SERVING LOCAL MARKETS

June 3, 2017 | Author: Caroline Reed | Category: N/A
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SERVING LOCAL

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THE FORT MILLER CO., INC. The Fort Miller Co., Inc. specializes in precast concrete solutions for the construction industry. From our design engineering capabilities to our highly flexible manufacturing facilities to our extensive delivery options, we offer you a complete service. Customer needs clearly are the driving force behind our Company. At Fort Miller, we are committed to solving construction problems with practical precast concrete solutions. In every area of the company, we take pride in our ability and willingness to find innovative solutions to our customers’ onsite challenges. In fact, many of our engineering designs have gone on to become trademarked industry standards. Small or large, every project we undertake is measured against the same high standard of excellence. To serve you better, we have extended our product offerings to be the most diversified supplier in the marketplace. We have added resale products to our manufactured ones to allow one stop shopping for your site infrastructure needs. We operate four (4) delivery trucks with tag trailers and we have the ability to off-load and set castings where appropriate. We take our manufacturing capability just as seriously as our engineering and delivery capabilities. Our extensive facilities total over 250,000 square feet on over 300 acres with a permanent year round staff of over 200 skilled concrete manufacturing associates. That’s commitment. We work to meet deadlines and our prices are not just competitive, but guaranteed. We encourage you to contact us on any construction project. Our commitment to the local market spans over 54 years. Our solution to your needs will be precast concrete products manufactured to quality standards unmatched in the marketplace. Our pricing is competitive. Our capability and service are unequaled. Most important, we will never compete or bid against you. We are a supplier and not a contractor bidding against you one-day and selling to you the next. For this reason, we have enjoyed your loyalty and your business for over 54 years.

FORT MILLER THE FORT MILLER CO., INC.

THE FORT MILLER CO., INC. A FORT MILLER GROUP COMPANY P r e c a s t C o n c r e t e S o l u t i o n s

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com The Fort Miller Group and The Fort Miller Co., Inc. offices are located 12 miles East of Saratoga Springs, New York. Your imagination is our only limitation

 June 2002 by The Fort Miller Co., Inc. All Rights Reserved

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Catalog Control Form

Name of Company/Individual___________________________________________________ Street or P.O. Box____________________________________________________________ City, State, Zip Code__________________________________________________________ Contact Person _____________________________________________________________ Telephone Number (_____)____________________________________________________ Fax Number________________________________________________________________ E-Mail_____________________________________________________________________ Date Mailed/Hand Carried_________________FM Representative_____________________ Category:

1. Engineer 2. Architect 3. Federal Gov’t. 4. State Gov’t. 5. County Gov’t.

16. Local Gov’t. 17. Contractor 18. Developer 19. Other_______________

Notes: ____________________________________________________________________ __________________________________________________________________________ __________________________________________________________________________ P r e c a s t C o n c r e t e

__________________________________________________________________________ __________________________________________________________________________

S o l u t i o n s

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Table of Contents Introduction How to Order Map/Directions Product Overview

P r e c a s t C o n c r e t e S o l u t i o n s

ii-v vi-vii viii-xiii

TAB 11.0 Structural Design

A-1 through A-10

12.0

Septic Tanks and Holding Tanks

B-1 through B-8

13.0

Distribution Boxes

B-9 through B-12

14.0

Drywells and Well Casing

B-13 through B-16

15.0

Chlorine Contact Tanks

B-17 through B-20

16.0

Dosing Tanks

B-21 through B-28

17.0

Grease Traps

B-29 through B-34

18.0

Downstream Defender™ and PuriSep™

B-35 through B-38

19.0

Manholes

B-39 through B-52

10.0

Catch Basins and Transverse Drainage Interceptor

B-53 through B-60

11.0

Square and Rectangular Structures

B-61 through B-62

12.0

Grade Extensions, Access Extensions & Hatch Info

B-63 through B-66

13.0

Perma-Curb™

B-67 through B-68

14.0

Armor Cast™ and Armor Vault™ Fuel Storage

B-69 through B-70

Closing

B-71

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How to Order from Fort Miller The Fort Miller Sales Department is your primary contact for questions relating to products, prices, and most importantly for placing orders. The Sales Team can be reached at our main office phone number (518) 695-5000 or through our FAX number (518) 695-4970 or (518) 695-3042. Sales initiates your orders and routes your inquiries and orders through our Engineering Department for design analysis, shop drawing preparation and technical interfaces. Sales works with Engineering to generate approved shop drawings for release to production. Your continual assistance with the shop drawing approval process is essential to ensure on-time production and delivery. Once the shop drawings are completed and approved, Engineering will release your order to our Production Department for scheduling and manufacturing. When your order is ready to ship, dispatch provides the various delivery options.

When You Call the Company When calling Fort Miller, please ask either for an individual by name or by area of responsibility: •

Sales for customer policies, placing orders, following up on orders, and product inquiries



Production Control for manufacturing status and to set up delivery



Engineering for shop drawing issues and technical questions

Pricing Policy Upon inquiry, the Sales Department will provide prices. Prices are F.O.B. our plant unless otherwise specified at the time of inquiry and/or receipt of order. Within a six month time frame, quoted prices will remain firm from time of order receipt to shipment unless otherwise agreed upon in writing by the customer and The Fort Miller Co., Inc.

Credit Policy

P r e c a s t C o n c r e t e S o l u t i o n s

All accounts must have approval (of credit) prior to any deliveries and/or pick up of material. All accounts must prepare a credit application as a basis for approval. Please allow two weeks upon receipt of a properly submitted application for approval by Fort Miller’s Credit Department. Those accounts not granted credit or those who choose not to have credit must arrange for payment in advance or at the time of delivery. Credit terms for approved accounts are net 30 days from date of invoice unless otherwise agreed to in writing at the time the order is received. Any taxes applicable to the sale will be added to the price of the merchandise unless a properly completed tax-exempt certificate is received by Fort Miller prior to shipment. All accounts not paid within the agreed upon terms will be charged interest at 1.5% per month (18% per annum).

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Fort Miller may decline to manufacture any product or make any shipment when payment practice or other security is not satisfactory to the Credit Department. Orders for new customers or large orders may require a deposit prior to commencement of drawings or production. These arrangements shall be made a part of the contract and agreed to at the time the order is placed.

Return Policy No item may be returned without prior approval by the Sales Department. At the time a decision is made to accept a return, the customer will be informed of any associated charges.

Backcharge Policy Only the Sales Department is authorized to negotiate or review potential backcharges. In no case shall monies be withheld without prior approval of the Sales Department. Our practice regarding backcharges is tightly controlled and stringent, so it is important to inquire and obtain approval in order to retain your credit standing with the Company. Under no circumstances will the value of a negotiated backcharge exceed the face value of the product supplied by Fort Miller.

Warranties As to all goods not manufactured by Fort Miller, The Fort Miller Co., Inc.’s only obligation shall be to make available the warranties of the original manufacturer. As to goods manufactured by The Fort Miller Co., Inc., THERE ARE NO WARRANTIES, EXPRESSED OR IMPLIED, THAT EXTEND BEYOND THE DESCRIPTION OF MATERIALS ON THE FACE OF THE CONTRACT. THE FORT MILLER CO., INC. EXPRESSLY DISCLAIMS ANY WARRANTY, EXPRESSED OR IMPLIED, THAT THE MATERIAL SOLD HEREUNDER IS MERCHANTABLE, OR FIT FOR ANY PARTICULAR PURPOSE.

Limitation of Liability; Indemnification The Fort Miller Co., Inc. assumes no responsibility or liability for buyer’s lost profits, goodwill, or any other general, special, incidental or consequential damages. Buyer further agrees to indemnify The Fort Miller Co., Inc. as to any liability for personal injury or property damage that may result from the negligence of the buyer or any of the buyer’s agents or employees or anyone for whose acts the buyer is responsible. P r e c a s t C o n c r e t e S o l u t i o n s

The Fort Miller Co., Inc. has no control over the placing and handling of any material after delivery and therefore will not guarantee the finished work in which it is used.

Delivery Hours Our main business is to service the contractor/customer. Based on your needs, we will do our best to arrange delivery at your convenience.

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MARKETS The hours for picking up material at our yard are more limited so as to allow maximum use of equipment and personnel in the production process. Yard hours are typically 7:00a.m. to 3:00p.m., Monday through Friday, unless special arrangements are made at least 48 hours prior to the pick-up.

Delivery Equipment We ship our products on two basic types of equipment: Swing-boom Trucks. These are tandem vehicles with an unloader mounted behind the cab capable of unloading off the side. These trucks have approximately 20 feet of load bed and can carry approximately 11 tons of material. Primary use of these vehicles is for delivery of manholes, catch basins, standard light duty septic tanks, transformer pads, curb, and drywells. Flatbed Tractor Trailers. These vehicles can carry up to 22.5 tons of load and typically have bed space of up to 45 to 48 feet.

Delivery Delivery charges will be as indicated in our quotation/contract. We will attempt to ship materials via the most economical way or as requested. Often when orders do not constitute a payload and the customer does not wish to pay the full delivery charge for a special delivery, the order can be shipped on an “as soon as possible” basis with a drop off charge applicable. At our option, we will make this delivery with another load going to the same area. If for some reason the excavation is not ready at the time of scheduled delivery and a second trip is necessary to set the material, another delivery charge will be assessed for setting or resetting. One hour is allowed for this service, after which an additional charge at the current rate of $100.00 per hour will be made unless otherwise indicated on our contract. To maintain our delivery schedules, required unloading equipment must be ready at the scheduled time of delivery. Detention time for swing boom trucks and tractor- trailers will be charged at the current rate. In the event of any delay in our performance, due in whole or in part to causes beyond our reasonable control, we shall be allowed such additional time for our performance as may be reasonably necessary. Acceptance by you of delivery of any material shall constitute a waiver by you of any claim for damages on account of any delay in delivery of such goods.

P r e c a s t C o n c r e t e S o l u t i o n s

With many products, we must ship dunnage along with the material to ensure its safe arrival. If the dunnage is not returned, the buyer may be charged for it as a separate item on the invoice. In all instances, it is important for you to acknowledge receipt of material by signing the delivery ticket and noting any concerns on said ticket regarding the shipped product.

Access to Site It is the buyer’s sole responsibility to see that the site and unloading area are ready and safely accessible to our trucks and drivers. We can assume no responsibility for any site, labor conditions or breakdown of unloading machinery, which may

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MARKETS cause excess waiting time, excess unloading time, or trucks returning to our plant with their loads intact. Detention time and/or additional shipping charges will be assessed in the above cases. Our drivers have the authority and responsibilities to determine whether a site is safe and accessible for delivery and setting; however, in all cases the buyer is ultimately responsible for the safe access of our equipment and drivers.

Safety Fort Miller has an ongoing, active safety policy at the Easton facility and when you enter our plant to pick up material, please abide by the safety instructions given to you by our associates. While we are on your jobsite we will exercise safe procedures and comply with the safety requirements of your individual project.

Lifting and Off-loading Care should be taken in lifting and off-loading precast products. All weights and volumes shown are based on the design thicknesses. Actual weights can and do vary in accordance with allowable tolerances. All lifting equipment and rigging needs to be sized taking this fact into consideration. The drawings shown illustrate recommendations for lifting however, it is the responsibility of the installer/contractor to safely off-load the precast products from our delivery vehicle. To Crane Hook

Lifting Sling Recommendations (1) Leg of 4way Sling is Always Underloaded

Sli ng Le ng th ( L)

Slin gL eng th ( L)

To Crane Hook

Sling Angle 60° min.

Sling Angle 60° min.

Distance (D)

DI sta nc e( D)

It is the responsibility of the installer/contractor of the specific precast concrete unit to safely and effectively off-load the unit from the point of delivery (truck). It is further the responsibility of the installer/contractor to properly and adequately size, inspect, and provide the appropriate unloading hardware and equipment. The Fort Miller Co., Inc. assumes no responsibility or liability with regard to jobsite handling/unloading of the precast units. Sling length (L) must be at least as long as the distance (D) between the farthest two lift points to result in the required minimum sling angle of 60°. P r e c a s t C o n c r e t e S o l u t i o n s

Be sure to consult your rigging handbook to determine cable diameter, chain size, or strap width for the load to be lifted as illustrated above. It is important to note and to make the proper allowances for conditions that increase the load, such as ice, mud, water, impact, etc. Also, all connecting shackles, hooks and other rigging components must be properly sized. Never under any circumstances, allow anyone to get under or close enough to the lifted precast element that physical harm could result due to a sudden movement of the load. Tag lines and push bars should always be used to control the load. It is also the responsibility of the installer/contractor to inspect all lifting hardware and prevent the use of any lifting hardware that is suspect. Please refer to your rigging handbook, OSHA 29CFR 1926 and ANSI 10.9 for additional information.

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Where to find us:

P r e c a s t C o n c r e t e S o l u t i o n s

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Directions to The Fort Miller Co., Inc. From the North:

Take the Northway to Exit 14. Bear right off the exit following signs for Route 29 East, Schuylerville. Continue following the directions from the South. From the South:

Travel North on the Northway (I-87) to Exit 14, which is approximately 30 miles North of Albany, NY. At the end of the Exit 14 ramp, turn right following the signs for Route 29 East and Schuylerville. Take your first right at the light on to Henning Road. Henning Road is directly opposite the entrance to Yaddo. Go about 1 mile to the end of Henning Road and turn right on to Route 29 East. Follow Route 29 East for approximately 10 miles to the traffic light in Schuylerville. Turn right at the traffic light. Go to the next traffic light and turn left, staying on Route 29 East. Continue East across the Hudson River, up the hill, and look for Wilbur Ave. across from the Washington County Fairgrounds. Turn right on to Wilbur Avenue.

For the Plant and Sales Office: The entrance is on the right, next to the precast concrete sign. Enter the plant and proceed between the steel structure on your left and the masonry building on your right. The sales office and customer pick up office is located in the masonry building on the right. A sign is located on the office. P r e c a s t C o n c r e t e

For the Engineering and Corporate Office: The engineering and corporate office is located on the left, about 200 yards beyond the entrance to the plant. Drive past Bulson Road and enter the office parking lot off of Wilbur Avenue.

