W912PP25R0017 WATER INFRASTRUCTURE TO PEC AND RSC - AM0002.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

W912PP

Design Bid Build, Water Infrastructure to PEC and RSC at Melrose Air Force Range, New Mexico.

1.This is Amendment No. 0002 to Solicitation No. W912PP25R0017. 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

W912PP25R0017

1 2

04/08/2025

03/13/2025

W912PP25R0017

AMENDMENT No. 0002

2. 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

01 51 00 - UTILITIES, Entirety

33 32 16 - PACKAGED UTILITY

WASTEWATER PUMPING STATIONS, Entirety

33 32 16 - PACKAGED UTILITY

WASTEWATER PUMPING STATIONS, Replaced In Its Entirety

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

Delete Page Insert Page

C-102 SITE AREA PLAN PEC AND RSC

AREAS

C-102.1 SITE AREA PLAN PEC AND RSC

AREAS

CU101 PLAN AND PROFILE 4" WATERLINE

FOR WELL G-2 STA. 0+00 TO STA, 8+00

CU101.1 PLAN AND PROFILE 4" WATERLINE

FOR WELL G-2 STA. 0+00 TO STA, 8+00

CU102 PLAN AND PROFILE 4” WATERLINE

FROM WELL G-2 STA. 8+00 TO POE

CU102.1 PLAN AND PROFILE 4” WATERLINE

FROM WELL G-2 STA. 8+00 TO POE

CU103 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 0+00 TO

STA. 9+00

CU103.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 0+00

TO STA. 9+00

CU104 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 9+00 TO

STA. 18+00

CU104.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA. 9+00

TO STA. 18+00

CU105 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 18+00 TO

STA. 27+00

CU105.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

18+00 TO STA. 27+00

CU106 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 27+00 TO

STA. 36+00

CU106.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

27+00 TO STA. 36+00

CU107 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 36+00 TO

45+00

CU107.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

36+00 TO 45+00

W912PP25R0017

AMENDMENT No. 0002

Page 2a of 2

CU108 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 45+00 TO

54+00

CU108.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

45+00 TO 54+00

CU109 PLAN AND PROFILE 4" WATER LINE

TO FILTRATION BUILDING STA. 54+00 TO

POE

CU109.1 PLAN AND PROFILE 4" WATER

LINE TO FILTRATION BUILDING STA.

54+00 TO POE

CU110 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 0+00 TO STA. 9+00

CU110.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 0+00 TO STA. 9+00

CU111 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 9+00 TO STA. 18+00

CU111.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 9+00 TO STA. 18+00

CU112 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. STA. 18+00 TO STA. 27+00

CU112.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 18+00 TO STA. 27+00

CU113 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 27+00 TO STA. 36+00

CU113.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 27+00 TO STA. 36+00

CU114 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 36+00 TO POE

CU114.1 PLAN AND PROFILE 4" WATERLINE

TO RSC STA. 36+00 TO POE

CU115 UTILITY PLAN PEC SERIVCE LINES

AND CONNECTIONS

CU115.1 UTILITY PLAN PEC SERIVCE

LINES AND CONNECTIONS

C-508 DETAILS LEACH FIELD C-508.1 DETAILS LEACH FIELD

C-509 DETAILS LIQUID ONLY SEPTIC TANK

AND WET WELL WITH DISCHARGE PUMP

C-509.1 DETAILS LIQUID ONLY SEPTIC

TANK AND WET WELL WITH DISCHARGE PUMP

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

Water Infrastructure to PEC & RSC Solicitation No. W912PP25R0017 Melrose Air Force Range, NM Solicitation Specifications

SECTION 01 51 00

UTILITIES

PART 1 GENERAL

1.1 AVAILABILITY AND USE OF UTILITY SERVICES (APR 1984)

All utilities required to complete tests of equipment or systems installed under this contract will be furnished to the Contractor without charge if connections to utility lines are installed under the contract.

1.2 WATER FOR CONSTRUCTION PURPOSES

The Government will furnish to the Contractor all water for construction purposes at no charge to the Contractor. The Contractor shall install and maintain necessary supply connections and piping for same, but only at such locations and in such manner as may be approved by the Contracting Officer. All water shall be carefully conserved. Before final acceptance, temporary connections and piping installed by the Contractor shall be removed in a manner satisfactory to the Contracting Officer.

1.3 ELECTRIC POWER

The Government will furnish electricity to the Contractor at no charge.

The Contractor shall provide all backup power supply, temporary electric power lines and equipment required under this contract. All temporary electrical installations shall be subject to the approval of the Contracting Officer. All temporary lines shall be furnished, installed, connected, and maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner prior to final acceptance of the construction.

If additional electrical power is required for construction the Contractor shall provide the power using generators. The Contractor shall provide adequate electrical fault protection so that Contractor electrical equipment faults will not adversely affect the site electrical system or the utility system.

1.4 WASTE MATERIAL

Unless otherwise specified, waste material shall be disposed of by the Contractor at a licensed off site sanitary landfill or sewage disposal plant. Permission to use the off-site sanitary landfill or sewage disposal plant shall be obtained by the Contractor and any costs attendant thereto shall be borne by the Contractor.

