River_Court_Field_Improvements.pdf

100% Design Report

River Court Field Improvements

USMA, West Point, NY Contract #W912DS-14-D-002

August 2, 2017

United States Army Corps of Engineers, New York District

QPK Design, LLP

Architects/Engineers/Landscape Architects

450 South Salina Street

Syracuse, NY 13202

(315) 472-7806

GHD, Inc.

301 Plainfield Road

Syracuse, NY 13212

(315) 314-5700

Crawford Consulting Services

239 Highland Ave

East Pittsburgh, PA 15112

David Harding, RLA, Partner

215115.00 QPK Design, LLP

USMA West Point 100% Design Report River Court Field Improvements 2 August 2017

Table of Submittal Contents

Submittal Distribution List

1. NARRATIVE

1.1. Site Design

1.2. Plumbing Design

1.3. Estimate

2. ENGINEERING CALCULATIONS

2.1 Geotechnical Report

2.2 Geotechnical Diagrams / Cut Sheets

3. PLANS

4. ESTIMATE

5. SPECIFICATIONS TABLE OF CONTENTS (FULL SPEC UNDER SEPARATE COVER)

6. QA/QC – ITR

7. STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

8. MEETING NOTES

9. SCHEDULE

Submittal Distribution and Quantities

Submittals (1) Offices & Number of copies

N

Y D

T M

D

P W

D

R E

D

60% Design Submission 1 2 3 4 5 6 7 8 9 10

Half Size drawings and CD (2) 1 3 1 1

Design Narrative/Analysis (3) 1 3 1 1

Construction Cost Estimate 1(3) 3 1

D

D

90% and 100% Design Submissions 1 2 3 4 5 6 7 8 9 10 Half Size drawings, Specifications and CD (2) 1 3 1 1

Full Size drawings(2) 1 3

Design Narrative/Analysis(3) 1 3 1 1

Construction Cost Estimate 1(3) 3 1 1

D

RTA Documents 1 2 3 4 5 6 7 8 9 10 Half Size drawings, Specifications and CD (2) 1 1 1 1

Full Size drawings

Design Narrative/Analysis 1 1 1 1

Construction Cost Estimate(3) 1(5) 1 1 1 Key to Submittal Requirements:

1. All paper submittals shall be bound, unless otherwise indicated.

2. Provide electronic media on a compact disk(s) (CD to all indicated. The 15% through 90% CD shall contain the drawings, specification and design narrative and calculations. The contents of the 100% CD are prescribed in Attachment G, Design Submittal Directory and Subdirectory File Arrangement.

3. The native MCASES estimate file shall also be emailed to the TM

Submittal Distribution Requirements Offices for Distribution

Code Number Agency Mailing Address

1 NYD TM U.S. Army Engineer District, New York Attn: James Moore 667A Ruger Rd.

West Point, NY 10996

2 DPW Directorate of Public Works Attn: Craig Marti 667B Ruger Rd.

3 NYD RE Directorate of Public Works Resident Engineer (USMA) 667B Ruger Road U.S. Army Engineer District, New York

4 NYD PM U.S. Army Engineer District, New York Attn: CENAN-EN-M (Nick Kilb) Room 2037 Jacob K. Javits Federal Building New York, NY 10278-0090

1.0 NARRATIVE

1.1. Site Design

The design of the “River Court Field Improvements” project is based on the “Scope of Work” dated 29 September 2016. This submission meets all requirements of SOW paragraph 3.6 relative to the current submission scope, the current United Facility Criteria and Design Guides referenced and other applicable codes or standards indicated in the SOW.

The goal of the project is to improve the existing West Point cadet athletic field space at the River Court area.

The site design replaces the existing River Court natural turf field area with a 538’x 285’ artificial turf field area. The artificial turf area is divided into (4) multi-purpose fields. Each of the fields will be striped with an overall dimension of 120’x 240’ and have the West Point Athena Helmet logo at the center. The perimeter of each field will have a 2’ wide white boundary line. Star markings are provided outside the boundary of each field at the midfield and end zone locations to facilitate temporary painted striping. The sidelines between fields are separated by 15’. The distance between the end zones of the fields and perimeter fence is 20’. The distance between the edge side lines and perimeter of the fields is 15’.

A 4’high black vinyl-coated chain link fence is provided around the perimeter of the artificial turf field area. 16' wide double-swing gates are provided on the west and south sides. for maintenance and emergency vehicle access. A 12' wide double swing gate is provided on the north side of the field for access to a stone surfaced athletic equipment storage area surrounded by an 8' high chain link fence.

Provision is made for a pre-engineered shelter ("RAMADA") to be added to cover a portion of that area to better protect athletic equipment from rain and UV light. 4’ wide pedestrian gates are provided on the north, east and south sides of the fields to facilitate general access and ball retrieval. Two switch-back fence type portals are provided on the west side of the field for the primary pedestrian access. They are configured for ADA access as is the south pedestrian gate adjacent to the Caufield Crew and Sailing Center parking lot. Concrete pavement is included at the south gate connect to existing pavement.

The artificial turf design is based on the existing facility standard provided by West Point. The product is described as Field Turf Classic HD with 36 oz backing and 2-1/2” pile height UV stabilized slit-film, 3 lbs/sf recycled rubber granules mixed with 6.2 lbs/sf silica sand infill.

The field elevation is designed to be a minimum elevation of 7.0’ (the FEMA 100-year Base Flood Elevation) at the request of West Point to reduce occurrence of flooding. Due to spatial constraints, a retaining wall has been provided on the east side of the field in order to achieve the higher field elevation. The wall will be a pre-cast concrete segmental block retaining wall with a stone textured appearance to simulate existing West Point building construction. Example images can be found with the retaining wall cut sheet located in Part 2.2.

An existing deteriorated 24” culvert under the athletic fields draining an existing swale intercepting flow onto the field from the area to the west will be replaced with a 24” HDPE pipe to its full extent to discharge at the Hudson River.

