W912PP-17-R-0005_AMEND_0002.pdf

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing items 8 and 15, and returning or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO.

IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

PROJECT: FY17 Hazardous Cargo Pad and Taxiway, Holloman Air Force Base, Otero County, NM

1. This is Amendment No. 0002 to Solicitation No. W912PP-17-R-0005. The following revisions shall be incorporated into the specifications. All other provisions shall remain unchanged.

U.S. ARMY ENGINEER DISTRICT, ALBUQUERQUE

CORPS OF ENGINEERS

4101 JEFFERSON PLAZA, N.E.

ALBUQUERQUE, NEW MEXICO 87109-3435

See Item 6

J

W912PP-17-R-0005

1 2

02/08/2017

01/20/2017

W912PP-17-R-0005

Amendment No. 0002

3. SPECIFICATIONS: DELETE THE FOLLOWING LISTED PAGES AND SUBSTITUTE THE PAGES

ATTACHED HERETO. ON THE REVISED PAGES, FOR CONVENIENCE, CHANGES ARE EMPHASIZED

BY STRIKETHROUGH FOR DELETIONS AND UNDERLINE FOR ADDITIONS FROM THE PREVIOUS

ISSUE. ALL PORTIONS OF THE REVISED (OR NEW) PAGES SHALL APPLY WHETHER OR NOT

CHANGES HAVE BEEN INDICATED.

Delete Page Insert Page

Entire Specification Entire Specification 33 11 00 33 11 00

5. DRAWING CHANGES: The following drawings shall be revised as stated below.

Bidders are requested to change their drawings for bidding purposes. Successful bidder drawings will be issued to the successful bidder.

a. G-002

b. C-123

c. C-124

d. C-125

e. C-506

6. DRAWING CHANGES: The following drawings have been revised and the sequence number changed to indicate such revision:

Sequence #s; 2.1, 26.1, 27.1, 28.1, 41.1

////////LAST ITEM////////

SECTION 33 11 00

WATER UTILITY DISTRIBUTION PIPING

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO HB-17 (2002; Errata 2003; Errata 2005, 17th Edition) Standard Specifications for Highway Bridges

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA B300 (2010; Addenda 2011) Hypochlorites

AWWA B301 (2010) Liquid Chlorine

AWWA C104/A21.4 (2013) Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water

AWWA C110/A21.10 (2012) Ductile-Iron and Gray-Iron Fittings for Water

AWWA C111/A21.11 (2012) Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings

AWWA C153/A21.53 (2011) Ductile-Iron Compact Fittings for Water Service

AWWA C500 (2009) Metal-Seated Gate Valves for Water Supply Service

AWWA C502 (2014) Dry-Barrel Fire Hydrants

AWWA C504 (2010) Standard for Rubber-Seated Butterfly Valves

AWWA C509 (2015) Resilient-Seated Gate Valves for Water Supply Service

AWWA C512 (2007) Air-Release, Air/Vacuum, and Combination Air Valves for Waterworks Service

AWWA C515 (2015) Reduced-Wall, Resilient-Seated Gate Valves for Water Supply Service

AWWA C600 (2010) Installation of Ductile-Iron Water Mains and Their Appurtenances

33 11 00 - 1

AWWA C605 (2013) Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipe and Fittings for Water

AWWA C651 (2014) Standard for Disinfecting Water Mains

AWWA C900 (2007; Errata 2008) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Distribution

AWWA C909 (2016) Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe, 4 IN through 24 IN (100 mm Through 600 mm), for Water, Wastewater, and Reclaimed Water Service

AWWA M23 (2002; 2nd Ed) Manual: PVC Pipe - Design and Installation

ASME INTERNATIONAL (ASME)

ASME B18.2.2 (2010) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASME B18.5.2.1M (2006; R 2011) Metric Round Head Short Square Neck Bolts

ASME B18.5.2.2M (1982; R 2010) Metric Round Head Square Neck Bolts

ASTM INTERNATIONAL (ASTM)

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A47/A47M (1999; R 2014) Standard Specification for Ferritic Malleable Iron Castings

ASTM A48/A48M (2003; R 2012) Standard Specification for Gray Iron Castings

ASTM A536 (1984; R 2014) Standard Specification for Ductile Iron Castings

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM C94/C94M (2016) Standard Specification for Ready-Mixed Concrete

ASTM D1784 (2011) Standard Specification for Rigid Poly(Vinyl Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds

33 11 00 - 2

ASTM D3139 (1998; R 2011) Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals

ASTM F1483 (2012) Oriented Poly(Vinyl Chloride), PVCO, Pressure Pipe

ASTM F1674 (2011) Standard Test Method for Joint Restraint Products for Use with PVC Pipe

ASTM F477 (2014) Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 24 (2013) Standard for the Installation of Private Fire Service Mains and Their Appurtenances

NSF INTERNATIONAL (NSF)

NSF 372 (2011) Drinking Water System Components - Lead Content

NSF/ANSI 14 (2014) Plastics Piping System Components and Related Materials

NSF/ANSI 61 (2015; ERTA 2016) Drinking Water System Components - Health Effects

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-600-01 (2006; with Change 3)) Fire Protection Engineering for Facilities

UNDERWRITERS LABORATORIES (UL)

UL 246 (2011; Reprint Feb 2013) Hydrants for Fire-Protection Service

UL 262 (2004; Reprint Oct 2011) Gate Valves for Fire-Protection Service

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Pipe, Fittings, Joints and Couplings; G

Valves; G

Valve Boxes; G

33 11 00 - 3

Hydrants; G

Pipe Anchorage; G

SD-06 Test Reports

Bacteriological Samples; G

SD-07 Certificates

Pipe, Fittings, Joints and Couplings

Lining for Fittings

Valves

Hydrants

Disinfection Procedures

SD-08 Manufacturer's Instructions

Manufacturer's Instructions

1.3 QUALITY CONTROL

1.3.1 Regulatory Requirements

Comply with NSF/ANSI 61 and NSF 372 for materials for potable water piping, components and specialties for domestic water; comply with lead content requirements for "lead-free" plumbing as defined by the U.S. Safe Drinking Water Act effective January 2014.

Comply with NSF/ANSI 14 for plastic potable water piping and components.

Provide plastic pipe and fittings, bearing the seal of the National Sanitation Foundation (NSF) for potable water service from the same manufacturer.