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UNDERGROUND STRUCTURES Fort Miller offers a wide choice of structures for use underground. Each of the following groups of structures includes various design options. However, if you face unusual problems that are not readily solved using standard units, please contact our sales department for further assistance. · · · · · · · · · · · ·

SEPTIC AND HOLDING TANKS DRYWELLS AND WELL CASINGS CHLORINE CONTACT TANKS DOSING TANKS DISTRIBUTION BOXES GREASE TRAPS/OIL-WATER SEPARATORS SPECIALTY OIL/WATER AND STORM WATER RUNOFF SEPARATORS – (DOWNSTREAM DEFENDER) AND PURISEP PUMP & LIFT STATIONS MANHOLES, CATCH BASINS & DROP INLETS SQUARE & RECTANGULAR STRUCTURES ACCESS EXTENSIONS, GRADE EXTENSIONS CAST IRON FRAMES AND COVERS/GRATES AND ACCESS HATCHES

ABOVE GROUND STRUCTURES · · ·

PRECAST CONCRETE CURBING – (STRAIGHT AND RADIUS) ABOVE OR BELOW GROUND STORAGE TANKS – ARMORCAST GASOLINE, CHEMICAL AND FUEL STORAGE RETAINING WALLS – T-WALL

OTHER STRUCTURES ·

PLEASE INQUIRE

P r e c a s t C o n c r e t e S o l u t i o n s

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Underground Structures Fort Miller offers a wide variety of structures for use in underground applications such as septic systems, manholes, catch basins, pump stations, oil/water/grit separators and for a variety of other purposes. This section briefly describes the function of each group of structures as well as the various design options available. This section is followed by drawings, which indicate critical dimensions. As you use the catalog, we suggest that you refer often to the Design Data and Details section, which gives design criteria and allowable loads for each structure. When you have unusual problems that are not readily solved using standard units, custom castings may be of interest. You will find that Fort Miller can supply any custom casting you require, our only limitation being your imagination.

Septic Tanks Septic tanks are holding chambers to promote growth of the anaerobic bacteria that biologically decompose(s) raw sewage. They should be sized to handle all the normal daily flow of a household or establishment during peak times. Waste from the laundry and garbage disposal should be considered when sizing the unit, but roof, cellar drains and water softener waste should be excluded from the system. Larger tanks require less frequent cleaning and allow for expansion of the establishment at later dates. Fort Miller offers septic tanks in sizes ranging from 1000 gallons to over 15,000 gallons. Specially designed segmented tanks to fit most site conditions can also be engineered and produced. All standard septic tanks have access openings as detailed in the catalog drawings. The tees shown on the drawings are to be furnished and installed on site by the customer. Inlet tees should project 16" below the liquid level and outlet tees should project 18" below the outlet level or as directed by the Engineer of Record. All septic tanks conform to the latest New York State D.E.C. and Health Department regulations.

Drywells

P r e c a s t C o n c r e t e S o l u t i o n s

A drywell, or seepage pit, is a covered structure with perforated walls through which liquids can pass to the surrounding soil. These structures provide effective disposal of septic tank effluent or storm water. A drywell should be backfilled with at least 12" of crushed stone around the entire unit as directed by the Engineer. We recommend that the bottom of the structure be at least 2 feet above any groundwater table. In traffic situations or unstable soil, footings should be installed. We can also supply any grade extensions needed to bring the units up to the finished grade.

Chlorine Contact Tanks Chlorine contact tanks are used primarily as retention basins to maximize mixing and contact time between chlorine and the sewage to be treated. Special joint sealing materials are required for structures handling potable water.

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Dosing Tanks Dosing tanks store septic tank effluent for periodic discharge into an absorption field or sand filter. Their use allows for the rapid charging and effective distribution of effluent throughout the disposal system. Typically, New York State agencies require installation of dosing tanks with a single siphon when the absorption field length exceeds 500 feet. A double alternating system is required if the field length exceeds 1000 feet. Please inquire with the local governing agencies and engineers as to the current standards and requirements. Dosing tanks are cast with one or two cutouts in the bottom for insertion of siphons after the tank is placed in the excavation. The cutout for the single siphon is opposite the inlet. The standard arrangement for double alternating siphons is indicated on the drawings. Other configurations are available upon request. Typically, for inspection, a tapered plug is cast over the inlet and an opening is cast over each siphon cutout. All sections must be sealed with the material specified.

Distribution Boxes When more than one subsurface absorption field or drywell is needed, a distribution box distributes the flow of effluent evenly among them. These boxes are also helpful for visually inspecting the clarity of septic tanks effluent and provide convenient access to eliminate any stoppage between the box and the septic tank. Liquid levelers (Tuff-Tite) are available upon request.

Grease Traps and Oil Interceptors The function of a grease trap or oil interceptor is to remove grease or oil from influent before it is discharged into an absorption area or sewer. These units are especially desirable for use at restaurants, garages, and commercial/industrial establishments where the waste may contain large quantities of grease or oil. Grease traps are not supplied with outlet tees. It is essential that customers furnish and install an outlet tee and down standing leg that ends +/- 8" above the bottom of the tanks as directed by the Engineer. Inlet tees may also be desirable to reduce the velocity of the influent. Special joint sealing materials are required for structures handling oil, grease or petroleum products.

) Oil/Water Separator (PuriSep P r e c a s t C o n c r e t e S o l u t i o n s

If your project calls for maximum oil, grease and sediment separation with minimum maintenance, the PuriSep Differential Gravity Inclined Plate Separator is your choice. PuriSep separators are easy to install; just excavate, set the tank, install inlet and outlet piping and backfill. No onsite assembly is required and units are available in precast concrete tanks for flows up to 2000 GPM. The plate design permits the use of minimum-sized tanks for each flow rating, thus providing savings in excavation and real estate costs. Because the tanks are concrete, special leak detection and corrosion protection are not required.

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) Storm Water Runoff System (Downstream Defender When rainwater flows over paved surfaces, it washes off a variety of solid and dissolved pollutants, many of which are settleable or floatable (hydrocarbons and trash) or can carry contaminants, such as phosphorus and heavy metals, that must be prevented from reaching receiving waters. The Downstream Defender meets the stormwater challenge by maintaining higher removal efficiencies over a wider range of flow rates. Fort Millers’ Downstream Defender is an advanced hydrodynamic vortex separator that augments gravitational forces with rotary and shear forces to separate settleable solids in a smaller land area than conventional sedimentation basins. An oil/floatables trap is incorporated into the same vessel. The result is a compact solution for non-point source pollution prevention. The Downstream Defender can also be used as a pretreatment device before a detention system, mitigating wetlands, swales, filters, or other polishing systems. Standard sizes available are 4’, 6’, 8’ and 10’-6" inside diameters.

Pump and Lift Stations Construction of sewer systems in flat terrain often requires very deep excavations in order to maintain the required velocities of effluent. In these cases it may be more cost effective to raise the sewage by use of mechanical pumps housed in a pumping station rather than to continue deep excavations. Pumping stations can be constructed from round or rectangular structures or can be custom designed to address job specifications. Please see the various sections for further details, or contact our office for assistance.

Manholes, Catch Basins and Drop Inlets Manholes are used wherever two or more sewer lines intersect or where there is a change of grade or direction. They also provide access to sewer lines for cleaning and inspection purposes. Catch basins and/or drop inlets are used to collect surface water. The water is generally disposed of through an outlet pipe, however some catch basins or drop inlets are designed with drywell sections that allow the water to percolate into the soil rather than to flow out through the outlet pipe. P r e c a s t C o n c r e t e S o l u t i o n s

The butyl rubber seal generally used between precast concrete sections is shipped separately and installed in the field by the customer. Unless otherwise specified, all round manholes or catch basin sections are manufactured using MA Industries polypropylene steps. Units can be made without steps if requested. Fort Miller offers several means for connecting pipes to manholes. A-Lok, Z-Lok, Lock Joint Flexible Sleeves (boots), Steel or HDPE Sleeves and Link Seal Assemblies, Kor-N-Seal Flexible Connector, or open holes are available. Please inquire as to the specific type of pipe connection available for your project.

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Special openings, hatches, doors, platforms, and/or sleeves can be cast into any of these structures. Manholes with extended bases are also available. In addition, many units are furnished with knockouts and openings as shown on the drawings. These are particularly useful if units are required on short notice. Many of these stock sanitary units are equipped to allow the flexible connector to be inserted before shipping, thereby reducing production lead times. Consult our Sales Department for assistance on rush orders.

Square and Rectangular Structures The structures in this section can be used for power and signal distribution manholes, meter pits, junction boxes, valve boxes, holding tanks, etc. These units can be customized as required. Various access openings can be formed into the top including hatches, doors, frames, covers and grates. Duct terminators, unistrut, concrete inserts, pulling eyes, sleeves, sumps, and steps can also be provided as required. We will be pleased to assist you in designing structures to meet your specific needs.

Access Extensions and Grade Extensions The variety of products in this family provides the differences in grade between the top of a structure and the bottom of a frame or cover. Please refer to the catalog drawings for appropriate grade extensions.

Cast Iron Frames and Covers/Grates and Access Hatches For your convenience, we offer a wide variety of modern, high quality standard and custom cast iron frames and covers/grates for use on underground structures. Sizes range from small 8" diameter inspection covers to large 48" catch basin or electrical manhole castings, airport castings and trench drains. Our stock castings are made in the USA. We also can offer a wide range of aluminum or steel access hatches ranging in size from 24" sq. to 60" X 72" I.D. and any other custom size required. Hatches are available for Light Duty (150 or 300 psf) or Heavy Duty (H-20 wheel loads, not subject to high density traffic) applications.

Precast Concrete Curb (Perma-Curb ) P r e c a s t C o n c r e t e S o l u t i o n s

Perma-Curb provides an aesthetically pleasing and cost effective alternative to conventional cast-inplace and granite curb. Not only is the linear foot price competitive, but the product can also be installed by a small crew not inhibited by seasonal limitations. The material is produced locally and delivered quickly. A layout drawing can be supplied indicating the piece mark number and location. The wide variety of lengths, radii and shapes in stock will expedite your installation schedule. PermaCurb provides a durable, consistent texture that resists abrasion and freeze-thaw cycles.

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 and Armor Vault ) Above or Below Ground Fuel Storage Tanks (Armor Cast Armor Cast and Armor Vault are environmentally safe, secure, and cost-effective containment solutions for all petroleum-based products, solvents, and chemicals. Both systems are comprised of a primary steel tank with a precast concrete lid, high-quality liner, rigid foam insulation, and a high-strength, maintenance-free concrete exterior. The only difference: Armor Cast is for aboveground fuel storage while Armor Vault will cover your below-grade storage needs.

) Retaining Walls (T-Wall The T-Wall retaining wall system provides cost effective and aesthetically pleasing solutions to a wide range of earth retention problems commonly encountered on highway, industrial, commercial, private and public works projects. The key to the system is simplicity... simplicity in design, manufacturing, and installation. Quality construction is assured by the use of precast concrete and the ease of installation. Please inquire as to the availability of architectural finishes and professional services. For other structures, please inquire.

P r e c a s t C o n c r e t e S o l u t i o n s

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THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

DESIGN - GENERAL

www.fortmiller.com

FORT MILLER

The products shown in this catalog represent standard offerings by The Fort Miller Co., Inc. From time to time, jobsite conditions may require special design variations. Fort Miller is pleased to design and cast modifications of these standard items for special use providing that accepted structural requirements are met. Although the drawings and specifications listed here accurately describe our products at this time, changes in the standard design may become necessary or desirable for a number of reasons. These include code changes, manufacturing and quality dictated changes. In addition, we are constantly improving our technology to provide the user with "state of the art" products. Fort Miller will make every effort to inform the user of any changes in product design in a timely manner to minimize any inconvenience. Periodically, we will issue updated sheets for you to insert in the appropriate section. Finally, please note that Fort Miller is not limited to the manufacture of standard products. We routinely offer specially designed products that are limited only by transportation considerations. Because of the uniqueness of these items and their specialized applications, we are unable to effectively show the complete product range in this catalog. Fort Miller takes pride in being able to produce any item that could otherwise be cast-in-place, with transportation limitations being our only constraint. Should you have special requirements, please take advantage of our innovative engineering and experienced production capabilities to help you develop solutions.

References herein to design capabilities provided by The Fort Miller Co., Inc. shall mean recommendations for design to be made to an independent, licensed, professional engineer for his/her consideration in final design. The Fort Miller Co., Inc. is not a professionally licensed corporation authorized to provide engineering or architectural services under the licensing provisions of Article 145 of the New York State Education Law.

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THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

STRUCTURAL DESIGN

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FORT MILLER

STRUCTURAL DESIGN - GENERAL A standard design is provided for all products manufactured by The Fort Miller Co., Inc. that meet certain standard design criteria. It is important for the specifier or the user of the product to understand those criteria. Fort Miller makes every effort to ensure its products are used properly, but it is ultimately the responsibility of the specifier or user to make sure that the imposed loads do not exceed those set by our standard criteria. This section of the catalog shows the seven design cases that summarize the concepts and criteria used in the design of our products. In addition, a table of maximum section depths (Table D-1, The Maximum Depth of Section Table, page A-10) shows the maximum allowable loading (depth) provided for by the standard design. Should your application differ from what is shown, please consult us. We can probably either revise the standard design or design a custom structure to meet your specific situation. Non-Traffic Loadings Non-traffic loads include dead loads-structure weight, earth cover and lateral pressure created by the earth and groundwater-plus live loads such as pedestrian traffic or machinery on or above the structure. The dead and live loads used in the design of our standard products are given in the design criteria section. Traffic Loadings The traffic loads applied in our designs are as set forth in the latest edition of the American Association of State Highway and Transportation Officials (AASHTO). The most common traffic design load used is for an H20-44 Truck and is considered in addition to any dead loads as described in the Non-Traffic Loading section. Openings Inherent in the use of underground structures are openings that provide access from the top, bottom or sides. These openings may decrease the structural capacity of a structure. Catalog sheets generally show "normal" openings around which extra reinforcement has been added as structural compensation. If larger openings are required, please consult our engineering department for information about adequate structural compensation. Buoyancy Underground structures installed in areas with high water tables may tend to float. The Fort Miller Co., Inc. is not responsible for site evaluation of water conditions as they relate to the stability of the structure. It is therefore incumbent upon the project engineer, specifier or user to check for possible buoyant conditions. 6/02

A-2

ACAD DWG: A2

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

DESIGN CRITERIA

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FORT MILLER

Design Cases 1 - 5 Where Applicable Loads: Unit Weight of Earth Angle of Internal Friction Unit Weight of Water Concrete Unit Weight Non-Traffic Live Load

120 pcf 30 Degrees 62.4 pcf 150 pcf 300 psf

Materials: Cement Sand Stone Steel Bar Reinforcement Wire Mesh Concrete Strength Entrained Air

ASTM C150, Types 1, 2, 3, 6 NYSDOT Materials Spec. #703-07 NYSDOT Materials Spec. #703-02 Size 1 ASTM A615, Grade 60 ASTM A185, Plain 4,000 psi 5% min.

