC Platform - Framing & Slab-On-

Deck Plan 214 1335-D-60697 Structural Steel - Floor Framing Details 215 1335-D-60698 Structural Steel - Connection Details 216 1335-D-60714 Structural Steel - Connection Details 217 1335-D-60715 Structural Steel - Connection Details 218 1335-D-60717 Structural Steel - Connection Details 219 1335-D-60757 Structural Steel - Connection Details 220 1335-D-60766 Structural Steel - Connection Details 221 1335-D-60777 Structural Steel - Connection Details

222 1335-D-60778 NOT USED

223 1335-D-60796 Structural Steel - Connection Details 224 1335-D-60797 Structural Steel - Connection Details 225 1335-D-60798 Structural Steel - Connection Details 226 1335-D-60799 Structural Steel - Connection Details 227 1335-D-60800 Structural Steel - Connection Details 228 1335-D-60801 Structural Steel - Connection Details 229 1335-D-60802 Structural Steel - Connection Details 230 1335-D-60808 Structural Steel - Connection Details 231 1335-D-60811 Structural Steel - Connection Details 232 1335-D-60812 Structural Steel - Connection Details 233 1335-D-60815 Structural Steel - Connection Details 234 1335-D-60817 Structural Steel - Connection Details 235 1335-D-60818 Structural Steel - Connection Details 236 1335-D-60819 Structural Steel - Connection Details

Leadville Mine Drainage Tunnel Project, Colorado Solicitation No. 140R6024R0009

Drawings Revised - 52 00 00 - 9

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

237 1335-D-60820 NOT USED

238 1335-D-60821 NOT USED

Treatment Building – Miscellaneous Metalwork:

239 1335-D-60699 Miscellaneous Metalwork - Isometric 240 1335-D-60700 Miscellaneous Metalwork - Plan - Level 01 North Sector 241 1335-D-60701 Miscellaneous Metalwork - Plan - Level 01 South Sector 242 1335-D-60702 Miscellaneous Metalwork - Plan - Level 03 243 1335-D-60703 Miscellaneous Metalwork - Trench Grating - Plan, Sections, and Details 244 1335-D-60704 Miscellaneous Metalwork - Hatch Sections and Shear Plate

Detail 245 1335-D-60705 Miscellaneous Metalwork - Catwalk - Plans and Section 246 1335-D-60706 Miscellaneous Metalwork - Catwalk - Plan, Sections, and

Details 247 1335-D-60707 Miscellaneous Metalwork - Catwalk and Grating - Sections and Details 248 1335-D-60708 Miscellaneous Metalwork - Drywell Access - Plan and

Section 249 1335-D-60709 Miscellaneous Metalwork - Pipe Guardrail - Typical Details and Sections Treatment Building – Architectural:

250 1335-D-60716 Architectural - General Notes, Legends and Abbreviations 251 1335-D-60718 Architectural - Code Summary 252 1335-D-60719 Architectural - Level 01 Life Safety Plan 253 1335-D-60720 Architectural - Level 02 Life Safety Plan 254 1335-D-60721 Architectural - Level 03 Life Safety Plan 255 1335-D-60722 Architectural - Grid Plan 256 1335-D-60723 Architectural - Level 01 Overall Floor Plan 257 1335-D-60724 Architectural - Level 01 Floor Plan - North Sector 258 1335-D-60725 Architectural - Level 01 Floor Plan - South Sector 259 1335-D-60726 Architectural - Level 02 Overall Floor Plan 260 1335-D-60727 Architectural - Level 02 Floor Plan - North Sector 261 1335-D-60728 Architectural - Level 02 Floor Plan - South Sector 262 1335-D-60729 Architectural - Level 03 Overall Floor Plan 263 1335-D-60730 Architectural - Level 03 Floor Plan - North Sector 264 1335-D-60731 Architectural - Level 03 Floor Plan - South Sector 265 1335-D-60732 Architectural - Overall Roof Plan 266 1335-D-60733 Architectural - Roof Plan - North Sector 267 1335-D-60734 Architectural - Roof Plan - South Sector 268 1335-D-60735 Architectural - Level 01 Overall Reflected Ceiling Plan

