ISD 2024 Design Guides REVISED 1.10.25.pdf

Design Guides Engineering Department Initial Release: November 2012 Revised: July 2024

Infrastructure Services Division

Section 1.0 ISD Engineering – Design Guide

Rev. 3, 11/2022

Fermi Forward Discovery Group ISD Engineering - Design Guides WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Table of Contents

1 Introduction

2 Civil

2.0 Site Work

2.1 Utilities

3 Architectural

4 Structural

5 Mechanical & Plumbing

6 Fire Protection

6.0 Facility Safety

6.1 Fire Extinguishers

6.2 Fire Alarm

6.3 Fire Suppression – Automatic Sprinkler Systems

6.4 Fire Suppression – Special Gaseous Agent & Fixed Spray Water mist, Deluge

7 Electrical

7.0 General

7.1 Cables and Wires

7.2 Grounding

7.3 Lighting

7.3.1 Lighting Controls

7.4 Low Voltage

7.5 Medium Voltage

7.6 Motors

7.7 Motor Control Centers

7.8 Nominal Voltage and Phase Rotation

7.9 Raceways & Duct Banks

7.10 Receptacles

7.11 Safety Switches

7.12 Switch Boards and Panel Boards

7.13 Transformers

Appendix – Electrical System Naming Convention

8 Sustainability

9 Accessibility

Section 1.0 ISD Engineering – Design Guide

Rev. 3, 11/2022

Fermi Forward Discovery Group ISD Engineering - Design Guides WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

1.0 Introduction

The Infrastructure Services Division (ISD) Design Guide is intended for design professionals to facilitate design and construction of facilities, in accordance with Fermilab Environmental, Safety, and Health (ES&H) Manual Chapter 2001, entitled Environment, Safety, & Health for Projects, Fermilab Directorate’s Policy No. 8 and the Fermilab’s Engineering Manual. The Design Guide was developed in response to issues that have occurred during the design, construction, and operation of Fermilab facilities and is an attempt to avoid historical problems while allowing flexibility for future alterations with a goal of ease of operations and maintenance.

The ISD Design Guide concerns all proposed building, underground enclosures, or facility modifications pertaining to conventional construction design that affects the building components, such as fire protection, mechanical, and electrical systems. In addition, the ISD Design Guide is considered supplementary to the Fermilab ES&H Manual and as such, the Design Professional shall consult first the ES&H Manual for safety considerations. Other Divisions within the laboratory, such as Accelerator, Computing, Neutrino, Particle Physics, and Technical Divisions have developed their own design guides relating to experimental processes, such as flammable gas systems, control wiring, power to magnets and detectors, harmonics, grounding, vacuum systems, beam tubes, heat transfer in magnets, dewars and cryogenics.

The ISD Design Guide does not replace professional design analysis and judgment. The design professional, including the Architectural/Engineering (A/E) consultants are expected to evaluate specific project requirements and boundary conditions in order to develop a design that meets the technical and quality requirement of the client. This includes independent evaluations and if necessary, alternate design concepts that deviate from the ISD Engineering Design Guide. These evaluations should be conducted early in the design/analysis phase and submitted to the Facilities Engineering Service Section promptly for approval.

It is further intended that these design guides represent a sustainable and life cycle cost-effective application of proven systems that provide functional facilities that satisfy the laboratory’s program requirements and are efficient to operate and maintain. Suggestions for improving this design guide should be addressed to the ISD Division Head.

1.1 ISD Design Guide Organization and Use

The ISD Design Guide provides architects, designers, engineers, and technicians with the information for each phase of the civil project, from design through construction, and commissioning. Each design guide is typically outlined: 1.0 Scope (background information), 2.0 Design Criteria, 2.1 Product Materials, and Equipment, and 3.0 Installation, Fabrication, and Construction (expectations of execution) phase, and in some cases, design Typical Sketch Details intended to supplement the design criteria and product information. The applicable codes/standards listed throughout the document implies the current version.

ISD Engineering – Design Guides Civil - Site Work Section 2.0

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 5, 11/2022

Basis of Design

In general, follow the guidelines below when designing and specifying the following scope of work:

excavation, backfilling and compacting, soil erosion and sedimentation control, and landscaping. Unless specifically indicated otherwise, these guidelines are not intended to restrict or replace professional judgment.

1.0 Scope

A. Fermilab is a 6,800 acre national laboratory owned by US Department of Energy.

Stockpiling of excavation materials will be coordinated with the Infrastructure Services Division – Engineering Department. All stockpile locations shall be included in the Erosion Control Plan.

B. Landscape designs shall incorporate native plant species appropriate for Illinois whenever possible and will not introduce invasive species. For a comprehensive list of prohibited invasive plants and preferred alternatives, see Item 2.1.B.

1.1 Applicable Codes/Standards

A. Illinois Urban Manual B. Illinois Department of Transportation Standard Specifications for Road and Bridge construction C. Standard Specifications for Sewer and Water Construction in Illinois D. NPDES General Stormwater Permit For Construction Activities E. Occupational Safety and Health Administration (OSHA) 29 CFR Part 1926 including any successor regulations F. ASTM C136 Standard Test Method for Sieve Analysis of Fine and Corse Aggregates G. ASTM D698 & D1157 Test Method for Laboratory Compaction Characteristics of Soil

Using Standard Effort & Modified Soil H. ASTM D4253 Maximum Index Density and Unit Weights of Soils Using Vibratory Table I. Fermilab’s ES&H Manual (FESHM) o Chapter 8011, Monitoring Wells o Chapter 8012, Sedimentation and Erosion Control Planning

1.2 Related Sections

A. Infrastructure Services Division Design Guide – Civil Utilities & Electrical Raceway B. Infrastructure Services Division Design Guide – Structural

1.3 Design/Construction Documents

A. Provide standard industry design documents.

B. Civil drawings must be in Fermi Coordinate System. Refer to the CAD/BIM Manual for additional information.

C. Include excavation limits and erosion control on drawings.

D. Site Specific Storm Water Pollution Prevention Plans (SWPPP) for projects in excess of

1.0 acres shall be included with construction documents.