Comply with NFPA 24 for materials, installation, and testing of fire main piping and components.

1.4 DELIVERY, STORAGE, AND HANDLING

1.4.1 Delivery and Storage

Inspect materials delivered to site for damage. Unload and store with minimum handling and in accordance with manufacturer's instructions. Store materials on site in enclosures or under protective covering. Store plastic piping, jointing materials and rubber gaskets under cover out of direct sunlight. Do not store materials directly on the ground. Keep inside of pipes, fittings, valves, hydrants, and other accessories free of dirt and debris.

1.4.2 Handling

Handle pipe, fittings, valves, hydrants, and other accessories in accordance with manufacturer's instructions and in a manner to ensure delivery to the trench in sound undamaged condition. Avoid injury to

33 11 00 - 4 coatings and linings on pipe and fittings; make repairs if coatings or linings are damaged. Do not place other material, hooks, or pipe inside a pipe or fitting after the coating has been applied. Inspect the pipe for defects before installation. Carry, do not drag pipe to the trench. Use of pinch bars and tongs for aligning or turning pipe will be permitted only on the bare ends of the pipe. Clean the interior of pipe and accessories of foreign matter before being lowered into the trench and keep them clean during laying operations by plugging. Replace material found to be defective before or after laying with sound material without additional expense to the Government. Store rubber gaskets that are not to be installed immediately, under cover out of direct sunlight.

Handle PVC and PVCO pipe, fittings, and accessories in accordance with

AWWA C605.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

2.1.1 Water Distribution Mains

Provide water distribution mains indicated as 4 through 12 inch lines of PVC, PVCO pipe. Provide water main accessories and valves as specified and where indicated.

2.2 PIPE, FITTINGS, JOINTS AND COUPLINGS

Submit manufacturer's standard drawings or catalog cuts, except submit both drawings and cuts for push-on and rubber-gasketed bell-and-spigot joints.

Include information concerning gaskets with submittal for joints and couplings.

2.2.1 Plastic Piping

2.2.1.1 PVC Piping

a. Plain end or gasket bell end, with a minimum Pressure Class, 235 (DR 18) AWWA C900 with ductile iron outside diamater (DIOD).

c. Plain end or gasket bell end, Pressure Class 235 PVCO pressure pipe, AWWA C909 with ductile iron outside diameter (DIOD).

2.2.1.1.1 Fittings for PVC Pipe

Gray iron or ductile iron fittings, AWWA C110/A21.10 or AWWA C153/A21.53, with cement-mortar lining for fittings, AWWA C104/A21.4, standard thickness. Fittings with push-on joint ends are to conform to the same requirements as fittings with mechanical-joint ends, except that bell design is to be factory modified for push-on joint compatible for use with PVC plastic pipe specified in this paragraph. Provide cement-mortar lined iron fittings and specials in accordance with AWWA C104/A21.4. Manufacture pipe couplings and fittings for PVCO plastic from material that meets ASTM F1483 and ASTM D1784, Class 12454-B.

2.2.1.1.2 Joints and Jointing Material

Provide push-on joints ASTM D3139 between pipes, pipes and metal fittings, valves, and other accessories or compression-type joints/mechanical joints, 33 11 00 - 5

ASTM D3139 and AWWA C111/A21.11. Provide each joint connection with an elastomeric gasket compatible for the bell or coupling with which it is to be used. Gaskets for push-on joints for pipe, ASTM F477. Gaskets for push-on joints and compression-type joints/mechanical joints for joint connections between pipe and metal fittings, valves, and other accessories, AWWA C111/A21.11, respectively, for push-on joints and mechanical joints.

Utilize mechanically coupled joints using a sleeve-type mechanical coupling, as specified in the paragraph SLEEVE-TYPE MECHANICAL COUPLINGS, as an optional jointing method in lieu of push-on joints on plain-end PVC plastic pipe, subject to the limitations specified for mechanically coupled joints using a sleeve-type mechanical coupling and to the use of internal stiffeners as specified for compression-type joints in ASTM D3139.

2.2.1.2 Fusible PVC Piping

Fusible PVC piping is required and shall be installed where trenchless installation of water line is indicated on the drawings. Fusible polyvinylchloride (PVC) pipe shall be used as manufactured under the trade name Fusible C-900®, for Underground Solutions, Inc., Poway, CA, (858) 679-9551. Fusible PVC pipe shall conform to AWWA C900 and ASTM D2241 and pipe diameter shall conform to the ductile iron pipe size (DIPS) standard.

Minimum Pressure Class of pipe shall be 235 (DR18). Pipe shall be marked verifying suitability for potable water service per NSF-61.

2.2.1.2.1 Fittings for Fusible PVC Pipe

Fittings for connection to other pipe materials, valves, fittings, and other accessories shall be in accordance with the pipe supplier's requirements. In general, fusible PVC readily connects with standard waterworks fittings.

2.2.1.2.2 Joints

Fusion joints: Unless otherwise specified, fusible PVC pipe lengths shall be assembled in the field with butt-fused joints. The fusion technician shall follow the pipe supplier’s guidelines for this procedure. All fusion joints shall be completed as described in this specification. Joints between fusible PVC pipe and other pipe materials, valves, fittings, and other accessories shall be made in accordance with the pipe supplier's requirements.

2.2.1.2.3 Sweeps or Bends

Fusible PVC sweeps or bends shall conform to the same sizing convention, diameter, dimensional tolerances and pressure class of the pipe being joined by the sweep or bend. Fusible PVC sweeps or bends shall be manufactured from the same fusible PVC pipe being used for the installation, and shall have at least 2 feet of straight section on either end of the sweep or bend to allow for fusion of the sweep to the pipe installation. There shall be no gasketed connections utilized with a fusible PVC sweep. Standard fusible PVC sweep or bend angles shall not be greater than 22.5 degrees, and shall be used in nominal diameters ranging from 4 inch through 16 inch.

2.2.2 Pipe Anchorage

Provide pipe anchorage designed for a minimum working pressure of 350 psi and in accordance with AWWA C605. Provide concrete thrust blocks (reaction backing), restrained joints, or restraint devices with gripper wedges

33 11 00 - 6 incorporated into a follower gland and specifically designed for the pipe material and meeting the requirements of AWWA C110/A21.10.