Stormwater will flow vertically through the athletic field artificial turf and be conveyed via 1”x 12” HDPE perforated underdrain piping laid flat at 20’ O.C. below the field turf. Each half of the field is on improved fill and will function as an underground infiltration system. The underdrains will connect with 12” collector pipes on the east and south edges of the field area. The northerly 2/3 of the field will drain to a 15" pipe conveying flow directly to the Hudson River. That pipe will be located adjacent and north of to the 24" pipe being replaced as described above. The balance of the field will drain to the southeast corner of the field and daylight out the retaining wall to the roadside swale. It is not feasible to pipe that directly to the river due to the low surrounding elevation of the access road and adjacent area.

A catch basin will intercept flow onto the field from area to the north of the field and conveyed to the roadside swale east of the fields in an 8" pipe. That swale conveys water to the south and discharges through an existing culvert to the Hudson River.

The New York State Department of Environmental Conservation requires preparation of a Stormwater Pollution Prevention Plan (SWPPP) for artificial turf field projects which disturb more than 1-acre. Water quality treatment for runoff from impervious pavements is provided by the underground infiltration system and wet swales located east and west of the fields. Crumb rubber infill escape into drainage systems from snow removal operations is not an issue on this site because all snow storage will remain within the contained fence area and not have access to open gates.

Stormwater quantity treatment is not required due to the site discharging to a tidal water. The SWPPP is required for providing an erosion and sedimentation control plan. A draft copy of the SWPPP can be found in Part 7 of this report.

Flow mitigation consistent with Army sustainability requirements for stormwater is not feasible given the site constraints including low elevation relative to normal tidal river levels and 100-year flood stage eliminating the ability to provide surface or subsurface detention facilities.

Existing site amenities that will be relocated include (3) pull-up/dip bar stations (per Bid Alternate) and a monument park. Per base bid the pull-up/dip bar stations will be removed and turned over to west point. If the bid alternate is accepted, the pull-up/dip bar stations will be relocated adjacent to an existing pull-up/dip bar station on the south side of the field area . The monument park is a dedication to the United States Corps of Cadets by the Class of 1946 and consists of exposed aggregate concrete pavement, a dry stacked rock wall and a monument sign. The park will be relocated and integrated into an existing park area directly across Ernst Road on the east side.

A yard hydrant and drinking fountain will be provided on the west side of the field to provide potable water and facilitate hose connection for the periodic washing of the artificial turf.

Trees on the hillside west of the field will be removed to reduce leaf litter on the fields and potential for damage from falling branches and trunks.

1.2 Plumbing Design

Yard Hydrant and Drinking Fountain: Potable water is provided for a yard hydrant and drinking fountain located on the west side of the fields. A 1.5-inch water line will run from the incoming latrine domestic water supply located on the south end of the fields to the yard hydrant. The new water line will be connected inside the latrine building downstream of the meter. A backflow preventer with shut-off valves on either side of backflow preventer will be provided within the latrine building. The new water line will be either copper or HDPE (specification option) and will run down through the latrine floor slab to below the frost line and out to the new yard hydrant.

Fire hydrant relocation: An existing fire hydrant will be relocated 25’ to be outside of the south end of the proposed field area.

1.3 Estimate

The base bid project cost has been estimated to be $4,291,264. An alternate bid item for reinstallation of the dip and pull-up bars is estimated at $107,283.

Total for base bid & alternate: $4,398,547.

The complete estimate with detailed backup is provided in Part 4 of this report. This includes the cost of special geotechnical inspections.

Additional requested budget costs (not included in the estimate):

- Estimated yearly maintenance cost of fields; $10,000

- Estimated Cost of artificial turf replacement (excluding settlement remediation) after expected

12-year lifespan: $750,000

2.0 ENGINEERING CALCULATIONS

2.1 Geotechnical Report

This supplemental evaluation was made to estimate the magnitude of post-construction settlement from the construction depicted on the documents dated July 2017. Our previous evaluations in May 2017 were not as specific with regards to estimating lateral movement.

A two-dimensional consolidation settlement analysis was performed to evaluate the magnitude of horizontal movement for the proposed field improvements with the field elevation set at

Elevation +9.0 at the southeast corner, sloping up to Elevation +11.0 at the northwest corner of the proposed new synthetic turf field for a two-dimensional cross section through the southeastern corner of the proposed field. This corresponds to a maximum height of new fill of 5 ft above existing grade.

Our two-dimensional evaluation used the GeoStudio software Sigma/W, with the same soil parameters and generalized soil profile that we used for our previous one-dimensional evaluations. The soil profile and parameters were taken from the 1980 USACE/WES Report by

Taylor et al.

Our evaluations demonstrated that there could be up to 2 inches of horizontal movement perpendicular to the river after the 5 ft of fill is placed, which is due to primary consolidation without development of any slip surfaces. We would expect less horizontal movement parallel to the river after the 5 ft of fill is placed. Settlement estimations were similar to our previous evaluation: up to 1.5 ft of ground settlement from placing the 5 ft of fill within the 12 year anticipated design life of the synthetic turf fields. We understand that it is currently planned to place the new fill in Fall of 2017, with the remainder of the construction re-starting in Spring

2018. If this occurs, then up to approximately 0.75 ft of settlement will occur before the synthetic turf is placed, and the remaining 0.75 ft of settlement will occur over the 12 year design life of the synthetic turf.

REFERENCES:

Geosystems Consultants Ltd. (1998). Geotechnical Investigation United Stated Military Academy

Crew and Sailing Center, West Point, New York. Project No. 98G063. Prepared for STV

Incorporated. December 1998.

Stier, M. (2013). Slope Stability Analysis for the Proposed Rock Processing and Staging Area for the New Cadet Barracks, West Point, NY. Prepared by Tectonic Engineering & Surveying

Consultants, PC for Walsh Construction under direction of the USACE New York Division.

December 2013.

Taylor, H.M., Poplin, J.K., Mitchell, G.B. (1980). Investigation for South Fill Area United States

Military Academy; West Point, NY. Prepared for the Directorate of Military Construction Office.

August 1980.