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 5, 11/2022

2.0 Design Criteria and Evaluation

A. Do not interrupt existing utilities serving facilities occupied and used by Fermilab or others except when permitted in writing by Fermi Research Alliance and then only after acceptable temporary utility services have been provided. Provide minimum of forty-eight (48) hour notice prior to enacting an approved temporary interruption.

B. Stockpile satisfactory excavated materials in the location designated on the drawings or as otherwise indicated by Fermi Research Alliance’s Construction Coordinator, until required for backfill or fill.

C. Combustible cooling liquid filled transformers should be provided with containment, conforming to FM Global Data sheet 5-4 and/or NFPA 851.

2.1 Products, Materials, and Equipment

A. Standard industry as delineated in technical specifications.

B. For landscaping designs, use plants listed under the “Preferred Alternatives” in the following table or others native to Illinois. Plants not included below shall be approved by the ISD Ecologist prior to integration into design specifications. Species listed in the DO NOT PLANT list are prohibited at Fermilab.

C. Use of Illinois DOT seed mixes for restoration work not in landscaped areas is preferred.

DO NOT PLANT PREFERRED ALTERNATIVES

Scientific Name Common Name Scientific Name Common Name

TR

EE

S

Acer platanoides Norway Maple Acer nigrum Black Maple Ailanthus altissima Tree Of Heaven Celtis occidentalis Hackberry Catalpa speciosa Catalpa Gymnocladus dioica Kentucky Coffee Morus alba White Mulberry Morus rubra Red Mulberry Paulownia tomentosa Princess Tree Carpinus caroliniana Musclewood Populus alba White Poplar Populus grandidentata Big-tooth Aspen Populus nigra Lombardy Poplar Quercus rubra Northern Red Oak Pyrus calleryana Callery Pear (Bradford Pear) Ostrya virginiana Ironwood Quercus palustris Pin Oak Quercus ellipsoidalis Hill's Oak Robinia pseudoacacia Black Locust Carya ovata Shagbark Hickory Ulmus pumila Siberian Elm Quercus alba White Oak

SH

RU

BS

Berberis spp. Japanese Barberry Ribes missouriense Wild Gooseberry Elaeagnus spp. Autumn Olive Physocarpus oppulifolius Ninebark Euonymous alatus Burning Bush Euonymous atropurpureus Eastern Wahoo Euonymous europaeus Spindletree Spirea alba Meadowsweet Hibiscus syriacus Rose of Sharon Amorpha canescens Leadplant Ligustrum spp. Privet Staphylea trifolia Bladdernut Lonicera spp. Bush Honeysuckle Corylus americana Hazelnut Malus baccata Siberian Crab Ceanothus americanus New Jersey Tea Prunus mahaleb Mahaleb Cherry Rosa blanda Early Wild Rose Prunus padus Wild Bird Cherry Cornus obliqua Blue-fruited Dogwood

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 5, 11/2022

DO NOT PLANT PREFERRED ALTERNATIVES

Scientific Name Common Name Scientific Name Common Name

Pyrus aucuparia European Mountain Ash Ptelea trifoliata Wafer Ash Rhamnus cathartica Common Buckthorn Prunus americana American Plum Rhamnus frangula Glossy Buckthorn Amelanchier laevis Serviceberry Rosa multiflora Multiflora Rose Rosa setigerea Illinois Rose Salix caprea Pussy Willow Cultivars Salix humilis Prairie Willow Viburnum lantana Wayfaring Tree Viburnum rafinesqueanum Black Haw Viburnum opulus European Highbush Cranberry Viburnum lentago Nannyberry

Cephalanthus occidentalis Buttonbush Rosa carolina Prairie Rose

VI

N

ES

Campsis radicans Trumpet Vine Menispermum canadense Moonseed Vine Celastrus orbiculatus Ornamental Bittersweet Apios americana Ground Nut Dioscorea opposita Chinese Yam Dioscorea villosa Wild Yam Humulus japonicus Japanese Hops Humulus lupulus Hops Lonicera japonica Japanese Honeysuckle Lonicera prolifera Yellow Honeysuckle Vincetoxicum nigrum Black Swallow-wort Sicyos angulatus Bur Cucumber Wisteria spp. Chinese Wisteria Clematis virginiana Virgin's Bower

Lonicera dioica Red Honeysuckle Parthenocissus quinquefolia Virginia Creeper

G

RA

SS

ES

S

ED

G

ES

Bromus inermis Hungarian Brome Elymus villosus Silky Wild Rye Microstegium vimineum Japanese Stiltgrass Cinna arundinacea Common Wood Reed Miscanthus spp. Silvergrass Schizachyrium scoparium Little Bluestem Phalaris arundinacea Reed Canary Grass Calamagrostis canadensis Blue Joint Grass Phragmites australis Giant Reed Grass Spartina pectinata Prairie Cord Grass

Bouteloua curtipendula Side Oats Grama Carex bicknellii Copper-shouldered Oval Sedge Carex grayi Gray's Sedge Carex jamesii Grass Sedge Carex pensylvanica Common Oak Sedge Sporobolus heterolepis Dropseed