1.5 TEMPORARY TELEPHONE SERVICE

If temporary telephone service is needed, the Contractor is required to determine line availability and to make arrangements for installation of telephone lines and instruments with the telephone company. All costs associated with telephone installation and service shall be the responsibility of the Contractor.

SECTION 01 51 00 Page 1

1.6 SEWAGE DISPOSAL FOR TEMPORARY FACILITIES

A sewage disposal location is not available at the site for use under this contract.

1.7 INTERRUPTION OF EXISTING UTILITIES SERVICES

The Contractor shall perform the work under this contract with a minimum of outage time for all utilities. In some cases, the Contractor may be required to perform the work while the existing utility is in service.

The existing utilities services may be interrupted only when approved by the Contracting Officer. When it is necessary to interrupt the existing utilities, the Contractor shall notify the Contracting Officer in writing at least 14 calendar days in advance of the time the Contractor desires the existing service to be interrupted. The interruption time shall be kept to a minimum. Depending upon the activities at the facility which require continuous service from the existing utility, an interruption may not be subject to schedule at the time desired by the Contractor. In such cases the interruption may have to be scheduled at a time of minimum requirement of demand for the utility. The amount of time requested by the Contractor for interruption of existing utility service shall be as approved by the Contracting Officer.

1.8 REQUIREMENTS CONCERNING EXISTING UNDERGROUND UTILITIES

The drawings indicate known, existing, underground utilities which are located in areas requiring work under this contract. The locations shown are approximate and the depths are not indicated. The Contractor shall contact the utility companies or agencies which furnish utilities in the area where the project is located to determine if there are other known, new, or suspected additional underground utilities in the work areas other than those shown on the drawings. Prior to commencement of any excavation in areas where there are known utilities, it shall be the responsibility of the Contractor to contact the owner of each known utility and request that the owner mark the location of the utility and also obtain information as to the depth of the utility. The Contractor shall submit proof to the Contracting Officer that the Contractor has contacted the owners of known utilities and has obtained the location, including depth below grade, for such utilities. The Contractor shall protect all existing utilities in accordance with the Contract Clause entitled, PROTECTION OF EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES, AND

IMPROVEMENTS. In addition, the Contractor shall take all the necessary precautions to prevent harm to personnel and damage to equipment and existing construction from utilities which conduct electricity or transmit combustible gases.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION (NOT USED)

-- End of Section --

SECTION 01 51 00 Page 2

SECTION 33 32 16

PACKAGED UTILITY WASTEWATER PUMPING STATIONS

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 WATER WORKS ASSOCIATION (AWWA)

AWWA C500 (2019) Metal-Seated Gate Valves for Water Supply Service

AWWA C509 (2023) Resilient-Seated Gate Valves for Water Supply Service

AWWA C515 (2020) Reduced-Wall, Resilient-Seated Gate Valves for Water Supply Service

AWWA C600 (2023) Installation of Ductile-Iron Mains and Their Appurtenances

AWWA C605 (2021) Underground Installation of Polyvinyl Chloride (PVC) and Molecularly Oriented Polyvinyl Chloride (PVCO) Pressure Pipe and Fittings

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA MG 1 (2021) Motors and Generators

UL SOLUTIONS (UL)

UL 67 (2018; Reprint Aug 2023) UL Standard for Safety Panelboards

UL 489 (2016; Rev 2019) UL Standard for Safety Molded-Case Circuit Breakers, Molded-Case Switches and Circuit-Breaker Enclosures

1.2 SUBMITTALS

Government approval is required for submittals with a "G" or "S" classification. Submittals not having a "G" or "S" classification are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Fabrication Drawings

SD-03 Product Data

SECTION 33 32 16 Page 1

Submersible Nonclog Pumps; G

Pump Performance Curve; G

Pump Motor; G

Pump Control System; G

Wet Well and Valve Vault Tank; G

Flexible Flanged Coupling; G

Station Piping and fittings; G

Valves; G

Spare Parts Data; G

Access Hatch Covers

SD-06 Test Reports

Pump Test

Pressure Sensor Test; G SD-07 Certificates

Submersible nonclog Pumps; G

Access Hatch Covers

Pump Motor

SD-08 Manufacturer's Instructions

Access Hatch Covers

Pump Control System

Pump Motor

Special Tools

Posted Instructions

SD-10 Operation and Maintenance Data

Operation And Maintenance Manuals

SD-11 Closeout Submittals

Warranty

1.3 QUALITY CONTROL

1.3.1 Installer Qualifications

Provide manufacturer's authorized pump representative who is trained and approved for installation of pumps and packaged pump station required for

SECTION 33 32 16 Page 2 this project.

1.4 DELIVERY, STORAGE, AND HANDLING OF MATERIALS

1.4.1 Delivery and Storage

Inspect materials delivered to site for damage. Unload and store with minimum handling. Store materials in enclosures or under protective covering. Store rubber gaskets which are not to be installed immediately under cover, out of direct sunlight. Do not store materials directly on the ground. Keep interior of pipes, valves and fittings free of dirt and debris.