Geo-Slope International, LTD, Alberta, Canada. Stress Deformation Modeling with SIGMA/W

2.2 Geotechnical Diagrams / Cut Sheets

(See pages following)

G E O T E C H N I C A L & S T R U C T U R A L I N S T R U M E N T A T I O N 1

Inclinometer Casing

Inclinometer Casing Inclinometer casing is a special pur-pose, grooved pipe used in inclinom-eter installations. It is typically installed in boreholes, but can also be embedded in fills, cast into con-crete, or attached to structures.

Inclinometer casing provides access for the inclinometer probe, allowing it to obtain subsurface measurements.

Grooves inside the casing control the orientation of the probe and provide a surface from which repeatable tilt measurements can be obtained.

Choosing Inclinometer Casing Although Slope Indicator casing is competitively priced, price should never be the deciding factor in choosing inclinometer casing. The cost of casing is quite small relative to the cost of mobilizing a drill rig, and very small relative to the cost of a failed installation.

This page summarizes the most important factors to consider when choosing casing.

Casing Diameter The useful life of the casing ends when ground movement pinches or shears the casing, preventing the probe from passing through. Larger diameter casing generally provides longer life.

85mm (3.34") Casing is suitable for landslides and long term monitoring.

It is also appropriate for monitoring multiple shear zones or very narrow shear zones, and it is required for the horizontal Digitilt inclinometer probe.

70mm (2.75") Casing is suitable for construction projects. It can also be used for slope stability monitoring when only a moderate degree of deformation is anticipated.

48mm (1.9") Casing is suitable for applications where small deforma-tions are distributed over broad zones. It is generally not installed in soils.

Casing Grooves Measurement accuracy is directly influenced by the quality of casing grooves. Slope Indicator optimizes casing grooves for the wheels of the Digitilt inclinometer probe, providing a flat surface for the wheels and also the extra width needed when the probe must pass through cross-axis curvature. Groove spiral is also tightly controlled.

Casing Strength In borehole installations, the annular space around the casing is usually backfilled with grout. The grouting process can generate pressure high enough to cause the casing to col-lapse. In deep installations, the pres-sure of grout must be controlled by stage grouting, but in other cases, the casing must be strong enough to withstand the normal pressure of grouting. Slope Indicator uses thick-walled pipe and carefully controls the depth of the grooves.

Sealable Couplings If casing joints are not adequately sealed, grout can force its way into the casing and later prevent the probe from reaching its intended depth.

Slope Indicator offers several types of couplings and casings, all of which can be sealed easily and consistently.

Our newest designs feature O-ring seals, and our older designs feature tight-fitting surfaces that are fused together with solvent cement.

Assembly Inclinometer casing should be easy to assemble, even with an untrained crew. Slope Indicator’s QC casing, which snaps together, is the current leader in quick and easy assembly.

Other types of casing are assembled with shear wires or with solvent cement.

Casing Materials Slope Indicator uses only ABS plastic for its casing for several reasons.

ABS plastic retains its shape and flexibility over a wider range of tem-peratures than PVC plastic. ABS plastic is much easier to handle and seal than fiberglass casing. Finally, ABS plastic is suitable for long term contact with all types of soils, grouts, and ground water, unlike aluminum casing, which is no longer recom-mended for any application.

Installation Information Visit the technical support section at www.slopeindicator.com to find rec-ommended grout mixes, ways to counter casing buoyancy, and notes on other installation issues.

G E O T E C H N I C A L & S T R U C T U R A L I N S T R U M E N T A T I O N

2 S L O P E I N D I C A T O R

QC CASING

QC (Quick Connect) casing features snap-together convenience and strong, flush joints.

Grooves: Grooves are machine broached for excellent control of width, chamfer, depth, straightness, and spiral.

Sealing: O-ring seals prevent entry of grout.

Coupling: Built-in couplings snap together to make a flush joint. Unique locking mechanism engages full inner circumference of casing, pro-viding much stronger joints than other snap-type casings.

Assembly: Press casing sections together until joint snaps closed. The resulting joint is strong, flush, and grout-proof. Solvent cement, rivets, or tape are not required. O-ring lubricant is applied at factory. Extra O-rings and lubricant are sup-plied with each box of casing.

Best for: General use.

QC Casing 85mm · 3.34" Casing OD: 85 mm, 3.34 inches.

Casing ID: 73 mm, 2.87 inches.

Collapse Rating: 12.4 bar, 180 psi.

Load Rating: 635 kg, 1400 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

QC Casing 70mm · 2.75" Casing OD: 70 mm, 2.75 inches.

Casing ID: 59 mm, 2.32 inches.

Collapse Rating: 16.5 bar, 240 psi.

Load Rating: 635 kg, 1400 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

STANDARD CASING

Slope Indicator’s traditional inclinometer casing features high-strength, flush joints and is avail-able in three diameters.

Grooves: Grooves are machine broached for excellent control of width, chamfer, depth, straightness, and spiral.

Sealing: Solvent cement and tape.

Coupling: Precision molded couplings have interference fit for high-strength bonding. Small diameter version has integral couplings.

Assembly: Casing and couplings are glued together with ABS solvent cement, riveted, and wrapped with tape.

Best for: General use. The extra-strong joints are helpful in very deep boreholes and oversize boreholes in which casing is not well supported.

Standard Casing 85mm · 3.34" Coupling OD: 89 mm, 3.51 inches.

Casing OD: 85 mm, 3.34 inches.

Casing ID: 73 mm, 2.87 inches.

Collapse Rating: 10.6 bar, 155 psi.

Load Rating: 320 kg, 700 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

Standard Casing 70mm · 2.75" Coupling OD: 70 mm, 2.75 inches.

Casing OD: 70 mm, 2.75 inches.

Casing ID: 59 mm, 2.32 inches.

Collapse Rating: 15 bar, 220 psi.

Load Rating: 320 kg, 700 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3 m or 10' section.

Standard Casing 48mm · 1.9" Casing OD: 48 mm, 1.9 inches.

Casing ID: 38 mm, 1.5 inches.

Collapse Rating: 24 bar, 350 psi.

Load Rating: 320 kg, 700 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3 m or 10' section.

EPIC CASING

EPIC casing is an economical casing that can be cut and coupled at any point along its length.

Grooves: Grooves are formed during extrusion and are less precise than broached grooves.