GR

O

U

D-

CO

VE

RS

Euonymous fortunei Wintercreeper Asarum canadense Wild Ginger

Ficaria verna Lesser Celandine Antennaria plantaginifolia Pussy Toes Hedera helix English Ivy Athyrium filix-femina Lady Fern Vinca spp. Periwinkle Anemone canadensis Meadow Anemone

HE

RB

AC

EO

U S

Baptisia australis Wild Blue Indigo Baptisia leucantha White Wild Indigo Campanula rapunculoides European Bellflower Eupatorium purpureum Purple Joe Pye Weed Euphorbia cyparissias Cypress Spurge Zizia aurea Golden Alexander Euphorbia esula Leafy Spurge Euphorbia corollata Flowering Spurge Euphorbia marginata Snow on the Mountain Aquilegia canadensis Wild Columbine Hesperis matronalis Dame's Rocket Geranium maculatum Wild Geranium Lespedeza cuneata Chinese Lespedeza Lespedeza capitata Round-headed Bush Clover Lotus corniculatus Bird's Foot Trefoil Lysimachia quadriflora Whorled Loosestrife Lythrum salicaria Purple Loosestrife Eryngium yuccifolium Rattlesnake Master Melilotus spp. Sweet Clover Helianthus mollis Downy Sunflower

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 5, 11/2022

DO NOT PLANT PREFERRED ALTERNATIVES

Scientific Name Common Name Scientific Name Common Name

Muscari spp. Grape Hyacinth Polemonium repens Jacob's Ladder Phlox maculata Sweet William Phlox Echinacea pallida Pale Purple Coneflower Scilla siberica Siberian Squill Phlox divericata Woodland Phlox Securigera varia Crown Vetch Vicia americana American Vetch Tanacetum vulgare Garden Tansy Coreopsis palmata Prairie Coreopsis Valeriana officinalis Garden Valerian Parthenium integrifolium Wild Quinine Vicia villosa Hairy Vetch Dalea purpurea Purple Prairie Clover

AQ

U

AT

IC

S

Butomus umbellatus Flowering Rush Sparganium eurycarpum Common Bur Reed Egeria densa Brazilian Waterweed Asclepias incarnata Swamp Milkweed Eichhornia crassipes Water Hyacinth Nuphar advena Yellow Pond Lily Elodea spp. Brazilian Elodea Sagitarria latifolia Arrowhead Leaf Hydrilla verticillata Hydrilla Nelumbo lutea American Lotus Hydrocharis morus-ranae European Frogbit Scirpus atrovirens Dark Green Bulrush Iris pseudacorus Yellow Flag Iris Iris virginica Blue Flag Iris Myriophyllum aquaticum Parrot Feather Juncus torreyi Torrey's Rush Nymphoides peltata Yellow Floating Heart Acorus calamus Sweet Flag Pistia stratiotes Water Lettuce Pontederia cordata Pickerel Weed

3.0 Installation, Fabrication, and Construction

A. Standard industry as delineated in technical specifications.

3.1 Typical Sketch Details

CS-1 SILT FENCE

CS-2 DITCH & SWALE

CS-3 ROCK CHECK DAM

CS-4 SIDEWALK

CS-5 HARDSTAND

CS-6 BARRIER CURB

CS-7 TRANSFORMER PAD WITH CONTAINMENT

CS-8 UTILITY PAD

CS-9 HEADWALL

CS-10 GUARDRAIL

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 5, 11/2022

Version Number Date Author Change Summary

0 11/26/2012 C. Federowicz Initial Release

1 03/01/2015 J. Niehoff Revised Section 1.3 and Sketch CS-1 Silt Fence.

2 01/30/2016 C. Federowicz Minor formatting changes, added SWPPP

3 04/12/2016 J. Hunt Added DO NOT PLANT List

4 07/31/2018 R. Campbell/R.

Merchut Modified native planting language

5 06/21/2023 R. Johnson Revised Details

ISD/ENG. N/A CS-1

SILT FENCE

CIVIL DESIGN GUIDE

J. NIEHOFF

11-26-2012 6-13-2023

ISD/ENG. N/A CS-2

TYPICAL DITCH AND SWALE

CIVIL DESIGN GUIDE

J. NIEHOFF

11-26-2012 6-13-2023

TYPICAL DITCH SECTION A

NOT TO SCALE

TYPICAL SWALE DETAIL B

NOT TO SCALE

ROCK-CHECK-DAM

ISD/ENG. N/A CS-3

CIVIL DESIGN GUIDE 11-26-2012 6-13-2023

DITCH

BOTTOM

1'

MIN. 12" CA-7 AT

UPSTREAM END

FLOW 1

EXTEND CA-1 AGGREGATE

IN DITCH FLOWLINE

10' UPSTREAM

PROFILE

CA-1 AGGREGATE

WIDTH OF DITCH OR SWALE

TOP OF BANK

GEOFABRIC

CA-1 AGGREGATE

CROSS SECTION

1'

M

IN

. 6"

3' M

AX

H

EI

G H

T=

6"

3'

AX

H

EI

G H

T=

ISD/ENG.

N/A

CS-4

SIDEWALK

CIVIL DESIGN GUIDE

11-26-2012

6-13-2023

T/ WALK TO MATCH VARIES FROM FINISHED GRADE

4'-0" TO 8'-0"

SLOPE

VARIES SLOPE

VARIES

NEW 5" (MIN.) CONCRETE SLAB

6x6 W2.9xW2.9 WELDED WIRE FABRIC

(AT MIDPOINT OF SLAB)

4" MIN. OF COMPACTED CA-6 AGGREGATE BASE

NOTE: PLACE ALL CONCRETE

IN ACCORDANCE WITH

APPLICABLE A.C.I. CODES

AND RECOMMENDATIONS

ISD/ENG. N/A CS-5

HARDSTAND

CIVIL DESIGN GUIDE

J. NIEHOFF

11-26-2012 6-13-2023

6" MIN. COMPACTED CA-6

AGGREGATE SURFACE COURSE.