1.4.2 Handling

Handle pipe, fittings, valves, and other accessories in such manner as to ensure delivery to the trench in sound, undamaged condition. Avoid injury to coatings and linings on pipe and fittings; make repairs if coatings or linings are damaged. Carry pipe to the trench; do not drag it. Do not use any device or fitting inserted into (such as loader forks) or attached to (such as chain hooks) the bell or spigot ends of the pipe to transport pipe. Handle ductile iron pipe, fittings, and accessories in accordance with AWWA C600. Handle PVC pipe, fittings, and accessories in accordance with AWWA C605.

1.5 WARRANTY

Provide manufacturer's standard warranty for a minimum of one year for package pump station including pumps, valves, controls, wet well basin and accessories.

PART 2 PRODUCTS

2.1 SYSTEM DESCRIPTION

Provide a complete packaged liquid only septic tank with combination wet well and pump vault with submersible effluent pumps including equipment and materials, installed and ready for operation. The pump supplier furnishes the controls and pumps .

Submit fabrication drawings before installation. Submit drawings covering necessary or recommended changes to accommodate the equipment offered.

Show on the drawings the design of the tank, with dimensions, types, and thicknesses of materials.

2.2 Integrated System

The entire system, including tank, pump, float switches, discharge assembly, wiring connection system, alarms, and control system shall be an integrated package designed to work together.

2.3 SUBMERSIBLE NONCLOG PUMPS

Provide submersible effluent pumps capable of delivering 42 gpm at 15 feet of total dynamic head. Provide submersible, centrifugal effluent pumps. Provide pump capacity, number of pumps and motor characteristics as indicated. Select pumps to continuously operate in a submerged or partially submerged condition.

SECTION 33 32 16 Page 3

2.3.1 Pump Construction

The pump shall be constructed of corrosion resistant stainless steel and engineered plastic. The pump shall have a 1/8 inch bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind.

2.4 PUMP MOTOR

Provide hermetically sealed electric motors with moisture and temperature-sensing probes in the wet well NEMA MG 1, 120 volt, single phase, and 60 Hz cycle for submersible pumps. Motor horsepower must not be less than pump horsepower at any point on the pump performance curve.

2.5 PUMP CONTROL SYSTEM

2.5.1 General

Provide an automatic type pump operating control including all necessary components to function reliably. Mount controls in a NEMA 3R rated stainless steel control panel. Ensure equipment subject to contact with sewage or sewage gases is corrosion-resistant metal. Provide an electronic controller that automatically activates and alternates the pump operation. If the liquid level continues to rise to the plans-specified level, the controller engages both pumps to operate simultaneously until both shut off at the specified low level. Provide hand-off-auto switches to choose the mode of operation for each pump. Provide controls with a 12 VDC powered float switch connected to the alarm contact of the battery charger to activate high-level alarms.

Protect pumping stations from lightning and transient voltage surges and equip with phase protection.

Require the control function to provide for the operation of the pump under normal conditions and alternates the pumps on each pump down cycle.

As the flow decreases, the pump cut off at the elevations set on the controller.

2.5.2 Enclosure

Provide a NEMA 3R rated enclosure manufactured from stainless steel. The enclosure is a wall mount type suitable for mounting on strut or channel with a minimum depth sized to adequately house all the components.

Provide a rubber composition door gasket and assures a positive weatherproof seal. Provide a door that opens a minimum of 180 degrees and is equipped with a 3-point latch and padlockable handle.

Provide a dead front mounted in the panel to provide protection of personnel from live internal wiring. Install cutouts for breaker handles to allow operation of breakers without entering the compartment.

Mount all control switches, indicator pilot lights, elapsed time meters, duplex receptacle and other operational devices on the external surface of the dead front.

Ensure the dead front opens a minimum of 150 degrees to allow access to equipment for maintenance.

Mount all hardware to the subpanel with machine thread tapped holes. Sheet metal screws are not acceptable. Permanently identify all devices to

SECTION 33 32 16 Page 4 match the schematic diagram.

Provide an enclosure ventilator located near the top of the enclosure on the opposite side of the generator receptacle. Provide a rain and vermin proof ventilator and made of fire retardant thermoplastic material.

2.5.3 Level Control System

Provide a sealed, mercury-free float switch control system to sense variations of sewage level in the wet well.

Use a direct acting float switch consisting of a normally-open mercury switch enclosed in a float. Use float molded of rigid high-density polyurethane foam, color-coded and coated with a durable, water and corrosion-resistant jacket of clear urethane.

Provide stainless steel float brackets in accordance with manufacturer's recommendations.

Mount floats at fixed elevations as shown on the drawings.

Use floats designed to tilt and operate their switches causing sequential turn-on turn-off of the pump, when the liquid level being sensed rises or falls past the float.

Float switches must be intrinsically safe relays. Provide an intrinsically safe barrier relay between the wet well and the control panel.

2.5.4 Pump Alarm and Control Panel

Enclose alarm panel in NEMA 4X enclosure and with a flashing red light that is visible from 50 feet away, with long life bulb in guarded enclosure and 6 inch diameter horn. Use horns capable of emitting 120 DB at 10 feet. Power alarm horn and light from 12V DC power supply with battery backup. Provide a rechargeable battery rated to power both the horn and light for a minimum of two hours upon loss of main power. Provide circuitry to automatically recharge the battery after main power is restored. Use batteries capable of being fully recharged in no more than 20 hours. Use panel with power on light, push to test button for horn and light and push to silence button for horn and light with automatic reset for next alarm.