Sealing: Solvent cement, mastic, and tape.

Coupling: Oversize couplings make very strong joints.

Assembly: Casing and couplings are glued together with ABS solvent cement. The joint must then be sealed with mastic and tape.

Best for: General use. Some care must be taken to seal the coupling.

EPIC Casing 70mm · 2.75" Only Coupling OD: 78 mm, 3.07 inches.

Casing OD: 70 mm, 2.75 inches.

Casing ID: 60 mm, 2.32 inches.

Collapse Rating: 15 bar, 220 psi.

Load Rating: 320 kg, 700 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.5º per 3m or 10' section.

85mm (3.34") casing accomodates the most movement and provides the longest installation life. It is useful for landslides and long-term monitoring projects. 70mm (2.75") casing is suitable for medium to short-term construction projects. 48 mm (1.9") casing is used in rock or concrete where deformations will be small.

G E O T E C H N I C A L & S T R U C T U R A L I N S T R U M E N T A T I O N

S L O P E I N D I C A T O R

CPI CASING

CPI casing features quick assembly and dis-assembly and is available in 3 diameters.

Grooves: Grooves are machine broached for excellent control of width, chamfer, depth, straightness, and spiral.

Sealing: O-ring seals prevent entry of grout.

Coupling: Oversize couplings and shear wires make high strength joint.

Assembly: Apply grease to O-rings, press coup-ling onto casing, and insert shear wire.

Best for: Cold weather assembly or temporary installations that involve repeated disassembly.

CPI Casing 85mm · 3.34" Coupling OD: 94 mm, 3.7 inches.

Casing OD: 85 mm, 3.34 inches.

Casing ID: 73 mm, 2.87 inches.

Collapse Rating: 11 bar, 155 psi.

Load Rating: 635 kg, 1400 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

CPI Casing 70mm ·2.75" Coupling OD: 76 mm, 3 inches.

Casing OD: 70 mm, 2.75 inches.

Casing ID: 59 mm, 2.32 inches.

Collapse Rating: 15 bar, 220 psi.

Load Rating: 400 kg, 900 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

CPI Casing, 48mm · 1.9" Coupling OD: 54 mm, 2.12 inches.

Casing OD: 48 mm, 1.9 inches.

Casing ID: 38 mm, 1.5 inches.

Collapse Rating: 24 bar, 350 psi.

Load Rating: 320 kg, 900 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3 m or 10' section.

SHEAR-WIRE CASING

Shear-Wire casing features flush joints that can be assembled easily in cold weather.

Grooves: Grooves are machine broached for excellent control of width, chamfer, depth, straightness, and spiral.

Sealing: O-ring seals prevent entry of grout.

Coupling: Built-in couplings lock together with removable nylon shear wire to make flush joint.

Assembly: Press casing sections together, then insert shear wire. The result is a flush, grout-proof joint. Solvent cement, rivets, and tape are not required. O-ring lubricant is applied at the factory. Extra O-rings, lubricant, and shear wires are supplied with each box of casing.

Best for: Easy assembly in weather that is too cold for solvent cement or snap-together joints.

Generally used in water-filled boreholes.

Shear Wire Casing 85mm · 3.34" Casing OD: 85 mm, 3.34 inches.

Casing ID: 73 mm, 2.87 inches.

Collapse Rating: 12.4 bar, 180 psi.

Load Rating: 225 kg, 500 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

Shear Wire Casing 70mm · 2.75" Casing OD: 70 mm, 2.75 inches.

Casing ID: 59 mm, 2.32 inches.

Collapse Rating: 16.5 bar, 240 psi.

Load Rating: 225 kg, 500 lb.

Temp rating: -29 to 88 ºC, -20 to 190 ºF.

Spiral: 0.33º per 3m or 10' section.

GROUT VALVES

Grout valves allow placement of grout backfill in boreholes that cannot accommodate an external grout pipe. The one-way valve is installed in the bottom section of casing. A grout pipe is lowered through the casing to mate with the grout valve and deliver the grout.

TELESCOPING SECTIONS

Optional telescoping sections accommodate 150 mm (6 inches) of compression or extension. Fully extended, each telescoping section adds 0.76 m (2.5 feet) of length to the casing

CASING ANCHORS

In its fluid state, grout exerts an uplift force that can push even water-filled casing out of the borehole. Holding the casing down from the top has unfortunate side-effects: the casing goes into compression and snakes from side to side in the borehole. Thus casing curvature is present from the start, and slight variations in the posi-tioning of the probe are more likely to produce reading errors..

The casing anchor, installed in place of the bot-tom cap, provides a convenient way to counter casing buoyancy and reduces casing curvature, since the casing self-centers in the borehole. The anchor has spring loaded arms that are activated when a pin is pulled. Anchors are available for 70 mm and 85 mm casing.

Made in USA. Copyright 11/2013 by Durham Geo-Enterprises. Products and specifications are subject to review and change without notice.

W W W . S L O P E I N D I C A T O R . C O M www.slopeindicator.com solutions@slope.com

DGSI East 2175 West Park Court, Stone Mountain, GA USA 30087 Tel: +1-770-465-7557 DGSI West 12123 Harbour Reach Drive, Mukilteo, WA, USA 98275 Tel: +1-425-493-6200

QC CASING 85MM · 3.34"

Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Section, Telescoping Cap, Bottom Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Cap, Locking Splice Kit, Male Splice Kit, Female

QC CASING 70mm · 2.75" Casing Section,10' (3.05 m) Casing Section, 5' (1.52 m) Section, Telescoping Cap, Bottom Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Cap, Locking Splice Kit, Male Splice Kit, Female

STANDARD CASING 85mm · 3.34" Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Telescoping Section Coupling Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap Cap, Locking Pop Rivet AD44H

STANDARD CASING 70mm · 2.75" Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Telescoping Section Coupling Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap Locking Cap with Padlock Pop Rivet AD42H

STANDARD CASING 48mm · 1.9" Casing Section, 5' (1.52 m) Cap Locking Cap with Padlock Grout Valve, Gasket Type