12" MIN. COMPACTED CA-1

AGGREGATE BASE COURSE.

SUITABLE SUB-BASE MATERIAL

CS-6

BARRIER CURB

6" 1"

-6

M

IN

0'

CS-7

TRANSFORMER PAD WITH CONTAINMENT

CIVIL DESIGN DRAWINGS

CONDUIT PENETRATIONS

AS REQUIRED

WASHED ROUNDED ROCK

WITH 35% VOIDS (TYP.)

PLAN

18" Ø FIBERGLASS SUMP SLOPE TOP OF

PIT W/10" METAL COVER CONTAINMENT

SLOPE CURB

ROCK (TYP.)

GEOTEXTILE FABRIC

6" COMPACTED CLAY WASHED ROUNDED ROCK

1/2" BENTONITE CLAY WITH 35% VOIDS (TYP.)

POWDER SECTION

CS-8

UTILITY PAD - SAMPLE GENERATOR PAD

DISCHARGE

4'-4"

A

HEADWALL

ISD/ENG. N/A CS-9

R. JOHNSON

CIVIL DESIGN GUIDE 11-26-2012 6-21-2023

BERM 6" THICK RIPRAP

(25 SF)

#4 @ 12"

#4 @ 12"

4" OF IDOT CA-6

GRANULAR FILL

TOE OF

BERM

8"

PLAN SECTION

HEADWALL

HEADWALL INVERT

XXX.XX'

PIPE

PROVIDE

WEEP HOLE

THRUST

BLOCK

REDUCER

PIPE

B

2' -6

2'

-6

-8

5' -0

1"

GUARDRAIL

ISD/ENG. N/A CS-10

3/4"x 2 1/2"

POST BOLT

SLOT

SEE PLANS FOR TOTAL LENGTH

6'-3"

IDOT TYPE 1A

POST SPACING IDOT

BREAKAWAY

POST

TERMINAL END

IDOT CLASS A

GUARDRAIL

END SECTION LAPPED ON TRAFFIC

FACE, USE TERMINAL SECTION

WHERE NOTED ON PLANS

LAP IN DIRECTION

STD. END TO BE USED ONLY OF TRAFFIC

WHERE SPECIFICALLY NOTED

INTERMEDIATE

TYPICAL GUARDRAIL -

5/8" DIA. BOLTS

(TYP.)

15'-0"

CL ROAD

2'-0" EDGE OF SHOULDER

W6x9 OR W6x 8.5. USE WOOD

POSTS AT TERMINAL SECTIONS

AS REQ'D BY IDOT STD. 2336-4.

SECTION A -

6' -9

" 1' -9

3/ 4" x

1/ 2"

SL

O

TT

ED

H

O

LE

S

1, -1

7/

-9

1/

/4

Civil - Utilities Section 2.1 ISD Engineering – Design Guides

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

Rev. 3 ,11/2022

Basis of Design

This section applies to underground utility distribution systems.

1.0 Scope

A. City of Warrenville supplies the potable water for Fermilab’s entire site. There are two 8-inch meters located in concrete vaults located on the East side of the Fermilab’s Village area. From there, Fermilab owns the entire potable domestic water system (DWS) network piping on site. Fermilab’s DWS is considered an exempt community public water supply based on the Illinois Compiled Statues, Environmental Safety (415 ILGS 45/9.1) Public Water Supply Operations Act, for further information reference ISD Engineering Project No. 3-5-167.

B. Fermilab’s sanitary sewage system is connected to City of Batavia (west main site) and City of Warrenville (village site).

C. Industrial Cooling Water (ICW) system provides cooling and fire protection water throughout the main site of Fermilab. The ICW system configuration is linear and it’s primarily supplied from a single point, Casey’s Pump house and reservoir. The back-up in emergency situation, is the Surface water from Main Ring Lake via C-4 Pump house.

D. NiCOR Energy supplies natural gas to the main site via a distribution station located on West near Giese Road and East Village are, old Wilson Road. Fermilab owns all the natural gas piping supplied from these locations.

1.1 Applicable Codes/Standards

A. ASME B31.8 Gas Transmission and Distribution Piping Systems B. ANSI/AWWA C906 – Standard for Polyethylene (PE) Pressure Pipe and Fittings, 4-inch through 63-inch, for Water Distribution C. ANIS/AWWA C901 – Standard for Polyethylene (PE) Pressure Pipe and Tubing, ½-inch through 3-inch for Water Service.

D. ASTM A53 Standard Specification for Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded and Seamless.

E. ASTM A120 Standard Specification for Pipe, Steel, Black and Hot-Dipped Zinc Coated, Welded and Seamless, for ordinary uses.

F. ASTM D618 Standard Specification for Polyethylene Plastics Molding and Extrusion

Materials.

G. ASTM D3139 Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric

Seals H. ASTM D3261 Standard Specification for Butt Heat Fusion Polyethylene (PE) Plastic

Fittings for Polyethylene (PE) Plastic Pipe and Tubing.

I. ASTM D3350 Standard Specification for Polyethylene Plastics Pipe and Fittings Materials J. ASTM F477 Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe K. ASTM F714 Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on

Outside Diameter L. Illinois Department of Transportation (IDOT):

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

M. Standard Specifications for Water & Sewer Main Construction in Illinois N. Occupational Safety and Health Administration (OSHA): Current OSHA Occupational

Safety and Health Standards - Excavations, 29 CFR Part 1926, including any successor regulations.