2.5.4.1 Alarms

Provide a test function ability for the alarm system. Provide alarms to activate under the following conditions:

a. High liquid level as sensed by the level control system.

b. Loss of main power.

c. No flow light as sensed by limit switch on the check valve or as sensed by current sensors.

d. Pump failure via temperature overload or motor heat sensor trip;

provide motor high temperature light.

e. Seal failure with indication light.

SECTION 33 32 16 Page 5

2.5.4.2 Circuit Breakers

a. Provide an individual circuit breaker for each pump.

b. Include a control circuit breaker and an alarm circuit breaker in the control panel.

c. Allow for two additional spare 115V single phase 20A circuit breakers for local pole lighting and future spare.

d. Provide circuit breakers in accordance with UL 489

e. Conform to UL 67 for circuit breaker mounting.

2.5.4.3 Motor Starter and Overload Protection

Provide an International Electrotechnical Commission (IEC) rated motor starter and thermal overload protection located in the control panel for each pump. Include undervoltage release, manual reset buttons and hand-automatic selector switches.

2.5.4.4 Power Lugs

a. Size the incoming power lugs for the proper voltage, amperage, and horsepower for each pump station.

b. Include grounding lugs for the incoming power. Provide a dedicated grounding lug in the control panel for each pump.

c. Size ground lug and rod according to local and base electrical codes and install by a licensed electrician.

d. Use UL listed power lugs.

e. Conform to UL 67 for required power lug mounting.

2.5.4.5 Anti-Condensation Heater

a. Provide an anti-condensation heater in the control panel that is sized based upon the size of the particular pump station's control panel size.

b. Power the heater from the control voltage transformer for three phase pump motor units and from the incoming power for single phase pump motor units.

c. Control the heater by a thermostat, coming on at 50 degree F and going off at 65 degree F.

d. Clearly label panel directory for breakers.

2.5.4.6 Trouble Light

Provide a fluorescent trouble shooting light in the panel that is hard-wired into an appropriately sized circuit breaker. It is acceptable for the light and one of the convenience outlets to share the same circuit breaker.

SECTION 33 32 16 Page 6

2.5.4.7 Convenience Outlets

a. Place two duplex convenience outlets in the control panel; utilize one for the battery charger. The battery receives power from the control voltage transformer via the alarm fuse.

b. Upsize the alarm fuse to 1 to 1.5 amps for the battery charger.

c. Provide each outlet with its own 20 amp 115/1/60 circuit breaker.

2.5.4.8 Additional Requirements

a. Provide elapsed time meter for each pump that measures run time in hours to 9999.9.

b. Do not place junction boxes between pumps, control systems and control panels; provide conduit seals at all wet well penetrations. If this is unavoidable, use NEMA 7 construction.

2.5.5 Electrical Requirements

Install labels to identify switches and controls. Provide internal wiring for components of packaged equipment as an integral part of the equipment. Provide power wiring and conduit for field installed equipment.

2.6 WET WELL AND VALVE VAULT

2.6.1 Wet Well Tank

Provide a polydicyclopentadiene combination wet well and valve vault tank with a operating volume of 1,500 gallons. The tank shall be manufactured with access openings which accomidate individual packaged pump systems.

2.6.2 Access Hatch Covers

Provide fiberglass access hatch covers as indicated.

2.6.3 Wet Well Base Material

The base of the tank shall be stable and uniform un order to ensure equal bearing across the tank bottom. The tank shall be set level on a minimum of 4 inch thick layer of bedding material overlying a firm uniform base.

Provide bedding material as specified in Section 31 00 00 EARTHWORK.

2.7 STATION PIPING

Provide pressure piping, emergency pump connection, , and related accessories for force main piping outside the sewage wet well and valve vault in accordance with Section 33 30 00 SANITARY SEWERAGE.

2.7.1 Insulating Joints

Provide between pipes of dissimilar metals a rubber gasket or other approved type of insulating joint or dielectric coupling to effectively prevent metal-to-metal contact between adjacent sections of piping.

2.7.2 Accessories

Provide flanges, connecting pieces, transition glands, transition sleeves, SECTION 33 32 16 Page 7 and other adapters as required.

2.7.3 Flexible Flanged Coupling

Provide flexible flanged couplings applicable for sewage as indicated.

Use flexible flanged coupling designed for a working pressure of 350 psi.

2.8 VALVES AND OTHER PIPING ACCESSORIES

2.8.1 Identification Tags and Plates

Provide the manufacturer's name or trademark on a corrosion-resistant identification plate or cast integrally, stamped, or otherwise permanently marked in a conspicuous place on each item of equipment. Include on the pump identification plate the pump capacity in gpm, pump head in feet and speed of rotation. Cast on the body of the pump the direction of rotation.

2.8.2 Miscellaneous Metals

Use stainless steel bolts, nuts, washers, anchors, and supports for installation of equipment.