EPIC CASING 70mm · 2.75" Casing Section, 10' (3.05 m) Coupling Telescoping Coupling Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap Locking Cap with Padlock Pop Rivet AD46H Lubricant for Telescoping Coupling. . . 57504000

CPI CASING 85mm · 3.34" Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Telescoping Section Coupling with 2 Shear Wires Cap with Shear Wire Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Spare Nylon Shear Wire O-Ring Lubricant

CPI CASING 70mm · 2.75" Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Telescoping Section Coupling with 2 Shear Wires Cap with Shear Wire Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Spare Nylon Shear Wire O-Ring Lubricant

CPI CASING 48mm · 1.9" Casing Section, 5' (1.52 m) Coupling with 2 Shear Wires Cap with Shear Wire Grout Valve, Gasket Type Cap, Top Spare Nylon Shear Wire O-Ring Lubricant

SHEAR WIRE CASING 85mm · 3.34" 10' (3.05 m) Casing Section 5' (1.52 m) Casing Section Section, Telescoping Cap, Bottom Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Cap, Locking

SHEAR WIRE CASING 70mm · 2.75" Casing Section, 10' (3.05 m) Casing Section, 5' (1.52 m) Section, Telescoping Cap, Bottom Cap, Bottom, Heavy Duty Grout Valve, Gasket Type Cap, Top Cap, Locking

CASING ANCHORS

Casing Anchor, 85 mm (3.34") Casing Anchor, 70 mm (2.75") Anchor + Grout Valve, 85mm(3.34") .51104485 Anchor + Grout Valve, 70mm(2.75") .51104470

INSTALLATION ACCESSORIES

Mastic Sealing Tape Vinyl Tape Duct Tape ABS Solvent Cement, 1/2 pint ABS Solvent Cement, 1 pint Pop Rivet Gun Casing Clamp

G E O T E C H N I C A L & S T R U C T U R A L I N S T R U M E N T A T I O N 5

Digitilt Classic Inclinometer System

Digitilt Classic System Slope Indicator’s classic inclinometer system has a world-wide reputation for durability, high precision, and rapid response.

The classic system includes the Digitilt probe, heavy-duty control cable, the DataMate II readout, and DigiPro2 software.

Applications Inclinometers are used to monitor subsurface movements in landslides, embankments, dams, and deep excavations.

Inclinometer casing is installed in a vertical borehole that passes through suspected zones of movement into stable ground.

The Digitilt Classic system is used to survey the casing. The first survey establishes the initial profile of the casing. Changes in the profile, revealed by comparing subsequent surveys to the initial, indicate that ground movement has occurred.

Plots of inclinometer data show the magnitude, direction, and rate of ground movement.

Operation To start a survey, the operator selects an inclinometer from a list stored in the DataMate. The DataMate displays a starting depth for the survey.

The operator positions the probe and watches the DataMate for a "ready" signal that indicates that the reading is stable. To record the reading, the operator clicks the hand switch. The DataMate confirms with a beep and displays the next depth.

The operator repositions the probe, watches for the ready signal, and records the reading, repeating these steops until the survey is complete.

If display depth and probe depth get out of sync, the operator can scroll to the required depth, reposition the probe, and continue the survey from that point.

When all readings have been taken, the operator can display checksum statistics to validate the survey.

On return to the office, the operator transfers surveys from the DataMate to the PC using DigiPro2 software.

Afterwards, DigiPro2 can process and plot the surveys.

Advantages Proven Performance: The classic system features the time-tested Digitilt analog probe designed and manufactured by Slope Indicator.

Repeatable Tracking: The Digitilt probe is equipped with robust wheel carriages, sealed wheel bearings, and specially designed wheels to ensure consistent tracking in all types of casing.

Reliable Control Cable: Digitilt control cable is durable and easy to handle. The cable has excellent dimensional stability, and its rubber depth marks are vulcanized to the cable jacket and cannot slip.

Ergonomic Operation: Surveys require just one person, since the cable and hand switch can be gripped at the same time. The pulley also takes the weight of the cable while the reading stabilizes.

Versatile: The Digitilt Classic system includes a horizontal probe, a spiral probe, a portable tiltmeter, slip-ring reels, and other accessories.

DigiPro2 Software: DigiPro2 makes short work of data management and plotting. Its advanced mode provides routines for identifying and correcting errors, reusable reports and many other features.

Made in USA. Copyright 8/2013 by Durham Geo-Enterprises. Products and specifications are subject to review and change without notice.

W W W . S L O P E I N D I C A T O R . C O M www.slopeindicator.com solutions@slope.com

DGSI East 2175 West Park Court, Stone Mountain, GA USA 30087 Tel: +1-770-465-7557 DGSI West 12123 Harbour Reach Drive, Mukilteo, WA, USA 98275 Tel: +1-425-493-6200

DIGITILT INCLINOMETER PROBE

Metric-Unit Probe English-Unit Probe Probe includes stainless steel carrying case.

Control cable, reel, pulley, and DataMate are ordered by separate part numbers.

Calibrated Range: Metric and English unit probes are calibrated to ±30° and have an over-range to ±53° and ±42° respectively.

System Resolution: The resolution derived from a two-pass survey converted to mm and inches per standard interval.

System Accuracy: Specifications were derived empirically from the analysis of a large number of surveys and include errors introduced by casing, probe, cable, readout, and operator.

Casing was installed within 3 degrees of vertical.

Operators followed recommended survey prac-tices. After correcting for systematic errors, the best accuracy obtainable is ±1.4 mm per 50 readings with metric systems and ±0.05 inch per 50 readings with English systems.

CONTROL CABLE

30m Control Cable 50m Control Cable 100m Control Cable

100 ft Control Cable 150 ft Control Cable 300 ft Control Cable Depth Marks: Metric cable has 0.5m depth marks English cable has 2 foot marks. Marks are molded onto the cable jacket and cannot slip.

Construction: Cable is supplied with no splices or surface defects. Kevlar core pro-vides tensile strength. Dacron torsion braid counters twist and provides dimensional stability. Polyurethane jacket resists chemi-cals and abrasions and stays flexible in cold temperatures.

Custom Length Cables: Lengths up to 300m (1000 ft) are available on special order.