2.3 VALVES

2.3.1 Gate Valves 3 Inch Size and Larger on Buried Piping

AWWA C500, AWWA C509, AWWA C515,or UL 262. Unless otherwise specified, valves matching requirements of: (1)AWWA C500: nonrising stem type with double-disc gates and mechanical-joint ends or push-on joint ends compatible for the adjoining pipe, (2)AWWA C509 or AWWA C515: nonrising stem type with mechanical-joint ends or resilient-seated gate valves 3 to 12 inches in size, and (3)UL 262: inside-screw type with operating nut, double-disc or split-wedge type gate, designed for a hydraulic working pressure of 175 psi, and have mechanical-joint ends or push-on joint ends as appropriate for the pipe to which it is joined. Match materials for UL 262 valves to the reference standards specified in AWWA C500. Valves open by counterclockwise rotation of the valve stem. Stuffing boxes have 0-ring stem seals . Stuffing boxes are bolted and constructed so as to permit easy removal of parts for repair. Use valves with special ends for connection to sleeve-type mechanical coupling in lieu of mechanical-joint ends and push-on joint ends. Provide valve ends and gaskets for connection to sleeve-type mechanical couplings that conform to the requirements specified for the joint or coupling. Provide valves from one manufacturer.

2.3.2 Rubber-Seated Butterfly Valves

Provide rubber-seated butterfly valves and wafer type valves that match the performance requirements of AWWA C504. Wafer type valves not meeting laying length requirements are acceptable if supplied and installed with a spacer, providing the specified laying length. Meet all tests required by AWWA C504. Flanged-end valves are required in a pit. Provide a union or sleeve-type coupling in the pit to permit removal. Direct-bury mechanical-end valves 3 through 10 inches in diameter. Provide a valve box, means for manual operation, and an adjacent pipe joint to facilitate valve removal. Provide valve operators that restrict closing to a rate requiring approximately 60 seconds, from fully open to fully closed.

2.3.3 Air Release Valves

Provide air release valves that release air and prevent the formation of a vacuum, are in compliance with the provisions of AWWA C512 and are the size shown. Provide valves with an iron body, lead-free bronze trim and stainless steel float that automatically releases air when the lines are being filled with water and admits air into the line when water is being withdrawn in excess of the inflow.

2.3.4 Valve Boxes

Provide a valve box for each gate valve on buried piping. Construct adjustable valve boxes manufactured from cast iron or precast concrete of a size compatible for the valve on which it is used. Provide cast iron valve boxes with a minimum cover and wall thickness of 3/16 inch and conforming to ASTM A48/A48M, Class 35B. Coat the cast-iron box with a heavy coat of bituminous paint. Design precast concrete boxes installed in locations subjected to vehicular traffic to withstand the following HL-93 AASHTO load designation as outline in AASHTO HB-17. Manufacture precast concrete boxes in accordance with Section 03 40 05 PRECAST CONCRETE FOR BELOW GRADE SITEWORK (HOLLOMAN AFB). Provide a round head. Cast the word "WATER" on

33 11 00 - 7 the lid. The least diameter of the shaft of the box is 5 1/4 inches.

2.4 FIRE HYDRANTS

2.4.1 Fire Hydrants

Provide hydrants where indicated. Paint hydrants with at least one coat of primer and two coats of enamel paint. Paint barrel and bonnet colors in accordance with UFC 3-600-01. Stencil hydrant number and main size on the hydrant barrel using black stencil paint.

2.4.1.1 Dry-Barrel Type Fire Hydrants

Provide Dry-barrel type hydrants, AWWA C502 or UL 246, "Base Valve" design, with 6 inch inlet, 5 1/4 inch valve opening, one 4 1/2 inch pumper connection, and two 2 1/2 inch hose connections. Provide mechanical-joint or push-on joint end inlet; with end matching requirements as specified for the joint as specified in AWWA C502 or UL 246 for size and shape of operating nut, cap nuts, and threads on hose and pumper connections.

Provide hydrants with frangible sections as mentioned in AWWA C502.

Design the hydrant with special couplings joining that break from a force imposed by a moving vehicle. Hydrant is to be fully operational under normal conditions.

2.5 ACCESSORIES

2.5.1 Sleeve-Type Mechanical Couplings

Design couplings to join plain-end piping by compression of a ring gasket at each end of the adjoining pipe sections. The coupling consists of one middle ring flared or beveled at each end to provide a gasket seat; two follower rings; two resilient tapered rubber gaskets; and bolts and nuts to draw the follower rings toward each other to compress the gaskets. The middle ring and the follower rings are to be true circular sections free from irregularities, flat spots, and surface defects; provide for confinement and compression of the gaskets. For PVC plastic pipe, the middle ring is cast-iron . Malleable and ductile iron are to meet the requirements of ASTM A47/A47M and ASTM A536, respectively. Design gaskets for resistance to set after installation and to meet the requirements specified for gaskets for mechanical joint in AWWA C111/A21.11. Provide track-head type bolts ASTM A307, Grade A, with nuts, ASTM A563, Grade A; or round-head square-neck type bolts, ASME B18.5.2.1M and ASME B18.5.2.2M with hex nuts, ASME B18.2.2. Provide 5/8 inch diameter bolts; minimum number of bolts for each coupling is 4 for 4 inch pipe, 5 for 6 inch pipe, and 6 for 8 inch pipe. Shape bolt holes in follower rings to hold fast to the necks of the bolts used. Do not use mechanically coupled joints using a sleeve-type mechanical coupling as an optional method of jointing except where pipeline is adequately anchored to resist tension pull across the joint. Provide a tight flexible joint with mechanical couplings under reasonable conditions, such as pipe movements caused by expansion, contraction, slight settling or shifting in the ground, minor variations in trench gradients, and traffic vibrations. Match coupling strength to that of the adjoining pipeline.

2.5.2 Dielectric Fittings

Install dielectric fittings between threaded ferrous and nonferrous metallic pipe, fittings and valves, except where corporation stops join mains to prevent metal-to-metal contact of dissimilar metallic piping

33 11 00 - 8 elements and compatible with the indicated working pressure.

2.5.3 Tracer Wire for Nonmetallic Piping

Provide bare copper or aluminum wire not less than 0.10 inch in diameter in sufficient length to be continuous over each separate run of nonmetallic pipe.