2.8.3 Quick Disconnect System with Hydraulic Sealing Flange

Use quick disconnect system consisting of a steel base plate for supporting the pumps, a hydraulic sealing flange, and the discharge pipe supports.

2.8.4 Wet Well Vent

Provide wet well vent as recommended by the manufacture.

2.9 EXCAVATION, TRENCHING, AND BACKFILLING

Provide in accordance with Section 31 00 00 EARTHWORK except as specified herein. A minimum cover of 12 inches is required over the tank.

PART 3 EXECUTION

3.1 INSTALLATION

Provide pump station in accordance with drawings and requirements of the respective equipment manufacturers. Dampen and isolate equipment vibration.

3.1.1 Equipment Installation

Install equipment in accordance with these specifications and the manufacturer's installation instructions. Install piping to avoid imposing stress on equipment. Match flanges before securing bolts.

3.1.2 Valves

Make and assemble joints to gate valves and check valves as specified for making and assembling the same type joints between pipe and fittings.

Install valves in accordance with manufacturer's installation instructions. Install gate valves as described in AWWA C500, AWWA C509, and AWWA C515 and with AWWA C600 for valve-and-fitting installation and

SECTION 33 32 16 Page 8 with the recommendations of the Appendix ("Installation, Operation, and Maintenance of Gate Valves") to AWWA C500.

3.2 FIELD QUALITY CONTROL

Provide appliances, materials, water, and equipment for testing, and bear full expenses in connection with the testing. Conduct testing after equipment, electrical services, and piping are installed, and the pump station is ready for operation. Correct defects discovered to the satisfaction of the Contracting Officer, and tests repeated, at no expense to the Government, until the equipment functions as intended and designed.

3.2.1 Testing Procedure

Perform a pump test, pressure sensor test. Submit the test results to the Contracting Officer.

Test all panels to the power requirements as shown on the plans to assure proper component operation. Activate each control function to check for proper operation and indication.

3.2.2 Field Representative

A representative of the pump manufacturer is to direct the startup of the station and instruct representatives of the Government in startup and operation procedures.

3.3 CLOSEOUT ACTIVITIES

3.3.1 Operation and Maintenance

Submit operation and maintenance manuals in accordance with Section 01 78 23 OPERATION AND MAINTENANCE DATA for package pump stations, including Equipment Description, Assembly and Installation Procedures, Adjustment and Alignment, Checkout Procedures, Procedures of Operation and Troubleshooting. Include preventative maintenance and inspection procedures for package pump stations. Include in procedures the frequency of preventative maintenance, inspection, adjustment, lubrication, and cleaning necessary to minimize corrective maintenance and repair.

Supply special tools that are required for maintenance and testing of the package lift stations.

Submit spare parts data, including a complete list of parts and supplies with current unit prices and source of supply. List parts and supplies that are either normally furnished at no extra cost with the purchase of equipment, or specified to be furnished as a part of the contract, and list additional items recommended by the manufacturer to ensure an efficient operation for a period of one year.

Install on or near the package lift stations, a complete package of posted instructions, consisting of labels, signs, and templates of operating instructions.

SECTION 33 32 16 Page 9

Provide a list or reference all specific operation and maintenance procedures that are required to keep the warranty valid.

-- End of Section --

SECTION 33 32 16 Page 10

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SCALE: 1"=200'

SITE AREA PLAN - PEC AND RSCA1 400'0 200' N

O R

TH

CU108

CU109

CU110

CU111 CU112

CU113

CU114

PROPOSED 4" WATER LINE

TO PROPOSED FILTRATION

BUILDING SEE SHEETS

CU103 THRU CU109

PROPOSED FILTRATION BUILDING

SEE SITE PLAN ON SHEET CS101

PERMANENT

EXERCISE COMPLEX

(PEC)

RANGE SUPPORT

COMPLEX (RSC)

PROPOSED 4" WATER LINE

TO RSC SEE SHEETS

CU110 THRU CU114

EXISTING 5,000 GAL. TANK

N ROOSEVELT ROAD

N ROOSEVELT ROAD

EXISTING 4" WATER LINE

EXISTING 90,000 GAL

WATER TANKS

PROPOSED 20,000 GAL. TANK

SEE SHEET C-505

PROPOSED HAUL ROUTE

TO SOIL WASTE DISPOSAL AREA

SEE ENLARGED K14 PLAN THIS SHEET

PROPOSED HAUL ROUTE

SCALE: NOT TO SCALE

ENLARGED PLAN - EXCESS WASTE SOIL DISPOSAL AREAK1

EXCESS WASTE SOIL

DISPOSAL LOCATION

PROPOSED LEACH FIELD

SEE SHEET CU116

PERMANENT EXERCISE

COMPLEX (PEC)

SURVEY CONTROL

BM2 SEE SHEET C-101

EXISTING 1,000 GAL. TANK

TO BE REMOVED AND SALVAGED

SEE PLAN A1/CD101

STAGING AREA

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

PP#_

WELL

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

CAV

STA. 0+15.00

INSTALL:

1 - CAV STATION

PER G9/C-502

N: 1218641.10 E: 692052.07

POB: STA. 0+00.00

PROPOSED WELL G-2

SEE SHEET C-504

BEGIN 4" WATER LINE

N:1218650.06 E:692040.05

.5

.9

0+00

.0

.0

0+40

.4

.1

0+80

.1

.1

1+20

.4

.2

1+60

.6

.3

2+00

.0

.4

2+40

.3

.5

2+80

.6

.6

3+20

.6

.7

3+60

.9

.7

4+00

.1

.8

4+40

.1

.9

4+80

.2

.0

5+20

.9

.1

5+60

.0

.2

6+00

.8

.2

6+40

.6

.3

6+80

.5

.4

7+20

.4

.5

7+60

.2

.5

8+00

EXISTING GRADE @ CL

ST

A.