Design Methods: Reinforced Concrete Lateral Earth Pressure

Ultimate Strength Design Rankine Theory

Pertinent Specifications: (all cases where applicable) AASHTO ACI NYSDOT ASTM

6/02

American Concrete Institute New York State Department of Transportation American Society for Testing and Materials

A-3

ACAD DWG: A3

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DESIGN CASES

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FORT MILLER

Case 1 - Round Structures General Round structures are unique in that under normal loading conditions (when the structure is below grade) the lateral forces acting on the wall surface create only compression stresses in the concrete wall. Since concrete is strong in compression, round structures are very efficient to use underground. However when a large differential in lateral pressure on opposite sides of the structure occurs, tensile stresses may be realized. While normal traffic (e.g. AASHTO H20-44) does not create significant pressure differential, other loadings, such as buildings or railroad traffic, may cause large differentials. In such cases, a special design should be prepared. The top slab, bottom slab, cone, cover and cover-start ring are the components that require the greatest attention. Standard designs are provided for the cases illustrated on Sheet A-5 and listed below. For loadings other than these, a special design that accounts for the unique conditions will be necessary.

Case Descriptions: Case 1A - Underground Round Structure - Non-Traffic Loading Case 1B - Underground Round Structure with Flat Slab Top - Traffic Loading Case 1C - Underground Round Structure with Cone - Traffic Loading Case 1D - Underground Round Structure with Cover Start-Ring - Traffic loading

6/02

A-4

ACAD DWG: A4

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DESIGN CASES(cont.)

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FORT MILLER

AASHTO H20-44 Live Load

0'-2' max.

0'-2' max.

300 psf LIVE LOAD

10'-0"

10'-0" 12'-0"

*

DESIGN CASE 1A, NON-TRAFFIC

AASHTO H20-44 Live Load

*

20'-0"

DESIGN CASE 1B, TRAFFIC

AASHTO H20-44 Live Load

0'-2' max.

0'-2' max.

*

6'-0" MAX. 10'-0"

10'-0"

*

*

20'-0"

20'-0"

DESIGN CASE 1C, NON-TRAFFIC

DESIGN CASE 1D, TRAFFIC

* NOTE: CAN BE DEEPER WITH ADDITIONAL REINFORCEMENT OR THICKNESS. CONSULT 6/02

ENGINEERING. REFER TO DESIGN SHEETS FOR MAXIMUM PLACEMENT DEPTH. A-5

ACAD DWG: A5

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DESIGN CASES(cont.)

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FORT MILLER

General Table D-1, the Maximum Depth of Structure table, includes all the standard structures covered under Design Cases 2 through 5. The table summarizes the maximum depth that each standard structure may be placed below finished grade for the appropriate design case. For greater depths, a special design may be required. The depths listed for the integral top and lowest intermediate section are taken at the lowest point in the section. The integral base depth is taken at the top of the base slab. The diagrams on the opposing page illustrate the design cases. The maximum depth of earth cover is taken from finished grade to the top of concrete. In some instances, the roof slab (either integral or flat slab) may be able to be placed considerably deeper without alteration. Please consult our engineering department if

Case Descriptions: Case 2- Underground Square and Rectangular Structures Flat Slab Roof- Traffic Loading Case 3- Underground Square and Rectangular Structures Integral Roof- Traffic Loading Case 4- Underground Square and Rectangular Structures Flat Slab Roof- Non-Traffic Loading Case 5- Underground Square and Rectangular Structures Integral Roof- Non-Traffic Loading

6/02

A-6

ACAD DWG: A6

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DESIGN CASES(cont.)

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FORT MILLER

AASHTO H20-44 Live Load

FLAT TOP 10'-0" INTERMEDIATE

MAX. DEPTH TO TOP OF BASE

MAX. DEPTH OF INTERMEDIATE

MAX. EARTH COVER

INTEGRAL BASE

DESIGN CASE 2, TRAFFIC

AASHTO H20-44 Live Load

MAX. DEPTH

MAX. DEPTH TO TOP OF BASE

INTERMEDIATE

OF INTERMEDIATE

INTEGRAL TOP

OF INTEGRAL TOP

10'-0"

MAX. DEPTH

MAX. EARTH COVER

INTEGRAL BASE

DESIGN CASE 3, TRAFFIC

6/02

A-7

ACAD DWG: A7

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DESIGN CASES(cont.)

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FORT MILLER

300 psf LIVE LOAD

MAX. EARTH COVER

10'-0" INTEGRAL BASE

TOP OF BASE

MAX. DEPTH TO

FLAT TOP

DESIGN CASE 4, NON-TRAFFIC

10'-0"

INTEGRAL BASE

MAX. DEPTH TO TOP OF BASE

INTEGRAL TOP

MAX. EARTH COVER

MAX. DEPTH OF INTEGRAL TOP

300 psf LIVE LOAD

DESIGN CASE 5, NON-TRAFFIC

6/02

A-8

ACAD DWG: A8

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

Table D-1 Maximum Section Depths

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Structure

Page No.

Design Case

Earth Integral Cover Top

Section

Integral Base

NA NA 5'- 6" 4'- 1" 4'- 11" 4'- 1" 5'- 1" 5'- 6" NA NA

NA NA NA NA NA NA NA NA NA NA

7'- 2" 7'- 2" 8'- 5" 6'- 11" 7'- 9" 7'- 5" 8'- 5" 8'- 6" 9'- 0" 9'- 0"

6'- 11"

8'- 11"

13'- 2"

NA NA NA 4'- 8" 5'- 8" 5'- 10" 4'- 8" 6'- 2" 5'- 6" 6'- 6" 6'- 8" 6'- 11"

NA NA NA NA NA NA NA NA NA NA NA 8'- 11"

7'- 2" 7’- 2” 7'- 2” 7'- 5" 8’- 7” 9'- 2" 9'- 2" 9'- 8" 8'- 10" 9'- 10" 10'- 11" 13'- 4"

NA 4'- 5" 4'- 8" 6'- 2" 5'- 6"

NA NA NA NA NA

5'- 10" 8'- 2" 8'- 5" 9'- 5" 9'- 11"

Septic Tanks 1000 Gal. Seamless 1250 Gal. Seamless 1000 Gal. Heavy Duty 1200 Gal. Heavy Duty 1500 Gal. Heavy Duty 2000 Gal. Heavy Duty 2500 Gal. Heavy Duty 3000-4000 Gal. H.D. 4500-8000 Gal. H.D. 8500-10,500 Gal. H.D.

B-1 B-1 B-2 B-3 B-3 B-3 B-3 B-4 B-5 B-6

3000-8000 Gal.

B-8

750 Gallon Seamless 1000 Gallon Seamless 1250 Gallon Seamless 750 Gal. Heavy Duty 1000 Gal. Heavy Duty 1200 Gal. Heavy Duty 1500 Gal. Heavy Duty 2000 Gal. Heavy Duty 2500 Gal. Heavy Duty 3000 Gal. Heavy Duty 3500-5500 Gal. H.D. 6000-8000 Gal. H.D.

B-29 B-29 B-29 B-30 B-30 B-30 B-31 B-31 B-31 B-31 B-32 B-33

470 Gallon 1000 Gallon 1500 Gallon 2000 Gallon 2500 Gallon

B-17 B-18 B-19 B-19 B-19

4 4 3 3 3 3 3 3 2 2

2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0"

Holding Tanks 3

2'- 0"

Grease Traps 4 4 4 3 3 3 3 3 3 3 3 3

2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0"

Chlorine Contact Tanks

6/02

4 3 3 3 3

2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0"

A-9

ACAD DWG: A9

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

Table D-1(cont.) Maximum Section Depths

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FORT MILLER

Structure

Page No.

Design Case

Earth Integral Cover Top

Section

Integral Base

Dosing Tanks A-1 Style A-2 Style B- Style C- Style D- Style E- Style G- Style

B-21 B-22 B-23 B-24 B-25 B-26 B-27

#1 #2 #3 #4

B-9 B-10 B-11 B-12

2 2 2 2 2 2 2

2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0"

NA NA NA NA NA NA NA

NA NA NA NA NA NA NA

5'- 8" 5'- 8" 6'- 9" 6'- 9" 6'- 9" 6'- 9" 6'- 9"

2'- 0" 2'- 0" 2'- 0" 2'- 0"

NA NA NA NA

NA NA NA NA

2'- 11" 2'- 11" 3'- 9" 4'- 0"

3'- 0" 3'- 0" 3'- 0" 3'- 0" 3'- 0" 2'- 0" NA

NA NA NA NA NA NA NA

15'- 5" 15'- 5" 13'- 6" 15'- 6" 13'- 6" 21'- 0" NA

18'- 5" 18'- 5" 15'- 6" 18'- 5" 15'- 6" 21'- 0" NA

6'- 2" 6'- 2" 6'- 2" 6'- 2" 6'- 2" 6'- 2" 6'- 2" 6'- 2" 6'- 11"

9'- 2" 9'- 2" 9'- 2" 9'- 2" 9'- 2" 9'- 2" 9'- 2" 9'- 2" 8'- 11"

12'- 8" 12'- 8" 12'- 8" 12'- 8" 12'- 8" 12'- 8" 12'- 8" 12'- 8" 13'- 2"

Distribution Boxes 4 2 2 2

Catch Basins 2'- 0" x 2'- 0" 2'- 6" x 2'- 6" 2'- 6" x 4'- 0" 3'- 0" x 3'- 0" 3'- 6" x 4'- 0" DOT Catch Basins Transverse Drainage Interceptor

B-53, B-54 B-57 B-57 B-57 B-58, B-59 B-60

2 2 2 2 2 2 2

Square and Rectangular Structures 4'- 0" x 4'- 0" 4'- 0" x 6'- 0" 5'- 0" x 5'- 0" 5'- 0" x 7'- 0" 5'- 0" x 10'- 0" 6'- 0" x 8'- 0" 6'- 0" x 10'- 0" 6'- 0" x 12'- 0" 7'- 0" x 16'- 0"

6/02

B-61 B-61 B-61 B-61 B-61 B-61 B-61 B-61 B-62

3 3 3 3 3 3 3 3 3

2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0" 2'- 0"

A-10

ACAD DWG: A10

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

1000 and 1250 GALLON SEAMLESS SEPTIC TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

18"Ø OPENING (TYPICAL) W/ 24"Ø PRECAST CAP 2'-0" 3"

4" PRECAST CAP, (2) REQ'D. WGT: 120 LBS.

5'-021"

5'-3" 1250 GAL

1000 GAL

3" 2'-0" 11"

5'-6"

7"

4'-9" 5'-2"

8'-821" 1000 GAL

4'-6" 4'-0" LIQUID LEVEL

10'-2" 1250 GAL

4"

NOTES: BAFFLES ARE 2"THICK x 24"HIGH 4"Ø HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. CONFORMS TO CURRENT NYSDEC REGULATIONS DESIGN CASE 4 (NON-TRAFFIC) TANK WEIGHTS, LBS SIZE GALLONS TOP SLAB BOTTOM* TOTAL 1000 2160 7610 9770 1250 2660 8820 11,480 *INCLUDES BAFFLE 6/02

B-1

ACAD DWG: B1

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

1000 GALLON HEAVY DUTY SEPTIC TANK

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

2'-10"

4"

PRECAST CAP, (2) REQ'D. WGT: 310 LBS. 24"Ø OPENING (TYPICAL) W/ 34"Ø PRECAST CAP CL 6"

5'-10"

5'-7" 4" 5'-0" LIQUID LEVEL

5"

8'-2" 4'-3" NOTES: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR 4"Ø HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. THERE ARE INLET KNOCKOUTS ON THREE SIDES FOR 4"Ø PIPE. DESIGN CASE 3 (TRAFFIC)

SIZE GALLONS 1000 6/02

TANK WEIGHT, LBS OUTLET OUTSIDE LIQUID INLET HEIGHT TANK TOP BOTTOM* TOTAL LEVEL 'L' HEIGHT 'I' 'O' HEIGHT SECTION SECTION WEIGHT 5'-0"

5'-10"

5'-7"

B-2

6'-10"

6120

5600

11,720 ACAD DWG: B2

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FORT MILLER

1200 to 2500 GALLON HEAVY DUTY SEPTIC TANK

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

18" (TYP)

24"Ø OPENING (TYPICAL)

8"

'I' TYPICAL FOR ALL (3) INLETS

18" 6" X 18" OPENING SEE CHART 'O'

6"

'L'

6"

11'-0" 1200-1500 GAL. 6'-0" 1200-1500 GAL.

13'-0" 2000-2500 GAL.