O. ASME – Boiler and Pressure Vessel Code.

P. City of Batavia and City of Warrenville Local Ordinances Q. Illinois Plumbing Code R. Valves should conform to NPFA 24, Standard for the Installation of Private Fire Service

Mains and Hydrants S. Fermilab’s ES&H Manual (FESHM) o Chapter 8025, Wastewater Discharge to Sanitary Sewers o Chapter 8050, Domestic Water Protection

1.2 Related Sections

A. Facilities Engineering Services Section Design Guide – Fire Protection - Facility Safety B. Facilities Engineering Services Section Design Guide – Electrical Raceways & Duct Banks

1.3 Design/Construction Documents

A. Provide standard industry documents.

B. Civil drawings must be in Fermi Coordinates system, reference the CAD/BIM Manual.

2.0 Design Criteria and Evaluation

A. Provide engineering calculations used to size the piping.

B. Control valves should be provided on all three sides of branch tees.

C. Bury gas piping with 30-inches of cover from finish grade to top of pipe. Refer to the section on earthwork, backfill requirements.

D. Programming Phase: Statement of design intent.

E. Design Development Phase: Drawings showing existing utilities and narrative material and system description.

F. Construction Document Phase: Complete plans and specifications.

o Include pipe sizes, points of connection, valve details, supports, meters, trench and bedding details, connection and joint details, vault plans and sections, building penetration details, and invert elevations at building connections.

o Include plans showing all existing underground enclosures, tunnels, and utilities.

o Tracing wiring shall have quality assurance test, that is, a continuity test documented that the tracer wire is adequately installed properly at the completion of the backfilling of the utility trench.

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

2.1 Products, Materials, and Equipment

2.1.1 Natural Gas

A. All products, materials, and equipment shall conform to ASME B31.8 Standard and 49

CFR 192.

B. Pipe and Fittings: Natural Gas piping and fittings shall be FM approved and shall be HDPE YELLOWSTRIPE PE 3408/4710 DR 11, or yellow print markings, or approved equal.

o MDPE, DR10 may be used for applications below 45psi for pipe 2” and smaller. All MDPE pipe shall be yellow in color.

Manufacturer shall supply rating for pipe MAOP @ 73 deg or less and subcontractor shall ensure that pipe is rated for the operating pressure.

o Joints: Heat fusion joints shall be butt. Approval for socket and saddle fusion joints shall be requested from the project engineer. Joints shall be made by qualified and approved personnel using procedures in accordance with CFR 49, part 192. Electrofusion joints are not allowed.

Pipefitter shall make a test joint prior to fusing work material. Test joint shall be inspected by qualified person per CFR 49 Part 192 192.285(d) and 192.287.

• Qualifications and test material shall be submitted to the Fermi

Research Alliance Project Engineer.

• Fermi Research Alliance Project Engineer may request additional test specimens.

All joints shall be visually inspected before and after installation.

All joints shall be bubble tested at operating pressure.

C. Steel pipe shall be carbon steel with manufacturer applied epoxy coating.

o NOTE: Steel pipe shall only be used when replacing spools of damaged steel piping or when connecting sections of steel piping. Cathodic protection shall be maintained, and no section of steel piping or valves shall be orphaned from the Cathodic Protection system.

o All exposed carbon steel (at joints, or at damaged coating) shall be coated with tar wrap or approved equivalent. Each coating application shall be inspected by Fermi Research Alliance Construction coordinator or Project Engineer.

o Joints on steel pipe Threaded fittings are not allowed underground Flanged joints shall have silicone or stainless-steel/graphite spiral wound gaskets. All hardware shall be 304SS or better. All gaskets and hardware shall be appropriately rated to the pressure service.

Welded joints shall be visually inspect by Fermi Research Alliance Construction Coordinator prior to installation. Welds shall only be made by qualified personnel. The Fermi Research Alliance Project Engineer may request PQR and PWR prior to welds or in case of a failed visual inspection.

All joints shall be visually inspected before and after installation.

All joints shall be bubble tested at operating pressure prior to coating (including tape or tar wrap).

D. Valves:

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

o Below ground on poly pipe: AGA or API listed polyethylene ball valve, with 2-inch square operator nut, ¼ turn type.

Valve Boxes: plastic, two section, top section shall include cast iron cover with

“GAS” lettering. Top of cover shall be painted yellow with two coats. Apply black stripe underlining lettering to indicate PVC.

o Steel valves shall be ball valves. Plug valves may be used with approval from Fermi Research Alliance Project Engineer.

150# ball (or plug) valves, steel, flanged, sealant injection fitting on the top, non-greased valves preferred. If non-greased valves are not available, then the greased option shall require approval by the project engineer.

Stainless steel hardware in the valve assembly is preferred. All carbon steel hardware in the valve assembly must be coated.

• NOTE: Carbon steel hardware is not allowed for joints.

Install 2” stem adaptor for site-wide tee-key operation. Adaptor shall not inhibit access to sealant injection fitting.

Valve Boxes: Cast iron, two-section box, top section shall include cast iron cover with “GAS” lettering. Top of cover shall be painted yellow with two coats.

All valves shall have passive cathodic protection anodes installed as described in

2.1.6 Tracer Wire, Markings, and Cathodic Protection

2.1.2 Domestic Water (DWS):

A. Pipe and Fittings: Acceptable DWS piping shall be NSF approved and shall be HDPE 4710 pipe, PVC C900 or Ductile Iron Pipe or approved equal.