Revised - 52 00 00 - 10

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

269 1335-D-60736 Architectural - Level 01 Reflected Ceiling Plan - North Sector

270 1335-D-60737 Architectural - Level 01 Reflected Ceiling Plan - South Sector

271 1335-D-60738 Architectural - Level 02 Overall Reflected Ceiling Plan 272 1335-D-60739 Architectural - Level 02 Reflected Ceiling Plan - North

Sector 273 1335-D-60740 Architectural - Level 02 Reflected Ceiling Plan - South

Sector 274 1335-D-60741 Architectural - Level 03 Overall Reflected Ceiling Plan 275 1335-D-60742 Architectural - Level 03 Reflected Ceiling Plan - North

Sector 276 1335-D-60743 Architectural - Level 03 Reflected Ceiling Plan - South

Sector 277 1335-D-60744 Architectural - Exterior Systems 278 1335-D-60745 Architectural - Interior Wall Types and Framing Notes 279 1335-D-60746 Architectural - Exterior Elevations - North and East 280 1335-D-60747 Architectural - Exterior Elevations - South 281 1335-D-60748 Architectural - Exterior Elevations - West 282 1335-D-60750 Architectural - Building Sections 283 1335-D-60751 Architectural - Building Sections 284 1335-D-60752 Architectural - Building Sections 285 1335-D-60753 Architectural - Building Sections 286 1335-D-60754 Architectural - Building Sections 287 1335-D-60758 Architectural - Wall Sections 288 1335-D-60759 Architectural - Wall Sections 289 1335-D-60760 Architectural - Wall Sections 290 1335-D-60761 Architectural - Wall Sections 291 1335-D-60762 Architectural - Wall Sections 292 1335-D-60763 Architectural - Enlarged Plans 293 1335-D-60764 Architectural - Enlarged Plans 294 1335-D-60765 Architectural - Enlarged Plans 295 1335-D-60767 Architectural - Toilet Accessories and Misc. Equipment 296 1335-D-60768 Architectural - Interior Elevations - Level 01 297 1335-D-60769 Architectural - Interior Elevations - Level 02 & 03 298 1335-D-60770 Architectural - Interior Elevations - Treatment 299 1335-D-60771 Architectural - Millwork Details 300 1335-D-60772 Architectural - Millwork Details 301 1335-D-60773 Architectural - Section Details 302 1335-D-60774 Architectural - Section Details 303 1335-D-60775 Architectural - Section Details

Revised - 52 00 00 - 11

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

304 1335-D-60776 Architectural - Section Details 305 1335-D-60779 Architectural - Plan Details - Level 01 306 1335-D-60780 Architectural - Plan Details - Level 02 307 1335-D-60781 Architectural - Plan Details - Level 03 308 1335-D-60782 Architectural - Ceiling Details 309 1335-D-60783 Architectural - Ceiling Details 310 1335-D-60784 Architectural - Door Details 311 1335-D-60785 Architectural - Window & Storefront Elevations 312 1335-D-60786 Architectural - Window, Storefront & Translucent Wall

Details 313 1335-D-60787 Architectural - Door, Frame and Hardware Schedules 314 1335-D-60788 Architectural - Room Finish Schedule & Legend 315 1335-D-60789 Architectural - Finish Plans - Level 01 316 1335-D-60790 Architectural - Finish Plans - Level 02 317 1335-D-60791 Architectural - Finish Plans - Level 03 318 1335-D-60792 Architectural - Finish Details 319 1335-D-60793 Architectural - Signage Schedule & Details 320 1335-D-60794 Architectural - Signage Key Plan 321 1335-D-60795 Architectural - Signage Key Plan

Treatment Building – Plumbing:

322 1335-D-61003 Plumbing - General Notes, Abbreviations, and Symbols 323 1335-D-61004 Plumbing - Equipment Schedule 1 324 1335-D-61005 Plumbing - Equipment Schedule 2 325 1335-D-61006 Plumbing - Non-Process Pipe Material Schedule 326 1335-D-61007 Plumbing - Domestic Piping Level 1 Partial Plan Building