2.6 DISINFECTION

Chlorinating materials are to conform to: Chlorine, Liquid: AWWA B301;

Hypochlorite, Calcium and Sodium: AWWA B300.

PART 3 EXECUTION

3.1 PRECAUTIONS

3.1.1 Connections to Existing System

Perform all connections to the existing water system in the presence of the Contracting Officer.

3.1.2 Operation of Existing Valves

Do not operate valves within or directly connected to the existing water system unless expressly directed to do so by the Contracting Officer.

3.2 INSTALLATION OF PIPELINES

3.2.1 General Requirements for Installation of Pipelines

Submit manufacturer's instructions for pipeline installations. These manufacturer's instructions apply to all pipeline installation except as noted herein.

3.2.1.1 Location of Water Lines

Terminate the work covered by this section as indicated.

Where the location of the water line is not clearly defined by dimensions on the drawings, do not lay water line closer horizontally than 10 feet from any sewer line.

Do not lay water lines in the same trench with gas lines, fuel lines, electric wiring, or any other utility. Where nonferrous metallic pipe, e.g. copper tubing, cross any ferrous piping, provide a minimum vertical separation of 12 inches between pipes.

Where water piping is required to be installed within 3 feet of existing structures, sleeve the water pipe. Provide ductile-iron or Schedule 40 steel sleeves. Fill annular space between pipe and sleeves with mastic.

Install the water pipe and sleeve ensuring that there will be no damage to the structures and no settlement or movement of foundations or footings.

3.2.1.1.1 Water Piping Installation Parallel With Sewer Piping

3.2.1.1.1.1 Normal Conditions

Lay water piping at least 10 feet horizontally from a sewer or sewer

33 11 00 - 9 manhole whenever possible. Measure the distance edge-to-edge. Provide at least 18 inches above the top (crown) of the sewer piping and the bottom (invert) of the water piping. The sewer piping is to be constructed of AWWA-compliant water pipe and pressure tested in place without leakage prior to backfilling where this vertical separation can not be obtained.

Shop drawings for the waste water disposal method are required. Test the sewer manhole in place to ensure watertight construction.

3.2.1.1.2 Installation of Water Piping Crossing Sewer Piping

a. Normal Conditions: Provide a separation of at least 18 inches between the bottom of the water piping and the top of the sewer piping in cases where water piping crosses above sewer piping.

b. Unusual Conditions: When local conditions prevent a vertical separation described above, construct sewer piping passing over or under water piping of AWWA-compliant ductile iron water piping, pressure tested in place without leakage prior to backfilling. Protect water piping passing under sewer piping by providing a vertical separation of at least 18 inches between the bottom of the sewer piping and the top of the water piping; adequate structural support for the sewer piping to prevent excessive deflection of the joints and the settling on and breaking of the water piping; and that the length, minimum 20 feet, of the water piping be centered at the point of the crossing so that joints are equidistant and as far as possible from the sewer piping.

3.2.1.1.3 Sewer Piping or Sewer Manholes

No water piping is to pass through or come in contact with any part of a sewer manhole.

3.2.1.2 Earthwork

Perform earthwork operations in accordance with Section 31 00 00 EARTHWORK.

3.2.1.3 Pipe Laying and Jointing

Remove fins and burrs from pipe and fittings. Before placing in position, clean pipe, fittings, valves, and accessories, and maintain in a clean condition. Provide proper facilities for lowering sections of pipe into trenches. Under no circumstances is it permissible to drop or dump pipe, fittings, valves, or other water line material into trenches. Cut pipe cleanly, squarely, and accurately to the length established at the site and work into place without springing or forcing. Replace a pipe or fitting that does not allow sufficient space for installation of jointing material. Blocking or wedging between bells and spigots is not permitted.

Lay bell-and-spigot pipe with the bell end pointing in the direction of laying. Grade the pipeline in straight lines; avoid the formation of dips and low points. Support pipe at the design elevation and grade. Secure firm, uniform support. Wood support blocking is not permitted. Lay pipe so that the full length of each section of pipe and each fitting rests solidly on the pipe bedding; excavate recesses to accommodate bells, joints, and couplings. Provide anchors and supports for fastening work into place. Make provision for expansion and contraction of pipelines.

Keep trenches free of water until joints have been assembled. At the end of each work day, close open ends of pipe temporarily with wood blocks or bulkheads. Do not lay pipe when conditions of trench or weather prevent installation.

33 11 00 - 10

3.2.1.4 Installation of Tracer Wire

Install a continuous length of tracer wire for the full length of each run of nonmetallic pipe. Attach wire to top of pipe in such manner that it will not be displaced during construction operations.

3.2.1.5 Connections to Existing Water Lines

Make connections to existing water lines after coordination with the facility and with a minimum interruption of service on the existing line.

Make connections to existing lines under pressure in accordance with the recommended procedures of the manufacturer of the pipe being tapped and as indicated.

3.2.2 Special Requirements for Installation of Water Lines

3.2.2.1 Installation of PVC and PVCO Water Main Pipe

Unless otherwise specified, install pipe and fittings in accordance with the paragraph GENERAL REQUIREMENTS FOR INSTALLATION OF PIPELINES; with the requirements of AWWA C605 for laying of pipe, joining PVC pipe to fittings and accessories, and setting of hydrants, valves, and fittings; and with the recommendations for pipe joint assembly and appurtenance installation in AWWA M23, Chapter 7, "Installation."

a. Jointing: Make push-on joints with the elastomeric gaskets specified for this type joint, using either elastomeric-gasket bell-end pipe or elastomeric-gasket couplings. For pipe-to-pipe push-on joint connections, use only pipe with push-on joint ends having factory-made bevel; for push-on joint connections to metal fittings, valves, and other accessories, cut spigot end of pipe off square and re-bevel pipe end to a bevel approximately the same as that on ductile-iron pipe used for the same type of joint. Use a lubricant recommended by the pipe manufacturer for push-on joints. Assemble push-on joints for pipe-to-pipe joint connections in accordance with the requirements of AWWA C605 for laying the pipe and the recommendations in AWWA M23, Chapter 7, "Installation," for pipe joint assembly. Assemble push-on joints for connection to fittings, valves, and other accessories in accordance with the requirements of AWWA C605 for joining PVC pipe to fittings and accessories and with the requirements of AWWA C600 for joint assembly. Make compression-type joints/mechanical joints with the gaskets, glands, bolts, nuts, and internal stiffeners previously specified for this type joint; assemble in accordance with the requirements of AWWA C605 for joining PVC pipe to fittings and accessories, with the requirements of AWWA C600 for joint assembly, and with the recommendations of Appendix A to AWWA C111/A21.11. Cut off spigot end of pipe for compression-type joint/mechanical-joint connections and do not re-bevel. Assemble joints made with sleeve-type mechanical couplings in accordance with the recommendations of the coupling manufacturer using internal stiffeners as previously specified for compression-type joints.

b. Offset: Maximum offset in alignment between adjacent pipe joints as recommended by the manufacturer and not to exceed 5 degrees.

c. Fittings: Install in accordance with AWWA C605.