Extension cables are also available.

DIGITILT DATAMATE READOUT

Digitilt DataMate II Readout includes hand switch, battery charger with international plugs, and USB cable for PC.

Compatibility: Digitilt probes, both vertical and horizontal, Digitilt tiltmeters, and spiral sensors.

Survey Types: 2-pass surveys for inclinometer probes; 4-pass surveys for spiral sensors.

Minimum Reading Interval: 0.5 m for metric systems and 12 inches for English systems.

Display: Two line backlit LCD shows readings in traditional sine units: 25000 sine (angle) for met-ric systems and 20000 sine (angle) for English.

Memory Capacity: 160 installations and 32000 A & B axis readings.

Battery: 6 volt, 6 Ah, lead-acid gell cell powers readout and probe up to 16 hours per charge.

Temp Rating: -20 to 50°C (-4 to 122°F).

Case: Aluminum case is splash proof. Connec-tors are waterproof when capped or in use.

Size & Weight: 127 x 178 x 178 mm at 3 kg.

(5 x 7 x 7" at 6.5 lb).

DIGIPR02 SOFTWARE

DigiPro2 Software . . . . . . . . . . . . Download DigiPro2 License Key DigiPro2 software is an essential component of the classic system. It has two modes, basic and advanced.

DigiPro2 Basic is free to use and provides all the functions necessary to retrieve surveys from the DataMate and make simple plots.

DigiPro2 Advanced provides correction rou-tines, reports, and many other features that enabled by purchase of a license key. Fea-tures are described in a separate datasheet and on the website.

DUMMY PROBE

Metric Wheel Base English Wheel Base Reel & Line for Dummy Probe . . . 50304900 Dummy probe for testing continuity of casing and grooves and for detecting obstructions or severe distortions of casing that could hinder retrieval of Digitilt probe and control cable.

Dummy probe is aluminum and has dimensions and wheels similar to those of Digitilt probe.

Reel with 60 m (200') of nylon line is used to lower and retrieve dummy probe.

PULLEY ASSEMBLY

Small Pulley Large Pulley Pulley assembly fits clamps onto top of casing.

Cable hold serves as reference for depth marks.

Wheel removes for easy insertion of probe. Order small pulley for 48 or 70 mm casing. Order large pulley for 70 or 85mm casing.

CABLE STORAGE REEL

30m (100’) capacity 70 m (230') capacity 100 m (360') capacity Sturdy storage reels with large diameter hubs keep cable neat when not in use.

SLIP-RING REEL

200 m (650') capacity 300 m (1150') capacity Slip-ring cable reel allows the readout to remain connected while the reel is operated. Includes jumper cable to connect reel to readout.

Metric English

Sensor Type Analog force-balanced servo-accelerometers x 2

Wheel Base 500 mm 24 inch

Cal Range* ±30° ±30°

Sys Resolution* 0.01 mm 0.0006"

Sys Accuracy* ±6 mm / 25m ±0.3"/ 100’

Precision ±0.01% FS

Temp -20 to +50 °C -4 to +122 °F

Material Stainless Steel

For Non-Health Hazard Applications

ES-LF007

Now Available WattsBox Insulated Enclosures.

For more information, send for literature ES-WB.

Series LF007 Double Check Valve Assemblies Sizes: 1⁄2" – 3" (15 – 80mm) Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly.

The LF007 features Lead Free* construction to comply with Lead Free* installation requirements.

Check with local authority having jurisdiction regarding vertical orien-tation, frequency of testing or other installation requirements.

The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California.

Features

• Ease of maintenance — only one cover

• Top entry

• Replaceable seats and seat discs

• Modular construction

• Compact design

• Lead Free* cast copper silicon alloy body construction — 1⁄2" – 2" (15 – 50mm)

• Fused epoxy coated cast iron body — 21⁄2" – 3" (65 – 80mm)

• Top mounted Lead Free* ball valve test cocks

• Low pressure drop

• No special tools required for servicing

• 1⁄2" – 1" (15 – 25mm) have tee handles

Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The Double Check Valve Assemblies shall be constructed using Lead Free* cast copper silicon alloy. Lead Free* Double Check Valve Assemblies shall comply with state codes and standards, where applicable, requir-ing reduced lead content. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series LF007.

Test Cocks

First Check Module Assembly

The LF007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load.

Second Check Module Assembly

*The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight.

Job Name ––––––––––––––––––––––––––––––––––––––––––– Contractor ––––––––––––––––––––––––––––––––––––––––––––

Job Location ––––––––––––––––––––––––––––––––––––––––– Approval –––––––––––––––––––––––––––––––––––––––––––––

Engineer ––––––––––––––––––––––––––––––––––––––––––––– Contractor’s P.O. No. ––––––––––––––––––––––––––––––––––

Approval ––––––––––––––––––––––––––––––––––––––––––––– Representative ––––––––––––––––––––––––––––––––––––––––

LEAD FREE*

NOTICE

Inquire with governing authorities for local installation requirements

Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with-out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold.

3⁄4" (20mm) LF007M3QT

The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin-ning the installation of this product.

NOTICE

As

A

C B

TRD

Bs

F

Subscript ‘S’ = strainer model

Pressure — Temperature 1⁄2" – 2" (15 – 50mm) Temperature Range: 33°F – 180°F (0.5°C – 82°C).

Maximum Working Pressure: 175psi (12.1 bar).

21⁄2" – 3" (65 – 80mm) Temperature Range: 33˚F – 110°F (0.5˚C – 43°C) continuous, 140°F (60°C) intermittent.

Maximum Working Pressure: 175psi (12.1 bar).

Standards ASSE Std. 1015, AWWA Std. C510

IAPMO PS31, CSA B64.5

Approvals

† ASSE, AWWA, IAPMO, CSA, UPC

s Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California.

• Models with suffix LF and S are not listed.

u UL Classified (without shutoff valves only) 3⁄4" – 2"

(20 – 50mm) (except 007M3LF) u UL Classified with OSY gate valves

(21⁄2" and 3" horizontal only.)