+1

5.

CAV

- C

AV

S

TA

TI

O N

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

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D B

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D B

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N

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D

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SHEET ID

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N

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4/ 4/

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ST

A.

+0

TO

S

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, 8

+0

4" W

AT

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R W

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PL

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-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE FROM WELL G-2 STA. 0+00 TO STA. 8+00A1 0 5' 10'40' 80'0

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING WELL G-2 TO BE ABANDONED SEE PLAN G1/CD101.

4. PROPOSED WEATHERPROOF WELL PUMP CONTROL PANEL.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

6. INSTALL FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL PER

DETAIL A14/C-504.

40' 80'0

NORTH

SCALE: 1"=40'

PLAN - 4" WATER LINE LINE FROM WELL G-2 G1

WELL ROAD

4'' W 4'' W 4'' W 4'' W 4'' W 4'' WSCADA SCADA SCADA SCADA SCADA SCADA SCADA8+00 9+00 10+00 11+00 11+34.18

4'' W

4'' W

4'' W

4'' W

SC

AD

A

SC

AD

A

SC

AD

A

SC

AD

A

WELL

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O H

E

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

O

HE

O

HE

OHE

OHE

4'' W

4'' W

4'' W

4'' W

42654265

STA. 11+31.18

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1217978.73 E: 692949.17

STA. 11+19.99

HORZ. ∠: 025.18°

N: 1217980.96 E: 692938.20

POE: STA. 11+34.18

END 4" WATER LINE

VAULT CONNECTION

PER A1/C-503

N:1217978.13 E:692952.11

.2

.5

8+00

.4

.4

8+40

.0

.4

8+80

.7

.3

9+20

.6

.3

9+60

.5

.2

10+00

.2

.2

10+40

.9

.1

10+80

.0

.1

11+20 11+40

EXISTING GRADE @ CL

CONNECTION TO VALVE

VAULT PER DETAIL A1/C-503

ST

A.

1+

.1

- G

AT

E

VA

LV

E

AS

SE

M

BL

Y

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

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D B

Y:

C H

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D B

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D R

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N

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D

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SHEET ID

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4/ 4/

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STST ST

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A.

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TO

P

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4" W

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EET C

U -101

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE FROM WELL G-2 STA. 8+00 TO POEA1 0 5' 10'40' 80'0

40' 80'0

NORTH

SCALE: 1"=40'

PLAN - 4" WATER LINE FROM WELL G-2 G1

WELL ROAD

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING WELL G-1 SUBMERSIBLE PUMP TO BE REMOVED, SALVAGED AND

REPLACED. WELL PUMP REPLACEMENT SHALL BE IN ACCORDANCE WITH

SPECIFICATION 33 11 13. NEW WELL PUMP SHALL BE EQUIPPED WITH

VARIABLE FREQUENCY DRIVE AND POST MOUNTED WEATHER PROOF

CONTROL PANEL.

4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

1 2

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

4' ' W

4' ' W

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

0+00

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

W

EL

L

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

STA. 0+03.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1217970.63 E: 692952.36

STA. 0+21.94

HORZ. ∠: 045.00°

N: 1217952.08

E: 692948.58 STA. 0+50.82

HORZ. ∠: 039.61°

N: 1217936.14 E: 692924.50

POB: STA. 0+00.00

VAULT CONNECTION

PER A1/C-503

BEGIN 4" WATER LINE

N:1217973.57 E:692952.95

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

SC

AD

A

SC

AD

A

.0

.1

0+00

.9

.2

0+40

.5

.3

0+80

.6

.5

1+20

.9

.8

1+60

.1

.2

2+00

.7

.6

2+40

.5

.1

2+80

.1

.7

3+20

.9

.4

3+60

.9

.2

4+00

.8

.9

4+40

.1

.7

4+80

.7

.4

5+20

.2

.1

5+60

.1

.7

6+00

.5

.4

6+40

.0

.0

6+80

.2

.5

7+20

.8

.1

7+60

.3

.6

8+00

.7

.1

8+40

.2

.5

8+80

.3

.8

9+00

EXISTING GRADE @ CL

CONNECTION TO VALVE

VAULT PER DETAIL A1/C-503

STA. 0+03.00

1 - GATE VALVE ASSEMBLY

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

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D B

Y:

D R

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N

B Y:

D

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N

ED

B

Y:

C O

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AC

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N O

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K

D

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D

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SHEET ID

AM

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IS

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N

O

TE

4/ 4/

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STST ST

ST

A.