33 11 00 - 11

3.2.2.2 Installation of Fusible PVC Pipe

Installation guidelines from the pipe supplier shall be followed for all installations. The fusible polyvinylchloride pipe will be installed in a manner so as not to exceed the recommended bending radius guidelines.

Where fusible polyvinylchloride pipe is installed by pulling in tension, the recommended maximum safe pulling force, established by the pipe supplier, shall not be exceeded.

3.2.2.2.1 Handling and Storage

Pipe shall be off-loaded, loaded, installed, handled, stored and stacked per the pipe supplier’s guidelines. These guidelines include compliance with the minimum recommended bend radius and maximum safe pull force for the specific pipe being used. The general best practices of the industry per AWWA M23 shall also be observed.

3.2.2.2.2 Fusion Process

a. Fusible polyvinylchloride pipe shall be handled in a safe and non-destructive manner before, during, and after the fusion process and in accordance with this specification and pipe supplier’s guidelines.

b. Fusible polyvinylchloride pipe shall be fused by qualified fusion technicians holding current qualification credentials for the pipe type and size being fused, as documented by the pipe supplier.

Qualification of technicians shall be current as of the actual date of fusion performance on the project.

c. Pipe supplier’s procedures shall be followed at all times during fusion operations.

d. Each fusion joint shall be recorded and logged by an approved electronic monitoring device (data logger) connected to the fusion machine, which utilizes a current version of the pipe supplier’s recommended and compatible software.

e. Only appropriately sized and outfitted fusion machines that have been approved by the pipe supplier shall be used for the fusion process.

This includes requirements for safety, maintenance, and operation with modifications made for PVC.

3.2.2.3 Pipe Anchorage Installation

a. Thrust blocks. Thrust block size and positioning shall be as indicated.

Use concrete, ASTM C94/C94M, having a minimum compressive strength of 2,500 psi at 28 days; or use concrete of a mix not leaner than one part cement, two and one half parts sand, and five parts gravel, having the same minimum compressive strength.

b. Restrained joints. Restrained joints shall be in accordance with NFPA 24, Chapter 10 and in accordance with ASTM F1674.

3.2.3 Installation of Valves

3.2.3.1 Installation of Gate Valves

Install gate valves, AWWA C500 and UL 262, in accordance with the requirements of AWWA C600 for valve-and-fitting installation and with the

33 11 00 - 12 recommendations of the Appendix ("Installation, Operation, and Maintenance of Gate Valves") to AWWA C500. Install gate valves, AWWA C509 or AWWA C515, in accordance with the requirements of AWWA C600 for valve-and-fitting installation and with the recommendations of the Appendix ("Installation, Operation, and Maintenance of Gate Valves") to AWWA C509 or AWWA C515.

Install gate valves on PVC and PVCO water mains in accordance with the recommendations for appurtenance installation in AWWA M23, Chapter 7, "Installation." Make and assemble joints to gate valves as specified for making and assembling the same type joints between pipe and fittings.

3.2.3.2 Installation of Air Release Valves

Install pressure vacuum assemblies of type, size, and capacity indicated.

Include valves and test cocks. Install according to the requirements of plumbing and health department and authorities having jurisdiction. Do not install pressure vacuum breaker assemblies in vault or other space subject to flooding.

3.2.4 Installation of Fire Hydrants

Install hydrants in accordance with AWWA C600 for hydrant installation and as indicated. Make and assemble joints as specified for making and assembling the same type joints between pipe and fittings. Install hydrants with the 4 1/2 inch connections facing the adjacent paved surface. If there are two paved adjacent surfaces, install hydrants with the 4 1/2 inch connection facing the paved surface where the connecting main is located.

3.2.5 Disinfection

Prior to disinfection, provide disinfection procedures, proposed neutralization and disposal methods of waste water from disinfection procedures as part of the disinfection submittal. Disinfect new water piping and existing water piping affected by Contractor's operations in accordance with AWWA C651. Fill piping systems with solution containing minimum of 50 parts per million of available chlorine and allow solution to stand for minimum of 24 hours. Flush solution from the systems with domestic water until maximum residual chlorine content is within the range of 0.2 and 0.5 parts per million, or the residual chlorine content of domestic water supply. Obtain at least two consecutive bacteriological samples from new water piping. Analyze samples by a certified laboratory, and submit the results of the bacteriological samples. Obtain approval by the Contracting Officer prior to the new water piping being placed into service.

3.3 FIELD QUALITY CONTROL

3.3.1 Field Tests and Inspections

Notify the Contracting Officer a minimum of five days in advance of hydrostatic testing. Coordinate the proposed method for disposal of waste water from hydrostatic testing. Perform field tests, and provide labor, equipment, and incidentals required for testing. Provide documentation that all items of work have been constructed in accordance with the Contract documents. Do not begin testing on any section of a pipeline where concrete thrust blocks have been provided until at least five days after placing of the concrete.

33 11 00 - 13

3.3.2 Testing Procedure

3.3.2.1 Hydrostatic Testing

Test the water system in accordance with the applicable specified standard. Where water mains provide fire service, test in accordance with the special testing requirements given in the paragraph SPECIAL TESTING REQUIREMENTS FOR FIRE SERVICE. Test PVC and PVCO plastic water systems made with PVC pipe in accordance with the requirements of AWWA C605 for pressure and leakage tests. The amount of leakage on pipelines made of PVC plastic water main pipe is not to exceed the amounts given in AWWA C605, except that at joints made with sleeve-type mechanical couplings, no leakage will be allowed.

3.3.2.2 Leakage Testing

For leakage test, use a hydrostatic pressure not less than the maximum working pressure of the system. Leakage test may be performed at the same time and at the same test pressure as the pressure test.