Models Sizes:

1⁄2" – 2" (15 – 50mm) Suffix:

S - copper silicon alloy strainer LF - without shutoff valves Prefix:

U - Union connections 21⁄2" – 3" (65 – 80mm) Suffix:

NRS - non-rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF - without shutoff valves QT-FDA - FDA epoxy coated quarter-turn ball valves

MODEL SIZE (DN) DIMENSIONS WEIGHT

A B C D F G R T

in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs.

†s▼ LF007QT 1⁄2 15 10 254 45⁄8 117 27⁄16 62 — — 5 127 33⁄8 85 25⁄16 59 21⁄16 52 4.5 2 †s▼ LF007M3QT 3⁄4 20 111⁄8 282 4 102 31⁄8 79 — — 63⁄16 157 37⁄16 87 21⁄8 54 15⁄16 33 5 2.3 †s▼ LF007M1QT 1 25 131⁄4 337 51⁄8 130 4 102 — — 71⁄2 191 33⁄8 85 111⁄16 43 111⁄16 43 12 5.4 †s▼ LF007M2QT 11⁄4 32 163⁄8 416 5 127 35⁄16 84 — — 91⁄2 241 5 127 3 76 2 50 15 6.8 †s▼ LF007M2QT 11⁄2 40 163⁄4 425 47⁄8 124 31⁄2 89 — — 93⁄4 248 513⁄16 148 31⁄8 79 211⁄16 68 15.9 7.2 †s▼ LF007M1QT 2 50 191⁄2 495 61⁄4 159 4 102 — — 133⁄8 340 61⁄8 156 37⁄16 87 211⁄16 68 25.7 11.7

•▼ LF007QT-S 1⁄2 15 13 330 6 152 27⁄16 62 3 76 5 127 33⁄8 85 25⁄16 59 21⁄16 52 5.5 2.5 •▼ LF007M3QT-S 3⁄4 20 141⁄2 368 61⁄8 156 31⁄8 79 3 76 63⁄16 157 37⁄16 87 21⁄8 54 15⁄16 33 6.7 3.1 •▼ LF007M1QT-S 1 25 1715⁄16 157 73⁄4 197 4 102 31⁄4 83 71⁄2 191 33⁄8 85 111⁄16 43 111⁄16 43 14 6.4 •▼ LF007M2QT-S 11⁄4 32 211⁄2 546 71⁄16 179 35⁄16 84 31⁄2 83 91⁄2 241 5 127 3 76 2 50 19 8.6 •▼ LF007M2QT-S 11⁄2 40 251⁄16 637 71⁄16 179 31⁄2 89 33⁄4 95 93⁄4 248 513⁄16 148 31⁄8 79 211⁄16 68 19.6 8.9 •▼ LF007M1QT-S 2 50 271⁄4 692 83⁄4 222 4 102 4 102 133⁄8 340 61⁄8 156 37⁄16 87 211⁄16 68 33.5 15.2

Dimensions – Weights

MODEL SIZE(DN) DIMENSIONS

in. mm in. mm

LFU007QT 1⁄2 15 1213⁄16 326

LFU007M2QT 3⁄4 20 1313⁄16 350

LFU007M2QT 1 25 165⁄8 422

LFU007M2QT 11⁄4 32 203⁄4 527

LFU007M2QT 11⁄2 40 211⁄2 546

LFU007M1QT 2 50 241⁄2 622

Strainer Dimensions

SIZE WEIGHT

M N

in. mm in. mm in. mm lbs. kgs.

21⁄2 65 10 254 61⁄2 165 28 13 3 80 101⁄8 267 7 178 34 15

A

C (open) 9" (229mm)

45⁄16" (109mm)

N

E1 E R

A

Union Tailpiece Union Tailpiece Union Nut Union Nut

Dimensions – Weights

Sizes: 21⁄2" – 3" (65 – 80mm)

1" LFU007M1QT

Sizes: 1⁄2" – 2" (15 – 50mm)

M

MODEL SIZE (DN) DIMENSIONS WEIGHT

A B E, E1 R

in. mm in. mm in. mm in. mm in. mm lbs. kgs.

LF007QT-FDA 21/2 65 331/8 841 63/8 162 91⁄16 230 83/4 222 155 70

s LF007-NRS 21/2 65 331/8 841 93/8 238 91⁄16 230 83/4 222 155 70 su LF007-OSY 21/2 65 331/8 841 163/8 416 91⁄16 230 83/4 222 158 72

LF007-QT-FDA 3 80 341/4 870 63/8 162 91⁄16 230 83/4 222 155 70

s LF007-NRS 3 80 341/4 870 101/4 260 91⁄16 230 83/4 222 185 84 su LF007-OSY 3 80 341/4 870 187⁄8 479 91⁄16 230 83/4 222 185 84 bars psi .8 12 .7 10 .5 8 .4 6 .3 4 .1 2 0 0

0 2 4 6 8 10 12 gpm 0 7.6 15.2 22.8 30.4 38 45.6 lpm 5 7.5 10 fps

1.5 2.5 3.0 mps

Pr es su re

D ro p

Flow Flow

1⁄2" (15mm) 11⁄2" (40mm)

Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests.

†† Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.)

** UL rated flow bars psi

1.5 22

1.2 18

.96 14

.69 10

.41 6

.14 2

0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 lpm

7.5 15 lps

2.3 4.6 mps

Pr es su re

D ro p

Flow

Pr es su re

D ro p

Flow

0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 380 475 570 665 760 lpm 5 7.5 10 15 fps

1.5 2.3 3.0 4.6 mps

3⁄4" (20mm) 2" (50mm) bars psi

1.1 16 .8 12 .7 10 .5 8 .4 6 .3 4 .1 2

0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 lpm 5 7.5 10 15 fps

1.5 2.3 3.0 4.6 mps

Pr es su re

D ro p

Flow

Pr es su re

D ro p

Flow

0 25 50 75 100 125 150 175 200 225 250 gpm 0 95 190 285 380 475 570 665 760 855 950 lpm 5 7.5 10 15 fps