+0

TO

S

TA

. 9

+0

4" W

AT

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L

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TO

F

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US Army Corps of Engineers

U .S

. A R

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C O

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R S

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BU

Q U

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T

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LA

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BU

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2P P-

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-0

M

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R O

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A

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F

O R

C E

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G E, C U

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N

TY

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FR

AS

TR

U

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TU

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P

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A

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SC

PR

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N D

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FO

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O N

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AT

C H

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IN

E

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TA

. 9

+0

SE

E

SH

EE

T C

U -1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 0+00 TO STA. 9+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. PROPOSED UTILITY VAULT SEE SHEET C-503 FOR DETAILS.

5. INSTALL - 45 LF OF 4" WATER LINE AND CONNECT TO EXISTING 4" WATERLINE.

6. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

7. INSTALL - FLUSHING STATION ASSEMBLY ON DISCHARGE LINE OF WELL

BETWEEN WELL HEAD AND UTILITY VAULT PER DETAIL A14/C-504.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.3

.8

9+00

.5

.0

9+20

.0

.4

9+60

.3

.7

10+00

.7

.1

10+40

.2

.4

10+80

.5

.7

11+20

.9

.1

11+60

.2

.4

12+00

.4

.7

12+40

.5

.0

12+80

.8

.3

13+20

.9

.5

13+60

.0

.6

14+00

.2

.7

14+40

.4

.9

14+80

.6

.0

15+20

.7

.1

15+60

.6

.2

16+00

.0

.4

16+40

.3

.7

16+80

.9

.0

17+20

.5

.4

17+60

.9

.8

18+00

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

AM

R

EV

IS

ED

N

O

TE

4/ 4/

R D

STST ST

ST

A.

+0

T O

S

TA

. 1 8+

4"

W

AT

ER

L

IN

E

TO

F

IL

TR

AT

IO

N B

U

IL

D

IN

G

PL

AN

A

N D

P R

O

FI

LE

CU104.1

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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G

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BU

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Q

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IS

TR

IC

T

J

EF

FE

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LA

ZA

AL

BU

Q

ER

Q U

E, N

M , 8

W

2P P-

-C

-X

XX

X

M

AR

C H

AN

SI

D

W

2P P-

-R

-0

M

EL

R O

SE

A

IR

F

O R

C E

R

AN

G E, C U

R R

Y C

O U

N

TY

, N M

W

AT

ER

IN

FR

AS

TR

U

C

TU

R E

TO

P

EC

A

N D

R

SC

PR

O

JE

C

T N

U M

BE

R

PX

LY

SO

LI

C

IT

AT

IO

N D

R

AW

IN

G

S

- N

O T

FO

R

C O

N

ST

R U

C

TI

O N

M

AT

C H

L

IN

E

ST

A.

8+

SE

E

SH

EE

T

C U

-1

M

AT

C H

L

IN

E

ST

A.

+0

- S

EE

S H

EE

T

C U

-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 9+00 TO STA. 18+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

5. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

CAV

STA. 26+40.00

INSTALL:

1 - CAV STATION

PER G9/C-502

N: 1215458.73 E: 692171.96

STA. 25+00.00

INSTALL:

1 - GATE VALVE

PER G1/C-502

N: 1215592.68 E: 692212.65

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.9

.8

18+00

.5

.0

18+40

.6

.1

18+80

.9

.1

19+20

.9

.1

19+60

.6

.1

20+00

.4

.1

20+40

.0

.1

20+80

.8

.1

21+20

.1

.4

21+60

.2

.7

22+00

.7

.2

22+40

.4

.7

22+80

.0

.2

23+20

.5

.7

23+60

.1

.2

24+00

.3

.6

24+40

.7

.0

24+80

.0

.4

25+20

.7

.8

25+60

.8

.1

26+00

.2

.4

26+40

.7

.8

26+80

.9

.9

27+00

EXISTING GRADE @ CL

ST

A.

6+

.0

CAV

- C

AV

S

TA

TI

O N

ST

A.

5+

.0

- G

AT

E

VA

LV

E

AS

SE

M

BL

Y

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

AM

R

EV

IS

ED

N

O

TE

4/ 4/

R D

STST ST

ST

A.

8+

T O

S

TA

. 2 7+

4"

W

AT

ER

L

IN

E

TO

F

IL

TR

AT

IO

N B

U

IL

D

IN

G

PL

AN

A

N D

P R

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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BU

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M , 8

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X

M

AR

C H

AN

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D

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-R

-0

M

EL

R O

SE

A

IR

F

O R

C E

R

AN

G E, C U

R R

Y C

O U

N

TY

, N M

W

AT

ER

IN

FR

AS

TR

U

C

TU

R E

TO

P

EC

A

N D

R

SC

PR

O

JE

C

T N

U M

BE

R

PX

LY

SO

LI

C

IT

AT

IO

N D

R

AW

IN

G

S

- N

O T

FO

R

C O

N

ST

R U

C

TI

O N

M

AT

C H

L

IN

E

ST

A.

7+

SE

E

SH

EE

T

C U

-1

M

AT

C H

L

IN

E

ST

A.