Line 1-11 327 1335-D-61008 Plumbing - Domestic Piping Level 1 Partial Plan Building

Line 11-20 328 1335-D-61009 Plumbing - Drainage Piping Level 2 Partial Plan Building

Line 11-20 329 1335-D-61010 Plumbing - Domestic Piping Level 3 Partial Plan Building

Line 1-11 330 1335-D-61011 Plumbing - Domestic Piping Level 3 Partial Plan Building

Line 11-20 331 1335-D-61012 Plumbing - Drainage Piping Level 1 Partial Plan Building

Line 1-11 332 1335-D-61013 Plumbing - Drainage Piping Level 1 Partial Plan Building

Line 11-20 333 1335-D-61014 Plumbing - Drainage Piping Level 2 Partial Plan Building

Line 11-20

Revised - 52 00 00 - 12

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

334 1335-D-61015 Plumbing - Drainage Piping Level 3 Partial Plan Building Line 1-11

335 1335-D-61016 Plumbing - Drainage Piping Level 3 Partial Plan Building Line 11-20

336 1335-D-61019 Plumbing - Domestic Piping Level 1 Office Area Enlarged Plan

337 1335-D-61020 Plumbing - Domestic Piping Level 2 and 3 Office Area Enlarged Plan

338 1335-D-61021 Plumbing - Domestic Piping Section Views 339 1335-D-61022 Plumbing - Drainage Piping Level 1 Office Area Enlarged

Plan 340 1335-D-61023 Plumbing - Drainage Piping Level 2 and 3 Office Area

Enlarged Plan 341 1335-D-61025 Plumbing - Drainage Piping Sump Pump Plans, Sections, &

Details 2 342 1335-D-61026 Plumbing - Drainage Piping Sump Pump Plans, Sections, &

Details 2 343 1335-D-61030 Plumbing - Domestic Piping Office Area Isometric View 344 1335-D-61031 Plumbing - Domestic Piping Treatment Area Isometric View 345 1335-D-61032 Plumbing - Drainage Piping Office Area Isometric View 346 1335-D-61035 Plumbing - Details 1 347 1335-D-61036 Plumbing - Details 2 348 1335-D-61041 Plumbing and HVAC - Drainage Piping and HVAC PRV

Vault 349 1335-D-61045 Plumbing - Natural Gas Line Existing and Construction 350 1335-D-61046 Plumbing - Natural Gas Line Final Site Plan 351 1335-D-61047 Plumbing - Natural Gas Piping Level 3 Partial Plan Building

Line 1-11 352 1335-D-61048 Plumbing - Natural Gas Piping Level 3 Partial Plan Building

Line 11-20 353 1335-D-61049 Plumbing - Natural Gas Piping Riser and Isometric View 354 1335-D-61050 Plumbing - Natural Gas Piping Details

Treatment Building – Process:

355 1335-D-60897 Process - P&ID - Symbols & Abbreviations 1 356 1335-D-60898 Process - P&ID - Symbols & Abbreviations 2 357 1335-D-60899 Process - P&ID - Influent Sources 1 358 1335-D-60900 Process - P&ID - Influent Sources 2 359 1335-D-60901 Process - P&ID - Influent Pump Station 360 1335-D-60902 Process - P&ID - Air Stripper 1 361 1335-D-60903 Process - P&ID - Air Stripper 2 362 1335-D-60904 Process - P&ID - Air Stripper 3