1.5 2.3 3.0 4.6 mps

1" (25mm) 21⁄2" (65mm) bars psi 1 14

.8 12

.7 10

.5 8

.4 6

.3 4

.1 2

0 0 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 lpm 5 7.5 10 15 fps

1.5 2.3 3.0 4.6 mps

Pr es su re

D ro p

Flow

Pr es su re

D ro p

Flow

0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 1045 1140 1235 lpm 5 7.5 10 fps

1.5 2.3 3.0 mps

11⁄4" (32mm) 3" (80mm) bars psi .8 12 .7 10 .5 8 .4 6 .3 4 .1 2 0 0 bars psi .8 12 .7 10 .5 8 .4 6 .3 4 .1 2 0 0 bars psi

.7 10

.5 8

.4 6

.3 4

.1 2

0 0 bars psi

.7 10

.5 8

.4 6

.3 4

.1 2

0 0

0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 66 304 342 380 418 456 lpm 5 7.5 10 15 fps

1.5 2.5 3.0 4.5 mps

Pr es su re

D ro p

ES-LF007 1625 © 2016 Watts

USA: Tel: (978) 689-6066 • Fax: (978) 975-8350 • Watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • Watts.ca

Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • Watts.com model 3377FR

Barrier-Free Freeze Resistant Pedestal Fountain

FEATURES & BENEFITS

PUSH BUTTON

Polished chrome-plated push-button requires less than 5 lbs. (2.7 kg) of push force to activate.

CONSTRUCTION

Heavy-duty 3/16" (.47 cm) galvanized steel pedestal is supported by an integral mounting plate, supplied with a top down access plate, and is finished with green powder-coat paint. 18 gauge Type 304 Stainless Steel swirl design bowl, 14 gauge Type 304 Stainless Steel bracket, and a vandal-resistant bottom plate provides a long lasting unit with added peace of mind.

QUALITY CONTROL

Pre-built fountain is pressure tested to ensure no leaks and proper functionality.

FREEZE-RESISTANT VALVE

Fully engineered system with the pneumatic operated freeze-resistant valve installed below frost line to drain water to non-freezing depth allowing fountain to function year-round. Assembly can be lifted to surface and lowered back into casing for easy maintenance without disturbing the fountain.

BUBBLER HEAD

Polished chrome-plated brass bubbler head with an integral basin shank and inserted roll pin adds vandal resistance strength to the design, and the shielded angled stream orifice produces a steady sanitary source of water.

OPTIONS

Bottle Filler Attachment: Model 3377BFFR, freeze-resistant, bottle filler attachment comes with push button operation, 3/16" galvanized steel top-access pedestal extension with green powder-coated finish, and a vandal resistant bottom plate.

For more information, visit www.hawsco.com or call (888) 640-4297.

SPECIFICATIONS

Model 3377FR barrier-free freeze-resistant pedestal drinking fountain shall include a 14 gauge Type 304 Stainless Steel satin finish bracket and 18 gauge Type 304 Stainless Steel satin finish basin with integral swirl design, polished chrome-plated brass vandal-resistant bubbler head, polished chrome-plated brass push-button, chrome-plated brass vandal-resistant waste strainer, vandal-resistant bottom plate, 3/16" (.47 cm) galvanized steel top-access pedestal with green powder-coated finish, integral mounting plate, and 1-1/4" IPS waste. REQUIRES MODEL 6518FR PRICED SEPARATELY.

APPLICATIONS

Perfect for either public or private outdoor settings, the 3377FR is a great fit in areas where aesthetics are important to the overall appeal of the architecture. Suitable in areas where weather conditions exist, this series stands strong as a nice addition to any community. Powder-coated finish help to maintain the fountains overall appeal so it remains looking as new as it did when it was installed. This type of pedestal drinking fountain may also be placed in a variety of settings such as: parks, schools, and other outdoor environments around office buildings where the temperature may drop into freezing conditions.Model meets all current Federal Regulations for the disabled including those in the Americans with Disabilities Act. Haws manufactures drinking fountains and electric water coolers to be lead-free by all known definitions including NSF/ANSI Standard 61, Section 9, NSF/ANSI 372, California Proposition 65, and the Federal Safe Drinking Water Act. Product is compliant to California Health and Safety Code 116875 (AB 1953-2006).

1455 Kleppe Lane :: Sparks, NV 89431 :: p. 775.359.4712 :: f. 775.359.7424 :: e. info@hawsco.com :: www.hawsco.com :: 16 February, 2017 DISCLAIMER: Continued product improvements make specifications subject to change without notice. Check www.hawsco.com for the latest product information and updates.

model 3377BFFR

Bottle Filler Attachment

PUSH BUTTON

Polished chrome-plated push-button requires less than 5 lbs. (2.7 kg) of push force to activate.

FREEZE-RESISTANT VALVE

Fully engineered system with the pneumatic operated freeze-resistant valve installed below frost line to drain water to non-freezing depth allowing fountain to function year-round. Assembly can be lifted to surface and lowered back into casing for easy maintenance without disturbing the fountain.

LAMINAR FLOW

Adjustable, splash-free, 1 gpm (3.78 L) laminar water flow.

CONSTRUCTION

Heavy-duty 3/16" (.47 cm) galvanized steel pedestal attachment is supplied with a top down access plate and finished with green powder-coat paint.

ATTACHMENT INSTALLATION

Bottle filler attachment can be ordered with a 3377FR pedestal drinking fountain, or added to an existing installation.

OPTIONS

For more information, visit www.hawsco.com or call (888) 640-4297.

SPECIFICATIONS

Model 3377BFFR freeze-resistant bottle filler attachment for the 3377FR pedestal drinking fountain shall include a 14 gauge Type 304 Stainless Steel bottle filler bracket, and a 3/16" galvanized steel top-access pedestal extension with green powder-coated finish, polished chrome-plated brass push-button, and vandal-resistant bottom plate. May be an accessory to a new 3377FR pedestal drinking fountain or retrofit to an existing 3377FR. REQUIRES MODEL 6518.2FR

PRICED SEPARATELY.

APPLICATIONS

Perfect for either public or private outdoor settings, the 3377BFFR is a great fit in areas where aesthetics are important to the overall appeal of the architecture. Suitable in areas where weather conditions exist, this series stands strong as a nice addition to any community.