42"

7'-0" 2000-2500 GAL. 48"

CL SLIDE-IN BAFFLE

NOTES: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR INLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE ON THREE SIDES. DESIGN CASE 3 (TRAFFIC)

SIZE OUTSIDE GALLONS HEIGHT 1200 1500 2000 2500 6/02

5'-5" 6'-3" 5'-11" 6'-11"

LIQUID LEVEL 'L'

INLET HEIGHT 'I'

OUTLET HEIGHT 'O'

3'-3" 4'-1" 3'-9" 4'-9"

4'-3" 5'-1" 4'-9" 5'-9"

4'-0" 4'-10" 4'-6" 5'-6" B-3

TANK WEIGHT, LBS TOP BOTTOM BAFFLE TOTAL SECTION SECTION WEIGHT WEIGHT 10,000 11,740 22,700 960 12,000 11,740 24,915 1175 13,140 16,320 30,760 1300 16,000 16,320 33,925 1605 ACAD DWG: B3

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

3000 to 4000 GALLON HEAVY DUTY SEPTIC TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

18" TYPICAL

24"Ø OPENING (TYPICAL)

18"

4'-4"

8"

'I' TYPICAL FOR ALL (3) INLETS

6" MONOLITHIC BAFFLE

SEE CHART

'L'

'O' 6"

6"

17'-0" 8'-0" 5'-10"

CL BAFFLE

NOTES: INLET & OULET TEES SUPPLIED BY CONTRACTOR. INLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE ON THREE SIDES. DESIGN CASE 3 (TRAFFIC)

6/02

SIZE GALLONS

LIQUID LEVEL 'L'

INLET HEIGHT 'I'

3000 3500 4000

4'-0" 4'-3" 5'-0"

5'-1" 5'-4" 5'-10"

OUTLET INTEGRAL INTEGRAL OVERALL HEIGHT INTEGRAL INTEGRAL TOP BASE HEIGHT BASE TOP (LBS) (LBS) 'O' HEIGHT HEIGHT INSIDE OUTSIDE 4'-10" 5'-1" 5'-10"

2'-0" 2'-3" 3'-0" B-4

3'-0" 3'-0" 3'-0"

5'-0" 5'-3" 6'-0"

6'-2" 6'-5" 7'-2"

21,600 22,600 25,800

22,200 22,200 22,200 ACAD DWG: B4

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

4500 to 8000 GALLON HEAVY DUTY SEPTIC TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

SEPARATE SLIDE-IN BAFFLE w/ 10"x24" OPENING 5 21" THICK

24"Ø OPENING (TYPICAL) 5'-7" TYPICAL ALL INLETS

20"

OUTSIDE HEIGHT 5'-4"

5'-0" LIQUID LEVEL

10"

24" 6" 40"

'L' CL BAFFLE 'W' 'A' NOTES: INLET & OUTLET KNOCKOUTS TO ACCOMODATE 6"Ø & 8"Ø PIPE. PIPING SHOWN IS NOT INCLUDED WITH TANK. BAFFLE HEIGHT ALLOWS FOR A 421" HIGH VENT OVER ENTIRE WIDTH OF TANK. TANKS CAN BE USED IN SERIES TO ACCOMODATE CAPACITIES BETWEEN 10,500 AND 16,000 GALLONS. DESIGN CASE 2 (TRAFFIC) OUTSIDE OUTSIDE SIZE WIDTH LENGTH OVERALL HEIGHT GALLONS 'W' 'L' OUTSIDE INSIDE 4500 5000 5500 6000 6500 7000 7500 8000 6/02

9'-0" 9'-0" 9'-0" 10'-0" 10'-0" 11'-0" 11'-0" 11'-0"

17'-0" 18'-6" 20'-0" 20'-0" 21'-0" 21'-0" 22'-0" 23'-0"

7'-4" 7'-4" 7'-4" 7'-8" 7'-8" 7'-8" 7'-8" 7'-8"

6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2" 6'-2"

TOP BASE DIST. TO BAFFLE THICKNESS THICKNESS 'R' 'B' 'A' 5'-10" 8" 6" 6'-4" 8" 6" 6'-10" 8" 6" 6'-10" 10" 8" 7'-2" 10" 8" 7'-2" 10" 8" 7'-10" 10" 8" 7'-10" 10" 8" B-5

FLAT TOP SLAB WGT. (LBS)

BASE SECTION WGT. (LBS)

SLIDE-IN BAFFLE WGT. (LBS)

15,400 16,600 18,000 25,000 26,200 28,800 30,200 31,600

34,600 37,000 39,400 46,800 48,800 51,800 53,800 55,800

3400 3400 3400 3800 3800 4200 4200 4200 ACAD DWG: B5

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

8500 to 10,500 GALLON HEAVY DUTY SEPTIC TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 5000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

SEPARATE SLIDE-IN BAFFLE w/ 10"x24" OPENING 5 21" THICK

24"Ø OPENING (TYPICAL) 5'-7" TYPICAL ALL INLETS

20"

OUTSIDE HEIGHT 5'-4"

5'-0" LIQUID LEVEL

10"

24" 6" 40"

'L' CL BAFFLE 'W' 'A' NOTES: INLET & OUTLET KNOCKOUTS TO ACCOMODATE 6"Ø & 8"Ø PIPE. PIPING SHOWN IS NOT INCLUDED WITH TANK. BAFFLE HEIGHT ALLOWS FOR A 421" HIGH VENT OVER ENTIRE WIDTH OF TANK. TANKS CAN BE USED IN SERIES TO ACCOMODATE CAPACITIES BETWEEN 10,500 AND 16,000 GALLONS. DESIGN CASE 2 (TRAFFIC)

OUTSIDE OUTSIDE SIZE WIDTH LENGTH OVERALL HEIGHT GALLONS 'W' 'L' OUTSIDE INSIDE 8500 9000 9500 10,000 10,500 6/02

11'-0 11'-0 12'-0 12'-0 12'-0

24'-6" 26'-0" 25'-0" 26'-0" 27'-0"

7'-8" 7'-8" 7'-8" 7'-8" 7'-6"

6'-2" 6'-2" 6'-2" 6'-2" 6'-0"

TOP BASE DIST. TO BAFFLE THICKNESS THICKNESS 'R' 'B' 'A' 8'-6" 10" 8" 8'-10" 10" 8" 8'-6" 10" 8" 8'-8" 10" 8" 9'-0" 10" 8" B-6

FLAT TOP SLAB WGT. (LBS)

BASE SECTION WGT. (LBS)

SLIDE-IN BAFFLE WGT. (LBS)

34,000 36,000 38,000 40,000 42,000

60,400 62,400 64,000 66,000 68,000

4400 4400 5200 5200 5200 ACAD DWG: B6

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

HORIZONTALLY EXTENDED SEPTIC TANK

CONCRETE: 5000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

CONNECTION AT JOINT SECTION A-A

FILL WITH GROUT AFTER INSTALLATION

A A

INTEGRAL BAFFLE WALL 24'-0" (MIN.) TO 48'-0" (MAX.)

NOTES:

BOLT ON END WALLS

USED FOR SINGLE TANKS IN EXCESS OF 10,500 GALLONS. CONFORMS TO LATEST N.Y.S. D.E.C. SPECIFICATIONS 12'-0"

CAPACITY = 445 GAL./L.F. WITH 5'-0" LIQUID LEVEL. *OTHER SIZES AVAILABLE UPON REQUEST ALL JOINT SEALANTS & WATER TIGHTNESS SHALL BE PROVIDED BY CONTRACTOR OR JOINT SEALANT SPECIALIST. DESIGN CASE 7

60" LIQUID LEVEL

6'-0"

TYPICAL SECTION 6/02

B-7

ACAD DWG: B7

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FORT MILLER

3000 to 8000 GALLON HEAVY DUTY HOLDING TANK

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

8"

18" TYPICAL

24"Ø OPENING (TYPICAL)

SEE CHART

18"

'I' TYPICAL FOR ALL 3 INLETS

'L' 'O'

6" 6"

17'-0" 8'-0" 5'-10" CL OF STRUCTURAL BEAM (REQUIRED IN INTERMEDIATE ONLY) NOTES: INLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE ON THREE SIDES. OUTLET OPENING TO ACCOMODATE 6"Ø PIPE. SPECIAL BUTYL REQUIRED FOR POTABLE WATER (PLEASE INQUIRE) DESIGN CASE 3 (TRAFFIC) ACTUAL LIQUID SIZE CAPACITY LEVEL GALLONS 'L' GALLONS 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000

3299 3508 4136 4484 5184 5603 6021 6440 6859 7487 7906

4'-0" 4'-3" 5'-0" 5'-5" 6'-3" 6'-9" 7'-3" 7'-9" 8'-3" 9'-0" 9'-6"

INTEGRAL INTEGRAL *INTER- TOTAL OVERALL HEIGHT INTEGRAL INT. INTERTOP BASE BASE MEDIATE WEIGHT TOP MEDIATE HEIGHT HEIGHT (LBS) (LBS) (LBS) (LBS) INSIDE OUTSIDE HEIGHT INSIDE INSIDE 20,800 21,000 41,800 2'-0" --3'-0" 5'-0" 6'-2" --21,800 21,000 42,800 2'-3" 3'-0" 5'-3" 6'-5" ----24,400 45,400 21,000 3'-0" 3'-0" 6'-0" --7'-2" --26,200 21,000 47,200 3'-6" --3'-0" 6'-6" 7'-8" --24,400 25,600 50,000 3'-0" --4'-3" 7'-3" 8'-5" --26,200 25,600 51,800 3'-6" 4'-3" 7'-9" 8'-11" ----28,000 25,600 53,600 4'-0" --4'-3" 8'-3" 9'-5" --27,200 21,000 56,600 3'-9" 2'-0" 3'-0" 8'-9" 9'-11" 8400 24,400 58,400 25,600 3'-0" 2'-0" 4'-3" 9'-3" 10'-5" 8400 27,200 25,600 61,200 3'-9" 2'-0" 4'-3" 10'-0" 11'-2" 8400 29,000 25,600 63,000 4'-3" 2'-0" 4'-3" 10'-6" 11'-8" 8400 *INCLUDES WEIGHT OF STRUCTURAL BEAM

6/02

B-8

ACAD DWG: B8

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

#1 DISTRIBUTION BOX (5) OUTLET

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

11" 20"

13"

C L 1" 112

1" 82 INLET

2"

OUTLETS - (5) 4"Ø KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS.

NOTES: OPTIONAL LIQUID LEVELLER PIPE INSERTS (SPEED LEVELERS) AVAILABLE UPON REQUEST. TOP, BOTTOM, AND SIDES ALL 121" THICK. DESIGN CASE 4 (NON-TRAFFIC) SLAB TOP BOTTOM (LBS) (LBS) 28 70 6/02

B-9

TOTAL (LBS) 98 ACAD DWG: B9

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

#2 DISTRIBUTION BOX (8) OUTLET

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

16" 25"

13"

2" 1" 112 821" INLET

NOTES: OPTIONAL LIQUID LEVELLER PIPE INSERTS (SPEED LEVELERS) AVAILABLE UPON REQUEST. TOP, BOTTOM, AND SIDES 1" THICK. ALL 12 DESIGN CASE 2 (TRAFFIC)

6/02

SLAB TOP BOTTOM (LBS) (LBS) 50 144

B-10

OUTLETS - (8) 4"Ø KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS. TOTAL (LBS) 194 ACAD DWG: B10

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

#3 DISTRIBUTION BOX (13) OUTLET

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

12" x 12" I.D. TAPERED HOLE AND PLUG

7"HIGH x 2" THICK INTERIOR BAFFLE

5"

2'-1"

3"

2" SUMP

1'-8"

CL

4"

11"

4'-0"

OUTLETS (13) 4"Ø KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS.

2'-2"

NOTES: OPTIONAL LIQUID LEVELLER PIPE INSERTS (SPEED LEVELERS) AVAILABLE UPON REQUEST. WALL THICKNESS IS 3" AT TOP AND TAPERS TO 4" AT THE BOTTOM. DESIGN CASE 2 (TRAFFIC) WEIGHTS, LBS

6/02

TOP SLAB

BOTTOM

TOTAL

510

1030

1540

B-11

ACAD DWG: B11

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

#4 DISTRIBUTION BOX (20) OUTLET

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

24"Ø OPENING

6"

12"

2'-5"

4"

CL

2" SUMP

1'-11"

C 16" L

9"

5"

8'-2"

OUTLETS (20) 4"Ø KNOCKOUTS WITH HIGH DENSITY POLYETHYLENE PIPE SEALS.

4'-3"

NOTES: OPTIONAL LIQUID LEVELLER PIPE INSERTS (SPEED LEVELERS) AVAILABLE UPON REQUEST. 1 TOP THICKNESS IS 6" AND BOTTOM THICKNESS IS 42". DESIGN CASE 2 (TRAFFIC). WEIGHTS, LBS

6/02

TOP SLAB

BOTTOM

TOTAL

2400

3267

5667

B-12

ACAD DWG: B12

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

4'-0" I.D. WELL CASING

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

18"Ø OPENING

24"Ø OPENING

4"

8"

FLAT JOINT (TYP.)

2'-8"

2'-8"

2'-8"

2'-8"

3"

4'-0"

3"

4'-0"

221" 5"

DESIGN CASE 1A (NON-TRAFFIC)

DESIGN CASE 1B (TRAFFIC)

WEIGHTS, LBS TOP SLAB RISER SECTION BASE SLAB 1337 998 1127

WEIGHTS, LBS TOP SLAB RISER SECTION 596 1337

6/02

B-13

ACAD DWG: B13

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

4'-0" I.D. DRY WELL

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

4" NON-TRAFFIC OR 8" TRAFFIC

2'-8"

FLAT JOINTS (TYP.) 121" SQUARE x 5" SQUARE TAPERED HOLES (16 HOLES PER 2'-8" HIGH SECTION)

2'-8"

3"

3"

4'-0"

NOTES: FOOTING REQUIRED FOR TRAFFIC DESIGN. DESIGN CASE 1A (NON-TRAFFIC) DESIGN CASE 1B WITH 12' MAX DEPTH. (TRAFFIC)

8"

12"

3'-3"

12"

5'-3"

WEIGHTS, LBS 4" FLAT TOP SLAB 8" FLAT TOP SLAB PER SECTION 1400 700 1300 6/02

B-14

FOOTING 1400 ACAD DWG: B-14

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

6'-0" I.D. DRY WELL

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

5" NON-TRAFFIC OR 8" TRAFFIC

6"

1'-10" TO INLET

4'-0"

FLAT JOINTS (TYP.)

121" SQUARE x 5" SQUARE TAPERED HOLES (70 HOLES PER 4' HIGH SECTION)

4'-0"

4"

6'-0"

4"

5'-0"

NOTES: FOOTING REQUIRED FOR TRAFFIC DESIGN. DESIGN CASE 1A (NON-TRAFFIC) DESIGN CASE 1B WITH 12' MAX DEPTH. (TRAFFIC) 4"Ø INLET HOLES ARE 13 1/2" PROVIDED.

8"

13 1/2"

7'-3"

WEIGHTS, LBS 5" FLAT TOP SLAB 8" FLAT TOP SLAB EACH SECTION FOOTING 3200 2000 3620 2200 6/02

B-15

ACAD DWG: B15

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

8'-0" O.D. DRY WELL

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

6" NON-TRAFFIC OR 8" TRAFFIC

4"

1'-9" TO INLET

2'-0" 4'-0" OR 5'-0"

FLAT JOINTS (TYP.)

121" SQUARE x 5" SQUARE TAPERED HOLES (108 PER 5' HIGH SECTION) (84 PER 4' HIGH SECTION) (36 PER 2' HIGH SECTION)

2'-0" 4'-0" OR 5'-0"

4"

4" 8'-0"

NOTES: FOOTING REQUIRED FOR TRAFFIC DESIGN. DESIGN CASE 1A (NON-TRAFFIC) DESIGN CASE 1B WITH 12' MAX DEPTH. (TRAFFIC)

8"

12"

6'-8"

12"

8'-8"

WEIGHTS, LBS 6" FLAT TOP SLAB 8" FLAT TOP SLAB RISER/VERT. FT FOOTING 4750 3600 1200 2410 6/02

B-16

ACAD DWG: B16

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

470 GALLON CHLORINE CONTACT TANK

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING (TYPICAL) 4"

2" TYP.