HDPE 4710 pipe shall be blue stripe or blue print line DI pipe size. Refer to drawings for Dimension Ratio (DR) requirements. Polyethylene fittings shall be injection molded butt type, ASTM D3261 fitting shall be of the same manufacturer, rating and of the same resin as the pipe material and shall conform to AWWA C906.

PVC pipe shall be NSF approved and meet AWWA C900 Specifications. Minimum Standard Dimension Ratio (SDR) shall be 18 unless specified differently on plans or technical specifications.

Ductile Iron Pipe for DWS service (used only where noted on the drawings) Pipe: Push joint ductile-iron pipe, Class 52, conforming to AWWA C151 (ANSI A21.51) with cement lining conforming to AWWA C104 (ANSI A21.4). DWS system piping shall be provided with EBAA Iron Works mega-lug and thrust blocks.

Fittings for both Ductile Iron and PVC piping shall be ductile iron mechanical joint fittings conforming to ANSI/AWWA C110/A21.10, NFPA 13/24, ASTM A536. NSF 61 and 372 and Asphaltic coatings and Cement lining conforming to ANSI/AWWA C104/A21.4 and ANSI/AWWA C110/A21.10. All Ductile iron fitting joints for DWS piping shall have EBAA Iron Works mega-lug joint restraints, with stainless steel nuts and bolts and thrust blocks.

B. Joints: Joints - Pipe shall be of solid wall construction and shall have DIPS (Ductile Iron Pipe Size) outside dimensions. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with an elastomeric ring, which meets the requirements of ASTM F477, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. HDPE pipe joints between

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

mechanical joint valves and ductile iron fittings will require 304 stainless steel insert pipe stiffeners for HDPE pipe.

C. Valves: Resilient wedge, iron body gate valve, counter clockwise opening, non-rising stem, inside screw for underground. Gate valves shall have 175-lb. rating with mechanical joint connections and flanges suitable for use with yard box or indicator post. American Flow Control, Waterous Co. Series 2500 or Fermi Research Alliance approved equal. Valves for DWS line shall comply with NFPA 24, as listed by Underwriters Laboratories and approved by Factory Mutual for fire protection. Valve Boxes: Cast iron, two-section box. Include top section with cover and “DWS” or “WATER” lettering.

D. Transition Fittings: For transition from ductile iron pipe to polyethylene pipe, appropriate flanged transition fittings or self-restrained mechanical joint adapters and gaskets approved by the manufacturer of the polyethylene pipe shall be used. FM approved flange adapters shall be used to connect DWS polyethylene piping to ductile iron. Stainless steel inserts are required to be used to stiffen of polyethylene pipe at all mechanical joints.

E. Fire & Flushing Hydrants: For Village are, reference the ICW Fire hydrant below. For the main site, dry barrel, post type hydrant valve with one 2-1/2 outlet port. Design Team to consult with ISD Engineering Department for type and manufacturer(s).

2.1.3 Industrial Cooling Water (ICW)

A. Pipe and Fittings: Shall be HDPE REDSTRIPE PE 4710, or red print line markings or FM approved equal with a wall thickness designed to meet Class 150 service pressure ratings. Polyethylene fittings shall be injection molded butt type, ASTM D3261 fitting shall be of the same manufacturer, rating and of the same resin as the pipe material.

PVC pipe shall be UL and/or FM Approved for Fire Protection. Distribution PVC pipe (4-inch through 12-inch) should be FM Approved. All PVC pipe shall meet AWWA C900/C905 Specifications. Minimum Standard Dimension Ration (SDR) shall be 18 unless agreed upon by Engineering Project Team. Ductile Iron Pipe for ICW service (used only where noted on the drawings) Pipe: Push joint ductile-iron pipe, Class 52, conforming to AWWA C151 (ANSI A21.51) with cement lining conforming to AWWA C104 (ANSI A21.4). ICW system piping shall be provided with EBAA Iron Works mega-lug joint restraints.

F. Joints: Joints - Pipe shall be of solid wall construction and shall have DIPS (Ductile Iron Pipe Size) outside dimensions. Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with an elastomeric ring, which meets the requirements of ASTM F477, Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe. HDPE pipe joints between mechanical joint valves and ductile iron fittings will require 304 stainless steel insert pipe stiffeners for HDPE pipe.

B. Valves: Typically, ICW valves should be Post Indicator type (PIV). Resilient wedge, iron body gate valve, counter clockwise opening, non-rising stem, inside screw for underground. Gate valves shall have 175-lb. rating with mechanical joint connections and flanges suitable for use with yard box or indicator post. American Flow Control, Waterous Co. Series 2500 or Fermi Research Alliance approved equal. Valves for ICW

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

line shall comply with NFPA 24, as listed by Underwriters Laboratories and approved by Factory Mutual for fire protection. Valve Boxes: Cast iron, two-section box. Include top section with cover and “ICW” lettering. Indicator Posts, vertical type cast iron body with operation wrench and adjustable cast iron barrel, American Flow Control Waterous Post Indicator Model IP-71, or Fermi Research Alliance approved equal

C. Transition Fittings: For transition from ductile iron pipe to polyethylene pipe, appropriate flanged transition fittings or self-restrained mechanical joint adapters and gaskets approved by the manufacturer of the polyethylene pipe shall be used. FM approved flange adapters shall be used to connect ICW polyethylene piping to ductile iron. HDPE pipe joints between mechanical joint valves and ductile iron fittings will require 304 stainless steel insert pipe stiffeners for HDPE pipe.