3.3.3 Tracer Wire Continuity

Test tracer wire for continuity after service connections have been completed and prior to final pavement or restoration. Verify that tracer wire is locatable with electronic utility locating equipment. Repair breaks or separations and re-test for continuity.

3.4 CLEANUP

Upon completion of the installation of water lines and appurtenances, remove all debris and surplus materials resulting from the work.

-- End of Section --

33 11 00 - 14

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N h a g -0

.a m

C .O .E

C .O .E

C .O .E

G-002

IN

D

E X O

F D

R A

W

IN

G S

GENERAL

COVER SHEET1 G-001

G-002

CIVIL

C-1013

C-105

C-107

C-102

C-103

PROJECT LOCATION AND VICINITY MAPS

C-104

10 C-108

GEOTECHNICAL

B-101

B-103

8 C-106

INDEX OF DRAWINGS

C-501

44 B-102

47 B-105

48 B-106

NOTES AND DETAILS

CONTRACTOR ACCESS CONTROL AND OPERATIONS

INDEX OF DRAWINGS

TITLESHEET TITLESHEET TITLESHEET TITLESEQ. SHEETSEQ. SEQ. SEQ.

65 E-001

67 ES101

ELECTRICAL

B-104

SUBSURFACE INVESTIGATION PLAN

C-503

C-502

SITE PLAN A - HCP TAXIWAY

SITE PLAN B - HCP TAXIWAY

SITE PLAN C - HCP TAXIWAY

SITE PLAN E - ACCESS ROAD

C-109

C-110

C-111

GRADING PLAN A - HCP TAXIWAY

GRADING PLAN B - HCP TAXIWAY

GRADING PLAN C - HCP TAXIWAY

C-112

15 C-113

GRADING PLAN E - ACCESS ROAD

16 C-114

18 C-115

19 C-116

20 C-117

21 C-118

SHEET LAYOUT - UTILITY PLAN

22 C-119

23 C-120

STRUCTURAL

MASTER SITE PLAN

B-110

B-111

B-108

B-109

54 B-301

49 B-107

B-501

B-502

B-701

B-702

JOINT LAYOUT PLAN A

JOINT LAYOUT PLAN B

JOINT LAYOUT PLAN C

JOINT LAYOUT PLAN D

PAVEMENT SITE PLAN A

PAVEMENT SITE PLAN B

PAVEMENT SITE PLAN C

PAVEMENT SITE PLAN D

PAVEMENT SITE PLAN E

PAVEMENT SECTIONS I

PAVEMENT DETAILS II

PAVEMENT DETAILS I

SITE PLAN D - HCP AND TAXIWAY

GRADING PLAN D - HCP AND TAXIWAY

PAVEMENT JOINT ELEVATIONS I

PAVEMENT JOINT ELEVATIONS II

PAVEMENT MARKING AND SIGNAGE PLAN A

PAVEMENT MARKING PLAN B

PAVEMENT MARKING PLAN C

PAVEMENT MARKING PLAN D

24 C-121

25 C-122

C-123

C-124

SHEET LAYOUT - PAVEMENT JOINT ELEVATIONS

C-125

PAVEMENT JOINT ELEVATIONS III

29 C-126

30 C-127

31 C-128

32 C-301

33 C-302

34 C-303 PROFILE - ACCESS ROAD (ALIGN. B)

TAXIWAY BOX CULVERT PLAN AND SECTIONS

C-50439

C-50540

35 C-401 ENLARGED PLAN - HCP

ELECTRICAL LEGEND AND SITE NOTES

90 EA102

89 EA101

91 EA103

92 EA104

98 EA501

93 EA105

99 EA502

EA504

EA503

EA505

AIRFIELD LIGHTING PLAN - AREA "A"

AIRFIELD LIGHTING PLAN - AREA "B"

AIRFIELD LIGHTING PLAN - AREA "C"

AIRFIELD LIGHTING PLAN - AREA "D"

AIRFIELD LIGHTING PLAN - AREA "E"

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

AIRFIELD ELECTRICAL DETAILS

S-001

S-002

S-501

C-506

ED101 AIRFIELD DEMOLITION PLAN - AREA "F"

EG101

S-502

79 EG102 AIRFIELD GROUNDING PLAN - AREA "B"

80 EG103 AIRFIELD GROUNDING PLAN - AREA "C"

81 EG104 AIRFIELD GROUNDING PLAN - AREA "D"

87 EG501 AIRFIELD STATIC GROUND AND TIEDOWN DETAIL

82 EG105 AIRFIELD GROUNDING PLAN - AREA "E"

68 ES102

TAXIWAY, HCP, AND ACCESS ROAD SECTION GRADES

PAVEMENT MARKING AND AIRCRAFT TIEDOWN DETAILS

WATER LINE DETAILS

STRUCTURAL GENERAL STRUCTURAL NOTES

STRUCTURAL QA PROGRAM AND CONCRETE NOTES

STRUCTURAL PLAN AND PROFILE

STRUCTURAL CULVERT CROSS SECTIONS

S-503 STRUCTURAL CULVERT CROSS SECTIONS

69 ES103

74 ES501 CATHODIC PROTECTION DETAILS

EL101 CONTROL TOWER LIGHTING LAYOUT ADDITION

ET101 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "A"

ET102 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "B"

ET103 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "C"

ET104 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "D"

ET105 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "E"

ET106 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "F"

ET107

17 C-114A PAVEMENT MARKING AND SIGNAGE PLAN F

66 ES100 AIRFIELD ELECTRICAL OVERALL KEY PLAN

70 ES104

77 EG100 AIRFIELD GROUNDING OVERALL KEYPLAN

AIRFIELD GROUNDING PLAN - AREA "A"

83 EG106 AIRFIELD GROUNDING PLAN - AREA "F"

84 EG107 AIRFIELD GROUNDING PLAN - AREA "G"

85 EG108 AIRFIELD GROUNDING PLAN - AREA "N"

86 EG109

88 EA100 AIRFIELD LIGHTING OVERALL KEYPLAN

94 EA106

95 EA107

96 EA108

97 EA109

AIRFIELD LIGHTING PLAN - AREA "F"

AIRFIELD LIGHTING PLAN - AREA "G"

AIRFIELD LIGHTING PLAN - AREA "N"