4'-3"

3'-4" 3'-11" 2'-5" 1'-1021"

5"

CL BAFFLE

CL BAFFLE

8'-2"

3'-1" 4'-3"

NOTES: OPENINGS FOR 6"Ø PIPE PROVIDED. PLEASE INQUIRE REGARDING SPECIAL JOINT SEALANT MATERIALS. DESIGN CASE 4 (NON-TRAFFIC) FLAT SLAB BOTOM SECTION TOP (LBS.) INCL. BAFFLES 1740 6940 6/02

B-17

TOTAL (LBS.) 8680 ACAD DWG: B17

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

1000 GALLON CHLORINE CONTACT TANK

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0%

24"Ø OPENING

6"

8"

321"

2'-5"

6'-8"

3'-3"

4'-3"

6"

2'-10"

2'-6" (TYPICAL)

C L SLIDE-IN BAFFLE

3'-6" 11'-0"

6'-0"

C L SLIDE-IN BAFFLE

NOTES: 8"Ø OPENINGS FOR 6"Ø PIPE ARE PROVIDED. PLEASE INQUIRE REGARDING SPECIAL JOINT SEALANT MATERIALS. DESIGN CASE 3 (TRAFFIC)

INT. TOP SECTION (LBS) 10,800

6/02

INT. BOTTOM SECTION INCL. BAFFLES (LBS) 16,075 B-18

TOTAL (LBS) 26,875

ACAD DWG: B18

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

1500 - 2000 - 2500 GALLON CHLORINE CONTACT TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

6"

24"Ø OPENING (TYPICAL)

8" 18" TYPICAL

SEE CHART

6"

'A'

EQ.

321"

'I'

'L'

EQ. 'O'

C L SLIDE-IN 3'-0" (TYPICAL) BAFFLE 13'-0" 7'-0"

C L SLIDE-IN BAFFLE

NOTES: 8"Ø OPENINGS FOR 6"Ø PIPE PROVIDED. PLEASE INQUIRE REGARDING SPECIAL JOINT SEALANT MATERIALS. DESIGN CASE 3 (TRAFFIC)

SIZE GALLONS

LIQUID LEVEL 'L'

1500 2000 2500

3'-1" 4'-1" 5'-1"

INLET OUTLET HEIGHT HEIGHT 'I' 'O' 3'-8" 4'-8" 5'-8"

3'-5" 4'-5" 5'-5"

TANK WEIGHT, LBS INTEGRAL INTEGRAL AIR TOP BASE OUTSIDE DEPTH TOP BOTTOM* TOTAL HEIGHT HEIGHT HEIGHT 'A' SECTION SECTION WEIGHT INSIDE INSIDE 17,399 18,056 35,455 2'-0" 3'-9" 3'-6" 6'-11" 18,764 19,922 38,686 3'-6" 3'-3" 3'-6" 7'-11" 19,431 21,656 41,087 2'-10" 4'-5" 3'-4" 8'-5" *WEIGHT OF BOTTOM SECTION INCLUDES BAFFLES.

6/02

B-19

ACAD DWG: B19

NOTES

B-20

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

A-1 STYLE DOSING TANK

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING 14"

12"Ø TAPERED PLUG

8" 20" (TYP)

HIGH VARIES 30" TO 36" SINGLE CUTOUT AVAILABLE

6"

WATER 5"

DRAW

6"

LOW

F 6" 6" 2'-6"

1'-0" 1'-0" 5'-0"

1'-0" 5'-0"

1'-0" 1'-0"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

2515

1875

1500

SIPHON SIZE 3" 4"

F" 3" 3" B-21

SINGLE SIPHON DRAW DOSE 13" 130 GAL. 17" 170 GAL.

DBL. ALT. SIPHON DRAW DOSE 12" 120 GAL. 16" 160 GAL. ACAD DWG: B21

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

A-2 STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING TYP.

14"

12"Ø TAPERED PLUG

8" 18" (TYP)

HIGH 6" WATER VARIES 5" 30" TO 36"

DRAW

LOW

SINGLE CUTOUT AVAILABLE

6"

F 6"

6"

1'-3"

2'-6" 1'-0" 1'-6" 6'-0"

6'-0"

1'-0" 1'-3"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

3620

2700

1800

SIPHON SIZE 3" 4"

F" 3" 3" B-22

SINGLE SIPHON DRAW DOSE 13" 202 GAL. 17" 265 GAL.

DBL. ALT. SIPHON DRAW DOSE 187 GAL. 12" 16" 249 GAL. ACAD DWG: B22

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

B - STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 12"Ø TAPERED PLUG

14"

8" 24" (TYP)

20" (TYP)

24"Ø OPENING (TYP) 6" 16" HIGH

9"

DRAW

VARIES 31" TO 49"

8"

LOW F SINGLE CUTOUT AVAILABLE

6" 1'-6"

2'-6" 1'-0" 3'-0"

6'-0" 1'-0"

8'-0"

1'-6" NOTES: DESIGN CASE 2 (TRAFFIC)

TOP SLAB (LBS) 4800 6/02

BOTTOM SLAB (LBS) 3600

SIDEWALL PER FOOT (LBS) 1960

SIPHON SIZE 3" 4" 5" 6" B-23

F" 3" 3" 3" 4"

SINGLE SIPHON DRAW DOSE 13" 283 GAL. 372 GAL. 17" 23" 503 GAL. 30" 656 GAL.

DBL. ALT. SIPHON DRAW DOSE 12" 262 GAL. 16" 350 GAL. 22" 480 GAL. 28" 612 GAL. ACAD DWG: B23

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

C - STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

14"

24"Ø OPENING

12"Ø TAPERED PLUG

8" 24" (TYP) 20" (TYP)

HIGH 16"

9"

LOW DRAW VARIES 31" TO 49"

8" SINGLE CUTOUT AVAILABLE

F

6" 6"

2'-6" 1'-6" 1'-0"

9'-0" 2'-0"

7'-0"

1'-0" 1'-6"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

6300

4720

2260

SIPHON SIZE 3" 4" 5" 6"

F" 3" 3" 3" 4" B-24

SINGLE SIPHON DRAW DOSE 13" 388 GAL. 17" 510 GAL. 23" 689 GAL. 30" 898 GAL.

DBL. ALT. SIPHON DRAW DOSE 12" 359 GAL. 16" 477 GAL. 22" 657 GAL. 28" 837 GAL. ACAD DWG: B24

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

D - STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING

14"

12"Ø TAPERED PLUG

8"

20" (TYP)

24" (TYP)

16" HIGH DRAW

6" 9"

LOW F

VARIES 31" TO 49"

8" SINGLE CUTOUT AVAILABLE

6" 1'-6" 1'-0"

2'-6"

6'-0" 11'-0"

7'-0"

1'-0" 1'-6" NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

7700

5780

2560

SIPHON SIZE 3" 4" 5" 6" B-25

F" 3" 3" 3" 4"

SINGLE SIPHON DRAW DOSE 13" 486 GAL. 17" 639 GAL. 23" 864 GAL. 30" 1125 GAL.

DBL. ALT. SIPHON DRAW DOSE 12" 450 GAL. 16" 599 GAL. 22" 824 GAL. 28" 1089 GAL. ACAD DWG: B25

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

E - STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING (TYP.)

14"

12"Ø TAPERED PLUG

8" 24" (TYP)

20" (TYP)

16" DRAW

H HIG W LO

6"

F

9" 8" SINGLE CUTOUT AVAILABLE

VARIES 31" TO 49"

1'-6" 1'-0"

6"

2'-6" 8'-0" 13'-0" 7'-0" 1'-0" 1'-6" NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

9100

6820

2860

SIPHON SIZE 3" 4" 5" 6" B-26

F" 3" 3" 3" 4"

SINGLE SIPHON DRAW DOSE 13" 584 GAL. 17" 765 GAL. 23" 1035 GAL. 30" 1350 GAL.

DBL. ALT. SIPHON DRAW DOSE 12" 539 GAL. 16" 718 GAL. 22" 990 GAL. 28" 1262 GAL. ACAD DWG: B26

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

G - STYLE DOSING TANK

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

14" 12"Ø TAPERED PLUG 24"Ø OPENING

8" 24" (TYP)

20" (TYP)

16" 9" DRAW

F

6" VARIES 31" TO 8" 49"

SINGLE CUTOUT AVAILABLE.

HIGH 6" LOW

17'-0"

1'-6"

2'-6" 1'-0" 3'-0" 8'-0" 1'-0" 1'-6"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

TOP SLAB (LBS)

BOTTOM SLAB (LBS)

SIDEWALL PER FOOT (LBS)

13,600

10,200

3600

SIPHON SIZE 3" 4" 5" 6" B-27

F" 3" 3" 3" 4"

SINGLE SIPHON DRAW DOSE 907 GAL. 13" 1193 GAL. 17" 1613 GAL. 23" 2100 GAL. 30"

DBL. ALT. SIPHON DRAW DOSE 12" 840 GAL. 16" 1117 GAL. 22" 1538 GAL. 29" 2033 GAL. ACAD DWG: B27

NOTES

B-28

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

750-1000-1250 GALLON SEAMLESS GREASE TRAP

PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

2'-0" 3"

18" TYPICAL

18"Ø OPENING (TYPICAL) W/ 24"Ø PRECAST CAP

PRECAST CAP, (2) REQ'D. WGT: 120 LBS.

4" 5'-3" 1250 GAL

5'-021" 1000 GAL 4'-5" 750 GAL.

3" 5'-6" 7"

4'-9" 5'-2"

4'-6" 7'-11" 750 GAL.

4'-0" LIQUID LEVEL

8'-821" 1000 GAL

10'-2" 1250 GAL

4" NOTES: 4"Ø HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. FUEL AND OIL RESISTANT GREY BUTYL (CS-440 OR EQUAL) REQUIRED ON ALL GREASE TRAPS. INLET & OTLET TEES SUPPLIED BY CONTRACTOR NO BAFFLES INCLUDED DESIGN CASE 4 (NON-TRAFFIC)

6/02

TANK SIZE

WEIGHTS, LBS

GALLONS TOP SLAB BOTTOM 750 1760 6340 1000 2180 7360 1250 2660 8460

B-29

TOTAL 8100 9540 11,120 ACAD DWG: B29

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

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FORT MILLER

750 -1000 -1200 GALLON HEAVY DUTY GREASE TRAP

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING (TYPICAL) 6" " 18 ) P (TY

'I' TYPICAL FOR ALL 3 INLETS

'O' 'L'

4"

5"

8'-2" 4'-3"

NOTES: 4"Ø HIGH DENSITY POLYETHYLENE PIPE SEALS PROVIDED AT ALL PIPE CONNECTIONS SHOWN. INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR. FUEL AND OIL RESISTANT GREY BUTYL (CS-440 OR EQUAL) REQUIRED ON ALL GREASE TRAPS. DESIGN CASE 3 (TRAFFIC)

6/02

SIZE GALLONS

LIQUID LEVEL 'L'

INLET HEIGHT 'I'

750 1000 1200

4'-0" 5'-0" 5'-9"

4'-10" 5'-10" 6'-7"

INTEGRAL INTEGRAL OUTLET TOTAL OUTSIDE TOP BASE HEIGHT (LBS) HEIGHT (LBS) (LBS) 'O' 4'-7" 5'-7" 6'-4"

5'-10" 6'-10" 7'-7" B-30

5000 6000 6400

5600 5600 6000

10,600 11,600 12,400 ACAD DWG: B30

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

1500 to 3000 GALLON HEAVY DUTY GREASE TRAP

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

18" TYPICAL 8"

24"Ø OPENING (TYPICAL) C L PIPE

18" TYPICAL

8" 'I' OR 'O'

SEE CHART

521" SLIDE-IN BAFFLE

'L' 12"

6" 6"

11'-0" 1500 & 2000 GAL. 6'-0" 1500 & 2000 GAL. C L KNOCK-OUT 7'-0"

18" (TYPICAL)

13'-0" 2500 & 3000 GAL.

2500 & 3000 GAL.