D. Fire Hydrants: Dry Barrel, American Flow Control – Waterous 5-1/4-inch Pacer, CI, MJ.

Hydrants shall be field painted in accordance with NFPA 291 using a barrier coat of rust inhibitive universal alkyd primer over shop applied primer and an aliphatic polyurethane finish coat. Paint shall be applied according to manufacturer's instructions.

2.1.4 Sanitary

A. Gravity Pipe and Fittings: Shall be PVC, SDR 26 conforming to the requirements of ASTM-D2241. Flexible rubber gasket assemblies shall be provided at sanitary sewer-manhole connections. Gaskets shall be connected to the pipe with stainless steel clamps.

B. Force Pipe and Fittings: Shall be HDPE GREENSTRIPE PE 4710 or green print line markings conforming with ASTM F714 and ASTM 3350 or approved equal with a wall thickness designed to meet Class 150 service pressure ratings. Polyethylene fittings shall be injection molded butt type, ASTM D3261 fitting shall be of the same manufacturer, rating and of the same resin as the pipe material. Certain Teed PVC restrained joint C900/905 pipe with a minimum Standard Dimension Ratio (SDR) of 18 suitable for force main applications.

C. Sanitary Manholes: Shall be bituminous-coated pre-cast reinforced concrete sections conforming to the requirements of ASTM C-478. Minimum wall thickness of the sections shall be 5-inches and the access opening shall be minimum 24-inches, polypropylene-coated steps shall be cast into the walls. Frames and covers shall be cast gray iron as manufactured by Neenah or Fermi Research Alliance approved equal and cover stamped “SEWER”.

2.1.5 Sanitary Sewage Pump (Lift Station)

A. Sewage Pump Basin: Shall be factory fabricated, watertight, fiberglass with sidewall openings for pip connections and reinforcement for pump mounting plates, fittings, guide-rails supports, and accessories. Aluminum cover opening shall have gaskets, seals, WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

and bushing with aluminum access, i.e., ladder(s), to pumps, pump shafts, control rods, discharge piping vent connectors, and power cables.

B. Packaged submersible Sewage Pumps: Pump and controls shall be manufactured by Weil Pump or Fermi Research Alliance approved equal.

2.1.6 Tracer Wire, Markings, and Cathodic Protection:

A. Tracer wire shall be installed on all, DWS, ICW, Gas, Communication (Fiber-Optic), and Sanitary Force Mains

B. Tracer Wire: Shall be #12 AWG solid steel core with 45-mil yellow polyethylene jacketing. Wire shall have 30V rating and shall be equal to #12 CCS Extra High Strength hard drawn 1150 lbs as manufactured by Copperhead Industries.

C. Tracer Box: shall be the Snake Pit magnetized tracer box as manufactured by Copperhead Industrials. Box shall be Roadway Style with 5-inches top flange and shall be heavy duty traffic rated.

D. Cathodic Protection with passive anodes for metallic piping, valves, fittings and hardware. Stainless steel bolts and fasteners on all mechanical type joints/connectors.

E. Warning Tape: Warning tape shall be yellow background with black lettering. Tape shall be made from 4-mil thick 6-inches wide polyethylene and shall read “CAUTION BURIED

PIPELINE BELOW”.

3.0 Installation, Fabrication, and Construction

A. Fabricate, install, and inspect all gas distribution and service piping in accordance with ASME B31.8. Include an air test at 90-psi for 4-hours, subcontractor to submit testing documentation. In addition, the HDPE Natural Gas shall be installed in accordance with

NFPA 54.

B. Installation shall be by licensed pipe/plumbing subcontractor.

C. Vertical and horizontal separation, materials and structural support at potable and non-potable watermain crossings shall be in conformance to the Standard Specifications for Water and Sewer Main Construction in Illinois.

D. Flushing and Hydrostatic pressure and leakage testing, in accordance with Plastic pipe Institute, AWWA, and NFPA 24.

E. Disinfection and Chlorination of Potable Water system shall conform to AWWA C651 and Standard Specification for Water and Sewer Construction in Illinois.

F. Connect and activate new lines under the supervision of ISD.

G. Valves, piping, and fittings shall be heat fusion bonded polyethylene. Connections to steel piping shall be welded.

H. Cathodic protection, standard 17 pound anode bag with 12 AWG TW copper wire with cathodic clamp, manufactured by CP Solutions, Inc. (http://www.cpsolutionsinc.net/).

I. All piping shall have sand bedding installed prior to back fill and compaction. Sand shall surround the pipe 360 degrees and shall be at least 6” thick.

J. Any abandoned pipe shall be purged and capped.

http://www.cpsolutionsinc.net/

WARNING: This manual is subject to change. The current version is maintained on ISD Division website.

3.1 Typical Sketch Details

CU-1 ARMORCAST HANDHOLE

CU-2 HANDHOLE – PAGE 1

CU-3 HANDHOLE – PAGE 2

CU-4 LIGHT POLE

CU-5 TRENCH

CU-6 BUMPER POST

CU-7 WATER VALVE VAULT

CU-8 FIRE HYDRANT (ICW OR VILLAGE)

CU-9 DWS FLUSHING HYDRANT

CU-10 ICW & CHILLED WATER POST INDICATOR VALVE

CU-11 DWS – WATER SERVICE VALVE & CURB BOX

CU-12 WATER VALVE BOX

CU-13 UTILITY MARKER POST

CU-14 STORM/SANITARY MANHOLE FLATTOP -1

CU-15 STORM/SANITARY MANHOLE FLATTOP -2

CU-16 STORM/SANITARY MANHOLE CONETOP

CU-17 STORM CATCH BASIN FLATTOP

CU-18 LIFT STATION

CU-19 ROADWAY CULVERT PIPE REPLACEMENT

CU-20 CLEANOUT

CU-21 CONNECTING SEWER PIPES OF DISSIMILAR MATERIAL & PIPE COUPLING

CU-22 CONNECTION TO EXISTING STRUCTURE

CU-23 GOOSENECK

CU-24 STRUCTURE & PIPE ABANDONMENT

CU-25 SANITARY MANHOLE INSIDE DROP

CU-26 SANITARY SERVICE CONNECTION

CU-27 THRUST BLOCK

CU-28 TRACER BOX

Version Number Date Author Change Summary

0 11/26/2012 C. Federowicz Initial Release

1 03/01/2015 J. Niehoff Clarified DWS & revised section 1.3.