Revised - 52 00 00 - 13

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

363 1335-D-60905 Process - P&ID - Solids Contact Clarifier 1 364 1335-D-60906 Process - P&ID - SCC 1 Sludge Waste and Recycle 365 1335-D-60907 Process - P&ID - Solids Contact Clarifier 2 366 1335-D-60908 Process - P&ID - SCC 2 Sludge Waste and Recycle 367 1335-D-60909 Process - P&ID - MF Feed Tank 368 1335-D-60910 Process - P&ID - MF Train 1 369 1335-D-60911 Process - P&ID - MF Train 2 370 1335-D-60912 Process - P&ID - MF Train 3 371 1335-D-60913 Process - P&ID - Clearwell 372 1335-D-60915 Process - P&ID - MF Cleaning 373 1335-D-60916 Process - P&ID - Plant Sump Pump Station 374 1335-D-60917 Process - P&ID - Sludge Holding Tanks 375 1335-D-60918 Process - P&ID - Sludge Pumps and Filter Presses 376 1335-D-60919 Process - P&ID - Sulfuric Acid Dilution 377 1335-D-60920 Process - P&ID - Sulfuric Acid Feed 378 1335-D-60921 Process - P&ID - Sodium Hydroxide Dilution 379 1335-D-60922 Process - P&ID - Sodium Hydroxide Feed 380 1335-D-60923 Process - P&ID - Sodium Permanganate 381 1335-D-60924 Process - P&ID - Polymer 382 1335-D-60925 Process - P&ID - TMT 383 1335-D-60926 Process - P&ID - Sampling 1 384 1335-D-60927 Process - P&ID - Sampling 2 385 1335-D-60928 Process - P&ID - Sampling 3 386 1335-D-60929 Process - P&ID - Plant Air 1 387 1335-D-60930 Process - P&ID - Plant Air 2 388 1335-D-60931 Process - P&ID - Service Water 1 389 1335-D-60932 Process - P&ID - Service Water 2 390 1335-D-60944 Process - General Notes and Abbreviations 391 1335-D-60945 Process - Pipe Material Schedule 1 392 1335-D-60946 Process - Pipe Material Schedule 2 393 1335-D-60949 Process - Mechanical - Level 1 Part Plan 394 1335-D-60950 Process - Mechanical - Level 1 Part Plan 395 1335-D-60951 Process - Mechanical - Level 3 Part Plan 396 1335-D-60952 Process - Mechanical - Level 3 Part Plan 397 1335-D-60953 Process - Mechanical - Embedded Piping - Level 1 Part Plan 398 1335-D-60955 Process - Mechanical Section 399 1335-D-60956 Process - Mechanical Section 400 1335-D-60957 Process - Mechanical Section 401 1335-D-60958 Process - Mechanical Section 402 1335-D-60959 Process - Mechanical Section

Revised - 52 00 00 - 14

Table 52 00 00A – List of Drawings Sheet No.

Drawing No. Title

403 1335-D-60960 Process - Mechanical Section 404 1335-D-60961 Process - Mechanical Section 405 1335-D-60962 Process - Mechanical Section 406 1335-D-60963 Process - Mechanical Section 407 1335-D-60964 Process - Mechanical Section 408 1335-D-60965 Process - Mechanical Detail and Section 409 1335-D-60966 Process - Mechanical Detail & Section 410 1335-D-60967 Process - Mechanical Detail 411 1335-D-60968 Process - Mechanical Detail 412 1335-D-60969 Process - Mechanical Detail and Section 413 1335-D-60970 Process - Mechanical Detail 414 1335-D-60971 Process - Mechanical Detail 415 1335-D-60972 Process - Mechanical Details 416 1335-D-60973 Process - Mechanical Sections 417 1335-D-60974 Process - Mechanical Sections 418 1335-D-60975 Process - Mechanical Section 419 1335-D-60976 Process - Mechanical Section 420 1335-D-60977 Process - Mechanical Section 421 1335-D-60978 Process - Mechanical Sections 422 1335-D-60979 Process - Mechanical Section 423 1335-D-60980 Process - Mechaincal Section 424 1335-D-60981 Process - Mechaincal Section 425 1335-D-60982 Process - Mechanical Section 426 1335-D-60983 Process - Mechanical Section 427 1335-D-60984 Process - Mechanical Sections 428 1335-D-60985 Process - Mechanical Sections 429 1335-D-60986 Process - Mechanical Section 430 1335-D-60987 Process - Mechanical Section 431 1335-D-61104 Process - Mechanical Section 432 1335-D-61105 Process - Mechanical Detail 433 1335-D-61106 Process - Mechanical Section 434 1335-D-61107 Process - Mechanical Details & Sections 435 1335-D-60988 Process - Tank - Concentrated Sulfuric Acid 436…