8+

SE

E

SH

EE

T

C U

-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 18+00 TO STA. 27+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.9

.9

27+00

.0

.0

27+20

.1

.3

27+60

.5

.6

28+00

.9

.0

28+40

.2

.5

28+80

.8

.1

29+20

.1

.7

29+60

.7

.4

30+00

.6

.0

30+40

.2

.6

30+80

.9

.3

31+20

.4

.9

31+60

.9

.5

32+00

.4

.8

32+40

.5

.9

32+80

.4

.0

33+20

.4

.0

33+60

.4

.0

34+00

.4

.0

34+40

.4

.0

34+80

.6

.0

35+20

.6

.0

35+60

.6

.0

36+00

EXISTING GRADE @ CL

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

AM

R

EV

IS

ED

N

O

TE

4/ 4/

R D

STST ST

ST

A.

7+

T O

S

TA

. 3 6+

4"

W

AT

ER

L

IN

E

TO

F

IL

TR

AT

IO

N B

U

IL

D

IN

G

PL

AN

A

N D

P R

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US Army Corps of Engineers

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-0

M

EL

R O

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A

IR

F

O R

C E

R

AN

G E, C U

R R

Y C

O U

N

TY

, N M

W

AT

ER

IN

FR

AS

TR

U

C

TU

R E

TO

P

EC

A

N D

R

SC

PR

O

JE

C

T N

U M

BE

R

PX

LY

SO

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C

IT

AT

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N D

R

AW

IN

G

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- N

O T

FO

R

C O

N

ST

R U

C

TI

O N

M

AT

C H

L

IN

E

ST

A.

6+

SE

E

SH

EE

T

C U

-1

M

AT

C H

L

IN

E

ST

A.

7+

SE

E

SH

EE

T

C U

-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 27+00 TO STA. 36+00A1 0 5' 10'40' 80'0

40' 80'0

N O

R

TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRAION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING 4" WATER LINE. CONTRACTOR SHALL POTHOLE @ 500'

INCREMENTS MINIMUM TO CONFIRM LOCATION. IF THE EXISTING WATERLINE

IS CLOSER THAN 10' TO THE PROPOSED WATERLINE THAN THE CONTRACTOR

SHALL IMMEDIATELY NOTIFY THE COR PRIOR TO BEGINNING TRENCHING FOR

THE NEW WATERLINE.

4. BID OPTION: 4" SCHEDULE 40 ELECTRICAL CONDUIT FOR FUTURE SCADA

SYSTEM. SEE TYPICAL TRENCH SECTION A9/C-501. INSTALL

COMMUNICATIONS MANHOLES IN THE SCADA CONDUIT LINE AT NO GRATER

THAN 1000' INTERVALS. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS

IN SPECIFICATION SECTION 33 71 02.

1. CONTRACTOR SHALL PERMANENTLY STABILIZE DISTURBED AREAS PER

SPECIFICATION 32 92 19.

2. DISINFECT PROPOSED WATERLINES PER AWWA C651 AND SUPPLEMENTAL

SPECIFICATION 33 11 00.

3. EXCESS MATERIAL OBTAINED FROM EXCAVATION SHALL BE DISPOSED OF AT

DESIGNATED LOCATION OR MOUNDED OVER TOP OF TRENCH PER A1/C-501 .

4. SHOULD HAZARDOUS MATERIAL OR OTHER REGULATED SPECIAL WASTE

ITEMS BE ENCOUNTERED THE COR SHALL BE IMMEDIATELY NOTIFIED.

GENERAL NOTES

36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00

4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W 4'' W

SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA SCADA

.6

.0

36+00

.5

.0

36+40

.6

.2

36+80

.2

.6

37+20

.6

.2

37+60

.4

.9

38+00

.2

.6

38+40

.0

.2

38+80

.8

.9

39+20

.4

.6

39+60

.9

.3

40+00

.4

.0

40+40

.2

.7

40+80

.6

.3

41+20

.4

.8

41+60

.0

.2

42+00

.3

.5

42+40

.5

.6

42+80

.9

.6

43+20

.4

.7

43+60

.4

.8

44+00

.5

.0

44+40

.0

.2

44+80

.4

.4

45+00

EXISTING GRADE @ CL

4" WATER LINE INVERT

EXISTING GRADE @ CL

4" WATER LINE INVERT @ CL

PROPOSED 4" PVC WATER LINE

PROPOSED 4" PVC WATER LINE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

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D B

Y:

C H

EC

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D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

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B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

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SHEET ID

AM

R

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IS

ED

N

O

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4/ 4/

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A

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AS

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PR

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4" W

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F

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TR

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N

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D

IN

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5+

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M

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C H

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A.

6+

SE

E

SH

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T

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-1

SCALE: 1"=40' HORIZONTAL / 1"=5' VERTICAL

PROFILE - 4" WATER LINE TO FILTRATION BUILDING STA. 36+00 TO STA. 45+00A1 0 5' 10'40' 80'0

40' 80'0

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TH

SCALE: 1"=40'

PLAN - 4" WATER LINE TO FILTRATION BUILDINGG1

SHEET KEYNOTES

1. PROPOSED 4" PVC WATER LINE SEE TYPICAL TRENCH DETAIL A1/C-501.

2. PROPOSED HAUL ROUTE.

3. EXISTING 4" WATER LINE.