ET100 AIRFIELD TELECOMMUNICATIONS OVERALL KEYPLAN

ET108 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "H"

ET109 AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "I"

ET110

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "G"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREA "L"

AIRFIELD LIGHTING PLAN - AREAS "H"-"M"

AIRFIELD GROUNDING PLAN - AREAS "H"-"M"

CATHODIC PROTECTION PLAN - AREAS "A" THRU "F"

CATHODIC PROTECTION PLAN - AREAS "G", "J", "K", & "M"

ET111

ET501

"N", "J", "K", & "M"

AIRFIELD TELECOMMUNICATIONS SITE PLAN - AREAS

TELECOMMUNICATION DETAILS

55 B-302 PAVEMENT SECTIONS II

DRILLING LOGS I

DRILLING LOGS II

MARKING/SIGNAGE

SHEET LAYOUT - SITE, GRADING, AND PAVEMENT

CONSTRUCTION PHASING EXISTING COMMUNICATIONS DEMOLITION PLAN - AREAS "E" & "F"

71 ES105 NEW COMMUNICATIONS CONSTRUCTION PLAN - AREAS "E" & "F"

PLAN & PROFILE 1 - WATER LINE STA 0+00C TO 9+50C

PLAN & PROFILE 2 - WATER LINE STA 9+50C TO 18+10C

PLAN & PROFILE 3 - WATER LINE STA 18+10C TO 27+10C

PLAN & PROFILE 4 - WATER LINE STA 27+10C TO 35+80C

PLAN & PROFILE 5 - WATER LINE STA 35+80C TO 44+90C

PLAN & PROFILE 6 - WATER LINE STA 44+90C TO 54+00C

PROFILE - TAXIWAY (ALIGN. A) STA 0+00A TO 18+40A

PROFILE - TAXIWAY (ALIGN. A) STA 18+40A TO 27+00A

C-50742 ROAD CLOSURE GATE DETAILS

AIR RELEASE VALVE AND CULVERT HEADWALL DETAILS

75 ES502 COMMUNICATIONS DUCTBANK AND ROUTING DETAILS

72 ES106

73 ES107

TEMPORARY DISPLACED THRESHOLD PLAN - AREA "O"

ROUTING - AREA "P"

ENLARGED VIEW TEMPORARY END LIGHT JUMPER

EXISTING COMMUNICATIONS SITE PLAN - AREA "A"

26.1

2.1

A

M

/0

/1

AM0002

2.1

41.1

27.1

28.1

A M

E N

D S

E Q

,2

,2

,2

,4

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A C

T

N O

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

0' 120'

1"=40'

20' 40' 80'

S H

E E

T C -1

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

KEY PLAN

NEW WATER LINE - ALIGNMENT C

W

W

LEGEND

NOTES

NEW FINISHED CONTOUR

EXISTING CONTOUR

NEW VALVE

EXIST. GAS LINE

NEW WATER LINE

EXIST WATER LINE

G

E 1,294,313.25

E 1,294,510.03

E 1,294,395.50

WITH 8"X8"X8" TEE

REPLACE EXIST.

CONNECTION.

POINT OF

S H

E E

T C -1

PROFILE - WATER LINE STA 0+00C TO 9+50C

PLAN

N 11,923,869.84

PI STA 3+95.63C

N 11,923,606.77

PI STA 1+20.00C

N 11,923,642.58

STA 0+00C

ALIGNMENT POB

REPLACEMENT DETAIL ON SHEET B-501

ACCORDANCE WITH HMAC PAVEMENT

PAVEMENT. REPAIR PAVEMENT CUT IN

CONSTRUCT NEW WATER LINE ACROSS

REMOVE PAVEMENT AS REQUIRED TO

VICINITY OF NEW WATER LINE.

GROUNDING, AND CATHODIC PROTECTION WORK IN

RELOCATED ELECTRICAL, COMMUNICATION, LIGHTING,

SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

3. EXSISTING UTILITY INFORMATION SHOWN IS

ACCEPTABLE.

PIPE AT FIXED BURIAL DEPTH WILL NOT BE

TRAPS AT PIPELINE HIGH POINTS. INSTALLATION OF

VERTICAL ALIGNMENT REQUIRED TO PREVENT AIR

SHALL BE CONSTANT (STRAIGHT LINE). CONTROL OF

PROFILE. SLOPE OF PIPE BETWEEN CONTROL POINTS

CONTROLLED BY TOP OF PIPE ELEVATIONS GIVEN ON

2. VERTICAL ALIGNMENT OF WATERLINE SHALL BE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

E 1,294,177.72

N 11,923,941.64

STA 5+49.00C

NEW AIR RELEASE VALVE

AM0002

A M

/3

/1

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

24 40

26.1

C

V E

L A

S Q

U E

Z h a c -1

.a m

C-123

S T

A

C T

O

C

P L

A N P

R O

F

IL

E W

A T

E R L

IN

E

A D

D E

D A

R V L

O C

A T

IO

N O

N P

L A

N

W -8

W -8 "H

A L E D

R

K E

LL

Y

R D

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

G -2

G -3

W -8"

W-8"

M A

T C

H L

IN

0+

C

1+

C

2+

C

3+

C

C

C

C

C

C

C

KELLY RD

M A

T C

H L

IN

ALIGNMENT CENTERLINE

EXISTING GRADE AT

8" WATER

8" WATER

40704070

0+00C 1+00C 2+00C 3+00C 4+00C 5+00C 6+00C 7+00C 8+00C 9+00C

T O

P O

F P

IP

E

.3

S T

A

C

T O

P O

F P

IP

E

.6

S T

A

C

T O

P O

F P

IP

E

.2

S T

A

C

T O

P O

F P

IP

E

.1

S T

A

A

IR

R

E L E

A S

E V

A L

V E A

N D V

A U

L T

1"=40'

20' 40' 80'

S H

E E

T C -1

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

S H

E E

T C -1

KEY PLAN

NEW WATER LINE - ALIGNMENT C

LEGEND

NOTES

W

E 1,293,180.92

S H

E E

T C -1

S H

E E

T C -1

PROFILE - WATER LINE STA 9+50C TO 18+10C

PLAN

N 11,924,469.79

PI STA 16+77.08C

REPLACEMENT DETAIL ON SHEET B-501

ACCORDANCE WITH HMAC PAVEMENT

PAVEMENT. REPAIR PAVEMENT CUT IN

CONSTRUCT NEW WATER LINE ACROSS

REMOVE PAVEMENT AS REQUIRED TO

VICINITY OF NEW WATER LINE.