NOTES: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR. INLET AND OUTLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE. BAFFLE IS SEPARATE SLIDE-IN TYPE. FUEL AND OIL RESISTANT GREY BUTYL IS REQUIRED (CS-440 OR EQUAL). DESIGN CASE 3 (TRAFFIC)

6/02

SIZE GALLONS

LIQUID LEVEL 'L'

INLET HEIGHT 'I'

OUTLET HEIGHT 'O'

1500 2000 2500 3000

4'-6" 6'-0" 5'-2" 6'-2"

5'-6" 7'-0" 6'-2" 7'-2"

5'-3" 6'-9" 5'-11" 6'-11"

INTEGRAL INTEGRAL OVERALL HEIGHT INTEGRAL INTEGRAL BAFFLE TOP BASE TOP BASE (LBS) HEIGHT HEIGHT (LBS) (LBS) INSIDE OUTSIDE INSIDE INSIDE 11,400 13,400 2'-0" 3'-6" 5'-6" 6'-8" 3600 13,400 15,000 3'-6" 3'-6" 7'-0" 8'-2" 4600 17,200 16,400 2'-10" 3'-4" 6'-2" 3200 7'-4" 20,000 16,400 3'-10" 3'-4" 7'-2" 8'-4" 5800

B-31

ACAD DWG: B31

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

3500 to 5500 GALLON HEAVY DUTY GREASE TRAP

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

18" TYPICAL 8"

24"Ø OPENING (TYPICAL) C L PIPE

18" TYPICAL

8" 'I' OR 'O'

SEE CHART

521" SLIDE-IN BAFFLE

'L' 12"

6" 6"

17'-0" C L KNOCK-OUT

8'-0"

18" (TYPICAL)

NOTES: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR. INLET AND OUTLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE. BAFFLE IS SEPARATE SLIDE-IN TYPE. FUEL AND OIL RESISTANT GREY BUTYL IS REQUIRED (CS-440 OR EQUAL). DESIGN CASE 3 (TRAFFIC)

LIQUID INLET OUTLET SIZE LEVEL HEIGHT HEIGHT GALLONS 'L' 'I' 'O' 3500 4000 4500 5000 5500 6/02

4'-6" 5'-3" 5'-9" 6'-6" 7'-3"

5'-6" 6'-3" 6'-9" 7'-6" 8'-3"

5'-3" 6'-0" 6'-6" 7'-3" 8'-0"

INTEGRAL INTEGRAL OVERALL HEIGHT INTEGRAL INTEGRAL BAFFLE TOP BASE TOP BASE WEIGHT HEIGHT HEIGHT (LBS) (LBS) (LBS) INSIDE OUTSIDE INSIDE INSIDE 18,200 25,600 1'-3" 4'-3" 5'-6" 6'-8" 6000 20,800 25,600 2'-0" 4'-3" 6'-3" 7'-5" 6800 22,600 25,600 2'-6" 4'-3" 6'-9" 7'-11" 7400 25,400 25,600 3'-3" 4'-3" 7'-6" 8'-8" 8200 28,000 25,600 4'-0" 4'-3" 8'-3" 9'-5" 9000 B-32

ACAD DWG: B32

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

6000 to 8000 GALLON HEAVY DUTY GREASE TRAP

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% - MEETS ASTM C890 -

24"Ø OPENING (TYPICAL)

8" MONOLITHIC BAFFLE

SEE CHART

6" 5'-10" GAS VENT 18" TYPICAL

C L PIPE

18" C L

'I' TYPICAL ALL INLETS

'L'

'O'

6" 6"

17'-0" 5'-10" C L BAFFLE

8'-0"

NOTES: INLET AND OUTLET TEES SUPPLIED BY CONTRACTOR. INLET AND OUTLET KNOCKOUTS PROVIDED FOR 6"Ø PIPE. BAFFLE IS CAST MONOLITHICALLY WITH EACH SECTION. FUEL AND OIL RESISTANT GREY BUTYL IS REQUIRED (CS-440 OR EQUAL). DESIGN CASE 3 (TRAFFIC)

INTEGRAL LIQUID INLET OUTLET SIZE TOP LEVEL HEIGHT HEIGHT GALLONS HEIGHT 'L' 'I' 'O' INSIDE 6000 7'-8" 8'-8" 8'-5" 2'-3" 6500 8'-2" 9'-2" 8'-11" 2'-9" 7000 8'-8" 9'-8" 9'-5" 3'-3" 7500 9'-5" 10'-5" 10'-2" 4'-0" 8000 9'-8" 10'-8" 10'-5" 4'-3" 6/02

INTER- INTEGRAL OVERALL HEIGHT INTEGRAL INTER- INTEGRAL MEDIATE BASE MEDIATE BASE TOP HEIGHT HEIGHT (LBS) (LBS) (LBS) INSIDE OUTSIDE INSIDE INSIDE 23,000 28,600 2'-0" 4'-5" 8'-8" 9'-10" 8200 25,000 28,600 4'-5" 2'-0" 9'-2" 10'-4" 8200 27,200 28,600 2'-0" 4'-5" 9'-8" 10'-10" 8200 30,200 28,600 2'-0" 4'-5" 10'-5" 8200 11'-7" 31,200 28,600 2'-0" 4'-5" 10'-8" 11'-10" 8200 B-33

ACAD DWG: B33

NOTES

B-34

PRODUCT P R O F I L E

Downstream Defender™ Stormwater Runoff System The Dip Plate Cylinder acts as an oil/floatables baffle. The small footprint of the Downstream Defender makes it an ideal choice wherever stormwater treatment is needed.

The Tangential Inlet Pipe generates rotational flow. As the flow spirals around the vertical axis, sediment settles toward the base, and is swept inward, along the Benching Skirt. Sediment then passes under the center cone into the quiescent storage facility, beneath the vortex chamber.

The Floatables Lid covers the treated effluent in the inner annulus, between the dip plate and center shaft. It isolates the oil/floatables collection zone, between the dip plate and the manhole wall, from the treated effluent.

As the main flow is directed inwards and upwards, the Center Cone provides shelter for stored sediment, preventing re-entrainment.

The Outlet Pipe discharges treated effluent from the inner annulus.

Product Description

THE FORT MILLER CO., INC. P r e c a s t C o n c r e t e S o l u t i o n s

A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com

When rainwater flows over paved surfaces, it washes off a variety of solid and dissolved pollutants, many of which are settleable or floatable (hydrocarbons and trash) or can carry contaminants that must be prevented from reaching receiving waters. The Downstream Defender™ meets the stormwater challenge by maintaining higher removal efficiencies over a wider range of flow rates. Fort Miller’s Downstream Defender is an advanced hydrodynamic vortex separator that augments gravitational forces with rotary and shear forces to separate settleable solids in a smaller land area than conventional sedimentation basins. An oil/floatables trap is incorporated into the same vessel. The result is a compact solution for non-point source pollution prevention. The Downstream Defender can also be used as a pretreatement device before detention systems, mitigating wetlands, swales, filters, or other polishing systems.

Product Features Standard sizes: Custom sizes: Easy to permit: Easy to install: Easy to maintain: No internal restrictions:

Inside diameters of 4’, 6’, 8’, or 10’-6” Diameters up to 40’ for large-flow applications Already approved by regulatory agencies around the world Delivered to site ready for installation and connection Annual cleaning recommended in most situations Low headlosses and reduced risk of blockage

Installation locations include • • • •

New developments • Construction sites Streets and roadways • Parking lots Vehicle maintenance yards • Industrial and commercial facilities Airports, truck stops, shopping malls, restaurants, supermarkets, etc...

Your imagination is our only limitation

B-35 © 6/02

Engineered and proven solutions to your construction opportunities

Visit our website or call us for more information on these and other products available from Fort Miller. Bridge Systems and Related Products: • Inverset™ – precast precompressed composite bridge system • Effideck™ – lightweight precast deck replacement system • HY-SPAN® – three-sided bridge system • Segmental, post-tensioned box girders • Post-tensioned precast deck panels • Bolt-down precast bridge parapets • Precast concrete “Texas Rail” balustrades • Box culverts • Precast, segmental post-tensioned piers

Retaining Wall Systems: • T-Wall™ – precast retaining wall system • Sta-Wal™ – precast bin retaining wall system • Iso-Grid™ – an M.S.E. wall system • Terrastop™ – segmental block wall system • Precast lagging wall panels • Precast concrete wingwalls Erosion Control Products and Systems: • Armormat™ – a precast interlocking revetment and boat ramp system • Sta-Pods™ – precast interlocking slope stabilization units

If overnight, over the weekend, time-sensitive construction work is required, call Fort Miller. Environmental Products: • Armor Cast™ – precast concrete and steel above-ground fuel storage systems • Armor Vault™ – precast concrete and steel below-ground fuel storage systems • Oil-Water Separators • Storm water runoff systems • Grit chambers • Energy dissipaters

THE FORT MILLER CO., INC. P r e c a s t C o n c r e t e S o l u t i o n s

Fort Miller specializes in “Invisible Construction™.”

A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com

Your imagination is our only limitation

Custom Specialty Products: • Super-Slab™ – precast pavement slabs for airports and highways • Precast concrete airport control towers • Jail cells • Lock chamber walls and aprons • Rock catchment barriers • Utility trenches • Custom underground structures for drainage, utilities, etc.

Highway Products: • Median Barriers – Safety shape, Single Slope, Custom • Asymmetrical median barrier • Vari-Wall™ – variable height barrier with footing • Noise Barriers – reflective and absorptive Don’t forget our extensive line of complementary precast products: • Manholes • Precast curb • Light pole bases • Catch basins • Drainage structures B-36 © 6/02

PRODUCT P R O F I L E

PuriSep™ Containment Oil Water Separator

PuriSep Differential Gravity Inclined Plate Separators are designed to simultaneously remove rising and settling particles from their carrier fluid.

Product Description

If your project calls for maximum oil, grease and sediment separation with minimum maintenance, the PuriSep™ Differential Gravity Inclined Plate Separator is your choice. Fort Miller’s PuriSep inclined plate separator works full time. Its self-cleaning parallel plates maintain laminar flow through the separator without plate fouling and without re-entrainment. It separates free oil and grease, as well as total petroleum hydrocarbons, to less than 10 PPM effluent content, and provides better than 99% separation of sediment and heavy solids (all particles are 60 microns or larger). In addition, PuriSep separators maintain these efficiencies for up to 225% of its designed flow rating. These separators do not stop functioning above a certain flow rate, thereby providing full-time environmental protection.

THE FORT MILLER CO., INC. P A FORT MILLER GROUP COMPANY r e c a s t C o n c r e t e S o l u t i o n s

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com

The FRP plates require no cleaning, back flushing with water or chemicals or periodic replacement of filters. The only maintenance is periodic draw-off of accumulated oil and sludge. Sludge draw-off is facilitated by perforated laterals on the floor of the tank that are connected to a header and riser. The sludge riser is conveniently located under one of the two manholes while the oil draw-off riser is located under the other. PuriSep separators are easy to install: just excavate, set the tank, install inlet and outlet piping and backfill. No onsite assembly is required and units are available in precast concrete tanks for flows up to 2000 GPM. The plate design permits the use of minimum-sized tanks for each flow rating, thus providing savings in excavation and real estate costs. Because the tanks are concrete, special leak detection and corrosion protection are not required. For more information on the highly efficient PuriSep oil water separator, or to discuss your specific application, call Ed Johnson at The Fort Miller Co., Inc. at (518) 695-5000 or (800) 355-TANK.

Your imagination is our only limitation

B-37 © 6/02

PRODUCT P R O F I L E

PuriSep™: A cost-effective design for a long-term investment. PuriSep plants are designed for: • Simultaneous removal of both rising and settling particles from their carrier fluid • Removal of neutral gravity (non-settling) particles from their carrier fluid • Removal of oil, grit and settleable solids for stormwater treatment • Water clarification in the removal of settleable solids and neutral gravity particles • Combination staged treatment in the sequential removal of rising, settling and/or neutral gravity particles by using dissolved air flotation (DAF)

Strong and Safe

User Friendly

Particle Separation

More than just manufacturing

• Constructed of corrosion-resistant materials • All structural joints are welded for maximum strength • Inside and outside are coated for maximum abrasion and corrosion-resistance • A touch-up kit is provided to repair mars or scratches • Flow distribution and collection networks provide for pressure drops and resulting flow distribution • Separator removable for maintenance and inspection • Storage space below separator for separated and settled sludge for collection and removal

THE FORT MILLER CO., INC. P r e c a s t C o n c r e t e S o l u t i o n s

A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com

✔ ✔ ✔ ✔ ✔ ✔

• Highly-trained operators not necessary for long-term consistent and effective use • System intentionally oversized to minimize maintenance • Continuous evaluation to provide the best performing particle separation equipment technically possible

Fort Miller will be with you throughout your project by: • Manufacturing the vault • Providing vault access • Providing technical assistance during installation • Conducting necessary performance testing

Satisfied PuriSep Users: US Navy ✔ US Army Boeing Company ✔ City of Los Angeles US DOT ✔ City of Honolulu City of Seattle ✔ PPG Industries Brazos Electric Power ✔ Puget Sound Naval Shipyard Army Marine Corps ✔ Nellis Air Force Base

Visit our website or call for more information on PuriSep Oil Water Separators, our other environmental products, or any of Fort Miller’s other products for bridges, retaining walls, highways, erosion control, or any of our specialty products.

Your imagination is our only limitation

B-38 © 6/02

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

4'-0" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

8"

24"I.D. OR 30" I.D. OPENING

2'-0"

8"

2'-0"

8" 1'-0" COVER 1785 LBS

8"

2'-0"

CONE 2450 LBS

8" 8"

2'-6"

8"

3'-6" 2'-10"

CONE 2987 LBS

5"

4'-0"

CONE 2500 LBS

5" 1'-0" (MIN),

2'-0" (MIN),

5'-0" (MAX)

5'-6" (MAX)

8" BARREL 875 LBS PER FOOT

4" (TYP)

NOTES: DESIGN CASE 1B (TRAFFIC)

BASE UNIT* 875 LBS PER FOOT + 1849 LBS FOR BASE + 140 LBS FOR LIP *SEE SHEET B-50 FOR AVAILABLE BASE OPTIONS 4"

DESIGN CASE 1C (TRAFFIC) SEPARATE BASE 1667 LBS 6/02

B-39

4" ACAD DWG: B39

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

4'-0" I.D. STOCK MANHOLE BASE UNITS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 MEETS ASTM C478 ENTRAINED AIR: 5.5% - 9.5% DESIGN CASE 1B & 1C (TRAFFIC)

4'-0"

8"

2'-0"

PIPE ANGLES AVAILABLE TO BOTH RIGHT AND LEFT ORIENTATIONS

5"

'X' 90 O 105 O 120 O 135 O 150 O 165 O

ALSO AVAILABLE: 2'-0" HIGH BASE WITH NO PIPE OPENINGS WEIGHT, LBS = ± 3600 LBS

POLYPROPYLENE STEPS (TYP.) 'X'

'X'

180°

RIGHT ANGLE ORIENTATION

LEFT ANGLE ORIENTATION

SINGLE HOLE, 16" TO CL OF OPENING.

O

(2) HOLES @ 180

'X' = PIPE ANGLES AVAILABLE, SEE CHART

4'-0"

5" TYP.

NOTES: 3'-0" OUTLET

INLET

TURNOVER BASES HAVE 12"Ø FORMED OPENINGS AND POLYPROPYLENE MANHOLE STEPS ORIENTED AS SHOWN.

17"

THE FORMED OPENINGS ACCEPT 6"Ø OR 8"Ø KOR-N-SEAL FLEXIBLE PIPE TO MANHOLE CONNECTORS CONFORMING TO ASTM C923.

CL PIPE 8"

16"

HEAVIEST PICK: ± 4400 LBS 6/02

B-40

ACAD DWG: B40

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

30" (TYP.) A

POLYPROPYLENE STEPS @ 12" O.C.

12"

B

B

12" A PLAN VIEW

4'-10" 4'-0"

5"

4'-10" 4'-0"

5"

5"

5"

8"

30"Ø TYP. 31"Ø TYP.

2" KNOCKOUT TYP. C L

STEPS @ 12" O.C. 4'-6"

31"Ø TYP. 30"Ø TYP.

2" KNOCKOUT TYP. CL 4'-6"

2'-8" TYP.

2'-8" TYP.

8"

8"

SECTION A-A

SECTION B-B

NOTES: DESIGN CASE 1B (TRAFFIC) DESIGN CASE 1C (TRAFFIC) NOTE: WELDED WIRE FABRIC REINFORCEMENT IS CONTINUOUS THROUGH KNOCKOUTS HEAVIEST PICK: ± 4,720 LBS. 6/02

B-41

ACAD DWG: B41

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER

4'-0" I.D. STOCK KNOCKOUT MANHOLE SECTIONS

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

6"

6"

1'-10"

3'-0"

3'-0"

8"

1'-10"

8"

RISER UNIT 2070 LBS.

BASE UNIT 3460 LBS.

2'-0"

POLYPROPYLENE STEPS @ 12" O.C.

2'-0"

2'-0"

2'-0"

PLAN VIEW CROSS SECTION TYPICAL OF RISER AND BASE UNIT NOTES: DESIGN CASE 1B (TRAFFIC) DESIGN CASE 1C (TRAFFIC)

6/02

B-42

ACAD DWG: B42

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

5'-0" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

4'-0"

5"

5"

24"I.D. OR 30" I.D. OPENING 2'-0"

8" 1'-1" COVER REDUCER 2320 LBS

2722 LBS

8"

2'-0"

8" 8"

2'-6"

8"

4'-0" 3'-0"

CONE

CONE

4540 LBS

6"

3675 LBS

5'-0"

6"

1'-0" MIN.,

2'-0" MIN.,

5'-0" MAX

5'-6" MAX

8" RISER 1296 LBS PER FOOT

5" (TYP)

NOTES:

BASE UNIT* 1296 LBS PER FOOT + 225 LBS FOR LIP + 2842 LBS FOR BASE *SEE SHEET B-50 FOR AVAILABLE BASE SECTIONS

DESIGN CASE 1B (TRAFFIC)

5" 1'-1"

DESIGN CASE 1C (TRAFFIC) SEPARATE BASE 4020 LBS 6/02

B-43

ACAD DWG: B43

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

45" (TYP. FOR 2) A

45"Ø KNOCKOUT

POLYPROPYLENE STEPS @ 12" O.C.

15"

B

B

30"

30"Ø KNOCKOUT 15" A

45"Ø KNOCKOUT PLAN VIEW

6'-0" 5'-0"

6"

6'-0" 5'-0"

6"

6"

6"

8"

46"Ø TYP

2" KNOCKOUT TYP. C L 5'-6" 45"Ø TYP

STEPS @ 12" O.C.

31"Ø TYP. 30"Ø TYP.

2" KNOCKOUT TYP. C L 5'-6"

3'-2" TYP

3'-2"

8"

8"

SECTION A-A

SECTION B-B

NOTES: DESIGN CASE 1B (TRAFFIC) DESIGN CASE 1C (TRAFFIC) NOTE: WELDED WIRE FABRIC REINFORCEMENT IS CONTINUOUS THROUGH KNOCKOUTS HEAVIEST PICK: ± 7,890 LBS. 6/02

B-44

ACAD DWG: B44

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

6'-0" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

24"I.D. OR 30" I.D. OPENING

8"

1'-1"

OPENING AS REQUIRED

COVER 4083 LBS 8" 1'-1" 7'-2"

1'-0"

**PLATFORM 6541 LBS MAX **PLATFORM DESIGN CASE 6

1'-5"

4'-0"

TRANSITION SLAB 4900 LBS

6'-0"

7"

1'-0" 1798 LBS PER FOOT MIN.

7"

8'-0" MAX 5" 1'-1"

RISER

5" TYP.

STEPS @ 12" O.C.

SEPARATE BASE 3800 LBS

1798 LBS PER FOOT + 400 LBS FOR LIP + 8'-0" 4046 LBS FOR BASE MAX NOTES: DESIGN CASE 1B (TRAFFIC)

8"

BASE UNIT* *SEE SHEET B-50 FOR AVAILABLE BASE SECTIONS 6/02

B-45

DESIGN CASE 1C (TRAFFIC)

ACAD DWG: B45

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

6'-6" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

24"I.D. OR 30" I.D. OPENING

8"

1'-1"

COVER 4864 LBS OPENING AS REQUIRED

7'-9"

1'-0"

1'-5"

8" 1'-1"

4'-0"

TRANSITION SLAB *PLATFORM 7164 LBS MAX *PLATFORM DESIGN CASE 6

5310 LBS

721"

6'-6"

721" 1'-0" MIN.

2098 LBS PER FOOT

7'-0" MAX

RISER

5" 5" TYP.

1'-1"

SEPARATE BASE 7729 LBS

2098 LBS PER FOOT + 417 LBS FOR LIP + 4740 LBS FOR BASE

STEPS @ 12" O.C. 7'-0" MAX

8"

BASE UNIT* *SEE SHEET B-50 FOR AVAILABLE BASE SECTIONS 6/02

B-46

NOTES: DESIGN CASE 1B (TRAFFIC) DESIGN CASE 1D (TRAFFIC)

ACAD DWG: B46

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

7'-0" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

24"I.D. OR 30" I.D. OPENING OPENING AS REQUIRED 8"

1'-1"

COVER 5660 LBS

8" 1'-1" 8'-4"

1'-0"

1'-5"

*PLATFORM 8829 LBS MAX *PLATFORM DESIGN CASE 6

4'-0"

TRANSITION SLAB 6480 LBS

8"

7'-0"

8" 1'-0" MIN.

2421 LBS PER FOOT

8'-0" MAX 5"

RISER

1'-1" 5" TYP.

SEPARATE BASE 8155 LBS

STEPS @ 12" O.C. 6'-0" MAX

NOTES: DESIGN CASE 1B (TRAFFIC)

8"

BASE UNIT* *SEE SHEET B-50 FOR AVAILABLE BASE SECTIONS

6/02

2421 LBS PER FOOT + 486 LBS FOR LIP + 5490 LBS FOR BASE

B-47

DESIGN CASE 1D (TRAFFIC)

ACAD DWG: B47

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

8'-0" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% CONCRETE & REINFORCEMENT AS PER ASTM C478

8" 1'-1"

COVER 7419 LBS 9'-6" 1'-0" 1'-5" 4'-0"

TRANSITION SLAB 9400 LBS OPENING AS REQUIRED 8" 1'-1"

5"

*PLATFORM 11474 LBS *PLATFORM DESIGN CASE 6

8"

8'-0"

1'-1"

SEPARATE BASE 10893 LBS

8"

2'-0" MIN.

3092 LBS PER FOOT 8'-0" MAX

RISER 5" TYP.

STEPS @ 12" O.C.

8'-0" MAX

3092 LBS PER FOOT + 612 LBS FOR LIP + 7178 LBS FOR BASE

8"

BASE UNIT* (INTEGRAL BASE, NOT MONOLITHIC) *SEE SHEET B-50 FOR AVAILABLE BASE SECTIONS 6/02

B-48

NOTES: DESIGN CASE 1B (TRAFFIC) DESIGN CASE 1D (TRAFFIC) ACAD DWG: B48

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

10'-6" I.D. MANHOLE SECTIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.5% - 9.5% WALL THICKNESS DOES NOT CONFORM TO ASTM C478, BUT HS-20 LIVE LOADING STILL APPLIES. 24"I.D. OR 30" I.D. OPENING 8" 1'-2"

COVER 11,634 LBS 11'-10" 1'-0" 1'-5" 4'-0"

TRANSITION SLAB 12,500 LBS OPENING AS REQUIRED 5" 8"

1'-2" 1'-1"

*PLATFORM 19,143 LBS *PLATFORM DESIGN CASE 6

8"

10'-6"

SEPARATE BASE 18,387 LBS

8"

2'-0" MIN., 3526 LBS PER FOOT 6'-0" MAX

RISER 6" TYP.

STEPS @ 12" O.C.

6'-0" MAX

3526 LBS PER FOOT + 840 LBS FOR LIP + 11,057 LBS FOR BASE

NOTES: DESIGN CASE 1B (TRAFFIC)

8"

BASE UNIT (INTEGRAL BASE, NOT MONOLITHIC)

DESIGN CASE 1D (TRAFFIC) 6/02

B-49

ACAD DWG: B49

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

MANHOLE BASE DETAIL SHEET

www.fortmiller.com

FORT MILLER

TW

TW

TB

TW

TB STANDARD MONOLITHIC

TB STANDARD MODIFIED MONOLITHIC

TW

STANDARD INTEGRAL

TW 6"*

6"

TB

TB EXTENDED MODIFIED MONOLITHIC

EXTENDED MONOLITHIC

*OTHER SIZES AVAILABLE

MANHOLE BASE TYPE FIELD CONDITIONS, DEPTH OF STRUCTURE, AND EQUIPMENT AVAILABILITY ARE FACTORS TO CONSIDER IN SELECTING THE TYPE OF BASE. PLEASE CONSULT OUR OFFICE FOR DETAILS. ADDITIONAL DETAILS ARE GIVEN ON THE CATALOG PAGES FOR SPECIFIC SIZED MANHOLES.

DIMENSIONS STRUCTURE TW INSIDE DIA. 4'-0" 5" 5'-0" 6" 6'-0" 7" 6'-6" 721" 7'-0" 8" 8'-0" 9" 10'-6" ** 8"

TB* 8" 8" 8" 8" 8" 8" 8"

WEIGHTS, LBS STANDARD STANDARD EXTENDED MODIFIED INTEGRAL MONOLITHIC BASE BASE MONOLITHIC 1841 2638 X X 2827 3849 X X 4058 5269 X X 6013 4717 X X 5477 6870 X X 7124 8703 X X 11046 12993 X X

* INCREASED BASE THICKNESS IS AVAILABLE. ** WALL THICKNESS DOES NOT CONFORM TO ASTM C478. 6/02

B-50

ACAD DWG: B50

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

COMBINATION LIFT STATION

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER

VENT HATCH

HATCH

RISER SECTIONS

TRANSITON SLAB 12" (TYP)

INLET

OUTLET

13" (TYP)

PLATFORM

FILLET (BY CONTRACTOR IN FIELD)

ROUND, SQUARE OR RECTANGULAR SHAPES AVAILABLE, CONSULT OUR OFFICE FOR MORE INFORMATION.

6/02

B-51

ACAD DWG: B51

NOTES

B-52

2'-0" x 2'-0" ID STOCK KNOCKOUT CATCH BASIN

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 (REBAR) ASTM A185 - GRADE 65 (WWF) ENTRAINED AIR: 5.5% - 9.5% -MEETS ASTM C890-

FM JOB NO.: DATE: CONTRACTOR: PROJECT:

ROUND OR SQUARE OPENING AS REQUIRED

CONCRETE TOP SHOWN CAST IRON TOP AVAILABLE 5"

1'-0" OR 2'-0" INTERMEDIATE SECTIONS AVAILABLE

FLAT JOINT

6"

INSIDE HEIGHT KNOCKOUT SIZE 3'-0" 18"x30" 4'-0" 18"x42" 5'-0" 18"x54"

6" H INSIDE HEIGHT (SEE TABLE)

WEIGHTS TOP SLAB BOTTOM SLAB LBS LBS 570 680

18" 6"

3'-0"

PER VF LBS 690

3'-0"

KNOCKOUTS CENTERED ON ALL FOUR WALLS

-GRADE =FINAL -BASE -RISER RIM -INVERT -FRAME -ROOF ADJ. ELEV: HEIGHT: THICK: + SUMP HEIGHT HEIGHT = ADJ. RING MARK#: ELEV:

6/02

B-53

ACAD DWG: B53

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

2'-0" x 2'-0" I.D. CATCH BASIN

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

1'-0" to 4'-0" RISER SECTIONS AVAILABLE

FLAT JOINT (TYP)

SIDEWALL OPENINGS FORMED AS REQUIRED

6"

6'-0" MAX.

6"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

3'-0"

3'-0"

WEIGHTS PER VERT. FT. BOTTOM SLAB LBS. LBS. 675 750 B-54

ACAD DWG: B54

2'-6" x 2'-6" ID STOCK KNOCKOUT CATCH BASIN

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.5% - 9.5% -MEETS ASTM C890-

FM JOB NO.: DATE: CONTRACTOR: PROJECT:

ROUND OR SQUARE OPENING AS REQUIRED

CONCRETE TOP SHOWN CAST IRON TOP AVAILABLE 5"

1'-0" OR 2'-0" INTERMEDIATE SECTIONS AVAILABLE

6"

6" H INSIDE HEIGHT (SEE TABLE)

KNOCKOUT SIZE 24"x24" SQ. 24"x30" 24"x42" 24"x54"

WEIGHTS TOP SLAB BOTTOM SLAB LBS. LBS. 770 920

24" 6"

3'-6"

INSIDE HEIGHT 2'-6" 3'-0" 4'-0" 5'-0"

PER VF LBS. 830

3'-6"

KNOCKOUTS CENTERED ON ALL FOUR WALLS

-GRADE =FINAL -BASE -RISER RIM -INVERT -FRAME -ROOF ADJ. ELEV: HEIGHT: THICK: + SUMP HEIGHT HEIGHT = ADJ. RING MARK#: ELEV:

6/02

B-55

ACAD DWG: B55

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

2'-6" x 2'-6" x 2'-6" ID STOCK CATCH BASIN

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

CONCRETE TOP SHOWN CAST IRON TOP AVAILABLE

OPENING AS REQUIRED

5"

6"

3'-0" THIS UNIT HAS 4 - 24" x 24" KNOCKOUT PANELS CENTERED ON SIDEWALLS. 6"

3'-6"

NOTES: DESIGN CASE 2 (TRAFFIC)

6/02

3'-6"

WEIGHTS FLAT SLAB TOP CATCH BASIN LBS. LBS. 770 2400

B-56

ACAD DWG: B56

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER

2'-6"x 2'-6" I.D. 2'-6"x 4'-0" I.D. 3'-0"x 3'-0" I.D. 3'-6"x 4'-0" I.D. CATCH BASIN

CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890-

SIZE W&L 2'-6" x 2'-6" 2'-6" x 4'-0" 3'-6" x 4'-0" 3'-0" x 3'-0"

OPENINGS CAN BE CAST IN FLAT SLAB AS REQUIRED

TOP SLAB (LBS.) 770 1313 1688 1200

WEIGHTS BOTTOM VERTICAL SLAB FOOT (LBS.) (LBS.) 900 919 1125 1313 1275 1688 1050 1200

ROOF THICKNESS 'T' 5" 6" 6" 6"

'T'

RISER SECTIONS 1'-0" TO 6'-0" AVAILABLE

FLAT JOINT (TYP)

SIDEWALL OPENINGS OR KNOCKOUTS AS REQUIRED

6" 6'-0" MAX.