GROUNDING, AND CATHODIC PROTECTION WORK IN

RELOCATED ELECTRICAL, COMMUNICATION, LIGHTING,

SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

NEW FINISHED CONTOUR

EXISTING CONTOUR

EXISTING BURIED ELEC LINE

NEW WATER LINE

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

3. EXSISTING UTILITY INFORMATION SHOWN IS

ACCEPTABLE.

PIPE AT FIXED BURIAL DEPTH WILL NOT BE

TRAPS AT PIPELINE HIGH POINTS. INSTALLATION OF

VERTICAL ALIGNMENT REQUIRED TO PREVENT AIR

SHALL BE CONSTANT (STRAIGHT LINE). CONTROL OF

PROFILE. SLOPE OF PIPE BETWEEN CONTROL POINTS

CONTROLLED BY TOP OF PIPE ELEVATIONS GIVEN ON

2. VERTICAL ALIGNMENT OF WATERLINE SHALL BE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

/0

/1

AM0002

H

H O

R T

O N

H

H O

R T

O N

G E

N E

R A

L E

N G

IN

E E

R

IN

G S

E C

T

IO

N

25 40

27.1

C

V E

L A

S Q

U E

Z h a c -1

.a m

C-124

S T

A

C T

O

C

P L

A N P

R O

F

IL

E W

A T

E R L

IN

E A

M

R E

V

IS

E D P

R O

F

IL

E

42604260

ELEC

ASPHALT ROAD

ROAD GRAVEL

ELECT. MH

ELECT. MH

M H

E

LE

C

E

LE

C

1 2 3 4 5

1 2 3 4 5

B

A

C

D D

C

B

A

P lo t S c a le

F il e N a m e

P lo t

D a te

R E

V

IE

W E

D B

Y

S O

L C

O N

T R

A

M a rk

D e s c ri p ti o n

Albuquerque District of Engineers

US Army Corps

A p p r.

A L

B U

Q U

E R

Q U

E

N E

W M

E X

IC

O

C O

R P

S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

SEQUENCE NO.

OF

SHEET NO.

C H

IE

F

D A

T E e ro T o le ra n c e e ro A c c id e n ts

D E

S

IG

N B

Y

D R

A W

N B

Y

D a te

W

P P

R

H O

L L

O M

A N A

IR

F

O R

C E B

A S

E N

E W M

E X

IC

O

F Y H

A Z

A R

D O

U S C

A R

G O P

A D A

N D T

A X

IW

A Y

K W

R D

J A

N U

A R

Y

BID SET - NOT FOR CONSTRUCTION

M A

T C

H L

IN

W-8"

M A

T C

H L

IN

C

C

C

C

C

C

C

C

C

GRAVEL ROAD

PAVED ROAD

M A

T C

H L

IN

S T

A

C B

E G

IN

R

E Q

U

IR

E D

T R

E N

C H

L E

S S I

N S

T A

L L

A T

IO

N

TRENCHLESS INSTALLATION REQUIRED

INSTALLATION REQUIRED

TRENCHLESS

M A

T C

H L

IN

8" WATER

10+00C 11+00C 12+00C 13+00C 14+00C 15+00C 16+00C 17+00C 18+00C

T O

P O

F P

IP

E

.7

T O

P O

F P

IP

E

.4

S T

A

C

S T

A

C

T O

P O

F P

IP

E

.4

S T

A

C

M

IN

E L E

C L

IN

E

E X

IS

T

B U

R

IE

D

FOR ADDITIONAL INFORMATION

SEE ELECTRICAL DRAWINGS

LOCATION APPROXIMATE,

SHALL BE FUSIBLE C-900 PVC PIPE

PIPE INSTALLED BY TRENCHLESS METHOD

1"=40'

20' 40' 80'

KEY PLAN

SCALE: 1"=4'V 1"=40'H

SCALE: 1"=40'H

0' 2' 4' 8' 12'

1"=4'

S H

E E

T C -1

NEW WATER LINE - ALIGNMENT C

NOTES

S H

E E

T C -1

S H

E E

T C -1

S H

E E

T C -1

PROFILE - WATER LINE STA 18+10C TO 27+10C

PLAN

E 1,292,658.42

N 11,925,101.77

PI STA 24+97.08C

REPLACEMENT DETAIL ON SHEET B-501

ACCORDANCE WITH HMAC PAVEMENT

PAVEMENT. REPAIR PAVEMENT CUT IN

CONSTRUCT NEW WATER LINE ACROSS

REMOVE PAVEMENT AS REQUIRED TO

VICINITY OF NEW WATER LINE.

GROUNDING, AND CATHODIC PROTECTION WORK IN

RELOCATED ELECTRICAL, COMMUNICATION, LIGHTING,

SEE THE ELECTRICAL DRAWINGS FOR NEW AND/OR

W

NEW FINISHED CONTOUR

EXISTING CONTOUR

EXISTING BURIED ELEC LINE

NEW WATER LINE

LEGEND

COMMENCEMENT OF CONSTRUCTION OPERATIONS.

VERIFY ALL UTILITY LOCATIONS PRIOR TO

APPROXIMATE. THE CONTRACTOR SHALL FIELD

3. EXSISTING UTILITY INFORMATION SHOWN IS

ACCEPTABLE.

PIPE AT FIXED BURIAL DEPTH WILL NOT BE

TRAPS AT PIPELINE HIGH POINTS. INSTALLATION OF

VERTICAL ALIGNMENT REQUIRED TO PREVENT AIR

SHALL BE CONSTANT (STRAIGHT LINE). CONTROL OF

PROFILE. SLOPE OF PIPE BETWEEN CONTROL POINTS

CONTROLLED BY TOP OF PIPE ELEVATIONS GIVEN ON

2. VERTICAL ALIGNMENT OF WATERLINE SHALL BE

CONTROL OF CONSTRUCTION.

BE UTILIZED FOR HORIZONTAL AND VERTICAL

1. SEE SHEET C-101 FOR BENCHMARK LOCATIONS TO

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US Army Corps

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BID SET - NOT FOR CONSTRUCTION

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