6"

6" NOTES: DESIGN CASE 2 'W' (TRAFFIC) POLYPROPYLENE STEPS AVAILABLE.

6/02

6" 'L' 6"

6" B-57

ACAD DWG: B57

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

NYSDOT CATCH BASINS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 25 MPa (3626 PSI) REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

ROOF OPENING AS REQUIRED OR FRAME/GRATE CAST IN AS PER SPECIFIC PROJECT SPECIFICATIONS 8"

INTERMEDIATE SECTIONS AVAILABLE WITH JOINT 6" OR 8"

SIDEWALL OPENINGS AS REQUIRED

HEIGHT AS REQ'D.

8"

'W'

'L'

GENERAL NOTES: ABOVE DRAWING IS A REPRESENTATION OF A NYSDOT CATCH BASIN. ALL CATCH BASINS ARE PRODUCED IN CONFORMANCE WITH SECTION 706.04 OF THE N.Y.S. STANDARD SPECIFICATION. WALL THICKNESS (6" OR 8") IS DETERMINED BY OVERALL DEPTH OF STRUCTURE. SEE SHEET B-59 FOR SPECIFIC ENGLISH AND METRIC WIDTH AND LENGTH DIMENSIONS FOR VARIOUS TYPES OF CATCH BASINS.

6/02

B-58

ACAD DWG: B58

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

NYSDOT TYPICAL CATCH BASINS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 25 MPa (3626 PSI) REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

CB TYPE "A" "B" "C" "D" "E" "F" "G" "H" "I" "J" "K" "L" "M" "N" "O" "P" "Q" "R" "S" "T" "U"

6/02

NYSDOT CATCH BASINS METRIC (mm) ENGLISH WIDTH LENGTH WIDTH LENGTH 915 915 3'-0" 3'-0" 1220 915 4'-0" 3'-0" 5'-0" 3'-0" 1525 915 6'-8" 3'-0" 2030 915 3'-0" 4'-0" 915 1220 4'-0" 4'-0" 1220 1220 5'-0" 4'-0" 1525 1220 6'-8" 4'-0" 2030 1220 3'-0" 5'-0" 915 1525 4'-0" 5'-0" 1220 1525 5'-0" 5'-0" 1525 1525 6'-8" 5'-0" 2030 1525 3'-0" 915 6'-8" 2030 4'-0" 6'-8" 1220 2030 5'-0" 1525 6'-8" 2030 6'-8" 2030 6'-8" 2030 2'-10" 3'-0" 865 915 2'-10" 3'-10" 865 1170 815 2'-0" 610 2'-8" 2'-2" 660 3'-6" 1065 965 2'-10" 3'-2" 865

B-59

ACAD DWG: B59

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

PRECAST TRANSVERSE INTERCEPTOR

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 3000 PSI OR 4,000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.5% - 9.5%

8" 321" x 221" x 38" GALVANIZED ANGLE IRON FRAME TO RECIEVE RETICULINE GRATING. NOTE: CAST IRON ANGLE FRAME & GRATING AVAILABLE TOO.

3'-117 8" OR 8'-0"

ENDWALL (AS REQUIRED) WITH PIPE OPENING. 2'-4"

8"

3/4" DIAMETER SLEEVE

8" 1'-6"

TONGUE AND GROOVE JOINT 8"

2'-10"

NOTES: FOR ADDITIONAL INFORMATION SEE NYS DOT STANDARD SHEET 604-1. WEIGHT 625 LBS PER L.F.

6/02

B-60

ACAD DWG: B60

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

SQUARE & RECTANGULAR STRUCTURES

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890, C857-

NOTES: CUSTOM OPENINGS AS REQUIRED. POLYPROPYLENE STEPS AVAILABLE. SEE DESIGN SECTION FOR DESIGN PARAMETERS. EXTENDED BASES AVAILABLE ON SOME SIZES. PLEASE CONSULT OUR OFFICE.

(FLAT SLAB TOP AVAILABLE)

SPECIAL HEIGHT SECTIONS AVAILABLE SUBJECT TO DESIGN CRITERIA & REVIEW. DESIGN CASE 3 (TRAFFIC)

8"

3'-6" MAX.

INTEGRAL TOP SECTION

3'-0"

INTERMEDIATE SECTIONS AS REQUIRED

3'-6" MAX.

6"

INTEGRAL BASE SECTION

6"

INSIDE WIDTH

6/02

TONGUE AND GROOVE OR SHIPLAP JOINTS.

INSIDE LENGTH

WEIGHTS BASE SLAB ROOF SLAB VERT. FT. SIZE (I.D.) (LBS.) (LBS.) (LBS.) WIDTH x LENGTH 1350 4'-0" x 4'-0" 1880 1880

B-61

4'-0" x 6'-0"

2630

3520

1650

5'-0" x 5'-0"

2700

3620

1650

5'-0" x 7'-0"

3600

4825

1950

5'-0" x 10'-0"

4950

6630

2400

6'-0" x 8'-0"

4725

6330

2250

6'-0" x 10'-0"

5775

7740

2550

6'-0" x 12'-0"

6825

9150

2850 ACAD DWG: B61

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

7'-0" x 16'-0" ID RECTANGULAR STRUCTURE

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ENTRAINED AIR: 5.0% - 9.0% -MEETS ASTM C890, C857-

FLAT SLAB TOP AVAILABLE

8"

4'-3" MAX

2'-0" MAX

L RA ON EG CTI T IN SE P TO

4'-5" MAX

NS TIO C E E S ED IAT QUIR D ME RE ER AS T IN L RA ION EGECT T IN E S S BA

6"

6"

17'-0" 8'-0"

CL OF STRUCTURAL BEAM REQUIRED IN INTERMEDIATE ONLY

5'-10" NOTES: DESIGN CASE 2 (TRAFFIC) DESIGN CASE 3 (TRAFFIC) OPENINGS AS REQUIRED

BASE SLAB LBS. 10,200

6/02

WEIGHTS ROOF PER VERTICAL SLAB FOOT LBS. LBS. 13,668 B-62

3,600

ACAD DWG: B62

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871

STOCK GRADE EXTENSIONS

PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

6" ID

6" ID

HEIGHT HEIGHT

0D 8"

I.D.

OD

8"

O.D.

ROUND GRADE EXTENSIONS

2'-0"Ø

WEIGHTS, LBS O.D. HEIGHTS AVAILABLE 2", 4", 6", 8" & 10" 3'-4"Ø

2'-6"Ø

3'-10"Ø

3", 5", 7" & 9"

85

3'-0"Ø

4'-4"Ø

3", 4", 6" & 8"

96

I.D.

LBS./IN 70

SQUARE GRADE EXTENSIONS I.D. 2'-0" x 2'-0" 2'-6" x 2'-6"

WEIGHTS, LBS O.D. HEIGHTS AVAILABLE 2", 4", 6", 8" & 10" 3'-0" x 3'-0" 121", 4", 6" & 8" 3'-6" x 3'-6"

LBS./IN 62 75

NOTES: SOME GRADE EXTENSIONS ARE AVAILABLE IN PALLETIZED QUANTITIES ONLY. QUANTITIES AS FOLLOWS: 121" & 2" THICK @ (6) PER PALLET 3" THICK @ (4) PER PALLET ALL OTHER SIZES ARE AVAILABLE INDIVIDUALLY. DESIGNED FOR AASHTO H-20 LOADING 30% IMPACT SOIL PRESSURE 120 PCF DESIGN CASE 1 (TRAFFIC)

6/02

B-63

ACAD DWG: B63

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

ACCESS EXTENSIONS

www.fortmiller.com

FORT MILLER CONCRETE: 4000 PSI REINFORCEMENT: ASTM A615 - GRADE 60 ASTM A185 - GRADE 65 ENTRAINED AIR: 5.0% - 9.0%

VARIES

5"

I.D.

5"

1'-0" 2'-0" 3'-0" 4'-0"

NOTES: DESIGN CASE 1 (TRAFFIC) SQUARE AND RECTANGULAR ACCESS EXTENSIONS ARE ALSO AVAILABLE. PLEASE CONSULT OUR OFFICE.

I.D. 2'-0" 2'-6" 3'-0"

6/02

WEIGHTS, LBS SLAB WEIGHT SLAB THICKNESS 238 4" 5" 433 6" 570

B-64

LBS./FT 480 578 665

ACAD DWG: B64

THE FORT MILLER CO., INC. PO BOX 98 SCHUYLERVILLE, NY 12871 PHONE: (518) 695-5000 FAX: (518) 695-4970

www.fortmiller.com

FORT MILLER

TYPICAL ACCESS HATCH INSTALLATION DETAILS

NOTE: A VARIETY OF HATCH STYLES AD SIZES CAN BE USED IN SQUARE,RECTANGULAR OR ROUND STRUCTURES. BEFORE WE CAN PREPARE SHOP DRAWINGS, WE MUST HAVE A TECHNICAL DATA SHEET OF THE HATCH SHOWING THE FOLLOWING INFORMATION:

TYPE A TAPER MOUNT

1. TYPE OF MOUNT 2. STEP LOCATION 3. LOCATION OF HATCH IN ROOF SLAB 4. DRAIN LOCATION (IF REQUIRED) 5. HINGE LOCATION & ORIENTATION 6. DESIGN LOADING

TYPE B CURB MOUNT NOTE: SKIRTS FOR HATCHES ARE AVAILABLE UPON REQUEST.

HEIGHT VARIES

VARIES BASED ON HATCH TYPE AND DIMENSIONS

TYPE C RISER/FLUSH MOUNT

6/02

TYPE D FLUSH MOUNT

B-65

ACAD DWG: B65

NOTES

B-66

PRODUCT

Sidewalk Concrete Backing

P R O F I L E

Pavement PermaCurb™.

Perma-curb™

precast concrete curb

2

Bedding

Subgrade

Installation detail of Perma-Curb™.

Product Description

Perma-Curb™ provides an aesthetically pleasing and cost effective alternative to conventional cast-in-place and granite curb. Not only is the linear foot price competitive, but the product can also be installed by a small crew not inhibited by seasonal limitations. The material is produced locally and delivered quickly. A layout drawing can be supplied indicating the piece mark number and location. The wide variety of lengths, radii and shapes in stock will expedite your installation schedule. Perma-Curb™ provides a durable, consistent texture that resists abrasion and freezethaw cycles.

P r e c a s t C o n c r e t e S o l u t i o n s

THE FORT MILLER CO., INC. A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected]

Product Features

Concrete strength 5,000 psi at 28 days Entrained air 5.0% to 9.0% Water cement ratio less than 0.40 Average freeze thaw loss less than 4% No steel reinforcement Smooth form finish Over 500,000 linear feet installed

Web www.fortmiller.com Your imagination is our only limitation

B-67 © 6/02

PRODUCT P R O F I L E

Typical Installation Notes Set and adjust to line and grade on pads of bedding material. Bedding to be dry concrete or gravel. Units should be “backed” with concrete for all radius pieces and 1’-0” on both sides of the joint for straight pieces. Units butt together without mortar, 0” - 3/8” joint allowable. Field cut units as required.

Standard radius units radius (ft)

01.5 02.5 05.0 06.5 07.5 10.0 15.0 20.0 25.0 30.0 35.0 40.0 50.0 60.0 70.0 80.0 90.0

outside # pieces per 1/4 circle radius

inside radius

R1 1/2 R2 1/2 R5 R6 1/2 R7 1/2 R10 R15 R20 R25 R30 R35 R40 R50 R60 R70 R80 R90

IR10 IR15 IR20 IR25 IR30 IR35 IR40 IR50 IR60 IR70 IR80 IR90

5”

Bullnose 1 2 2 3 2 3 4 5 6 7 8 10 12 14 16 18

1/2”

P r e c a s t C o n c r e t e S o l u t i o n s

A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970

0.31 0.52 1.05 1.36 1.57 2.09 3.14 4.19 5.24 6.28 7.33 8.38 10.47 12.57 14.66 16.76 18.75

Standard

8”

THE FORT MILLER CO., INC.

3’-8” 3’-11” 3’-11” 5’-01”0 3’-11” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10” 7’-10”

410 440 440 560 440 875 875 875 875 875 875 875 875 875 875 875 875

ST ANDARD STRAIGHT UNITS STANDARD Unit Mark No. Length Weight (lbs/piece)

Face of Curb (vertical)

Typical Perma-Curb Section

arc length per Approximate degree (inches) Weight (lbs/piece)

Note: For radii greater than 90’-0” use standard straight sections.

1” Batter 6” Reveal

16”

Length

S41111111114’-0”1111111111450

Standard

S61111111116’-0”1111111111675

Standard Drop Type 1 (driveway areas) Driveway Drop Section (1”reveal)

S81111111118’-0”1111111111900 DL1, DR1111107’-6”11111111111820 D41111111114’-0” 111111111330

Drop Type II (handicapped areas) Inside Corner Outside Corner

D811111111 8’-0” 1111111111655 DLII, DRII*11116’-0” 1111 11111675 I8111111111 8’-0” 111111111 900 E81111111118’-0” 111111111 900

*Drop sections Type II can utilize straight and radius sections. 0” reveal in handicap drop section areas with a 1:12 transition slope.

E-mail [email protected] Web www.fortmiller.com Inside Corner Your imagination is our only limitation

Outside Corner B-68

© 6/02

SERVING LOCAL

MARKETS

Customer Satisfaction – Number ONE

T

he Fort Miller Co., Inc. was founded on the belief that customer satisfaction and product quality were paramount to success. Over the years this philosophy has proven itself many times over, elevating The Fort Miller Co, Inc. to be the #1 choice for precast concrete products for local and regional markets. We endeavor to consistently improve our product line, explore new concepts and be the leader throughout the industry. Most significantly, we at The Fort Miller Co., Inc. know our success is based on your success. Listening, designing, providing and servicing have never been taken lightly at our company. These are not only our roots, but also the embodiment of our entire business philosophy. If you’re new to The Fort Miller Co., Inc., Welcome Aboard! We’re looking forward to working with you every step of the way on any project where we may be of service. If you’re an existing customer of ours, we thank you for your support and will do our best to keep YOU number ONE.

THE FORT MILLER CO., INC. P r e c a s t C o n c r e t e S o l u t i o n s

A FORT MILLER GROUP COMPANY

P.O. Box 98 Schuylerville, NY 12871 Tel (518) 695-5000 FAX (518) 695-4970 E-mail [email protected] Web www.fortmiller.com

Your imagination is our only limitation

B-71

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