2 01/30/2016 C. Federowicz Clarified FM, replaced Plexco with HDPE, added 5-1/4” Pacer Hyd.

3 08/19/2020 C. Federowicz Clarified acceptable pipe materials

4 09/04/2020 C. Federowicz Clarified additional underground gas information

5 06/21/2023 R. Johnson Revised Details

CU-1

ARMORCAST HANDHOLE

6-14-2023

ISD/ENG. N/A CU-2

HANDHOLE (PAGE 1)

CIVIL DESIGN GUIDE

J. NIEHOFF

11-26-2012 6-14-2023

CORE DRILL

2" HOLE

12" DIA.

SUMP PIT

J K

PLAN VIEW 2

3/4"=1'-0" -

CU-3

HANDHOLE (PAGE 2)

SET T/CMH LID 1" ABOVE

EXISTING GRADE IN AREAS NEENAH R-1640-C1

OTHER THAN ROADS -- HANDHOLE FRAME &

CMH-MN-4 & CMH-MN-5 SOLID COVERED;

LETTERED "COMMUNICATIONS"

SEE NOTES 4 & 5.

T/CMH - SEE

PLAN DWG. 4' X 4' X 1" STEEL PLATE

GRADE (BY SUBCONTRACTOR)

CMH-MN-2 & CMH-MN-3

NOTE 5

NOTE 6

SECTION J

SECTION K

LIGHT POLE

ISD/ENG. N/A CU-4

CIVIL DESIGN GUIDE 11-26-2012 6-14-2023

PHOTOCELL

250W 277V METAL HALIDE LIGHT FIXTURE

CHX 18P-250-2H-55-DB W/PHOTO CELL CONTROL

4" SQUARE STRAIGHT ALUMINUM POLE

HANDHOLE

POLE BASE

FINISHED

PAVEMENT

CONCRETE FOUNDATION

FINISHED

PAVEMENT

RIGID STEEL CONDUIT

STUB-UP 1" ABOVE

3/4" DIA. x 20" LONG

GALVANIZED STEEL

ANCHOR BOLTS WITH

2 3/4" PROJECTION

ABOVE CONCRETE BASE.

PER SPECIFICATIONS

1'-6"

CONCRETE BASE, SEE PLAN

FOR DETAIL AND CONTINUATION.

3/4" DIA. x 20" LONG

GALVANIZED STEEL

ANCHOR BOLT

WITH 4" HOOK.

(4 REQ'D.)

1'-6"

WIRE OPENING.

RIGID STEEL CONDUIT,

SEE PLAN FOR CONTINUATION.

POLE BASE.

CONCRETE

POLE BASE.

9 1/4" BOLT CIRCLE.

PLEASE NOTE: POLE BASE DIMENSIONS (ESPECIALLY ANCHOR BOLT LOCATIONS)

SHOULD BE VERIFIED BY SUBCONTRACTOR TO MATCH EXISTING POLE FOUNDATIONS.)

2"

7'

2'

TYPICAL TRENCH DETAIL

ISD/ENG. N/A CU-5

C. FEDEROWICZ

LAWN AREAS MAINTAINED TO BE

SEEDED W/ IDOT CLASS 1 LAWN MIX

ALL OTHER TURF AREAS ARE TO BE

SEEDED W/ IDOT CLASS 2 ROADSIDE MIX

FINISHED GRADE

TURF AREAS

TOP SOIL

(MIN. 6")

PAVEMENT AREAS

2" MIN. THICKNESS HMA SURFACE COURSE

PAVEMENT REPLACEMENT PER SECT. 408 IDOT

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE

CONSTRUCTION

SAWCUT PAVEMENT

6" MIN. THICKNESS, HIGH EARLY

STRENGTH PCC CONCRETE

PAVEMENT PATCHING TO

EXTEND 24" MIN. BEYOND

EXCAVATION BACKFILL

COMPACTED TO 95% DENSITY TRENCH WALL

IDOT CA-6 TRENCH BACKFILL

1/2 O.D. TYP * WAIVED FOR SHALLOW

STORM SEWER PIPE COMPACTED IN 8" LIFTS TO 95%

STANDARD PROCTOR DENSITY

NEW PIPE UTILITY

4"

BEDDING MIN.

SAND

BACKFILL

FA-6, OR APPROVED EQUAL

TRACER WIRE INTEGRAL TO PIPING OR

MECHANICALLY FASTENED TO PIPING

AND TERMINATED AT SURFACE LEVEL

TRACER WIRE BOXES

VARIES

TRENCH EXCAVATION,

IN ACCORDANCE WITH

29 CFR PART 1926

4" MOIST, WELL COMPACTED

SAND BEDDING

WIDTH (MAX) = 9" + OD + 9" WHEN TRENCH </= 5 FT

WIDTH (MAX) = 18" + OD + 18" WHEN TRENCH > 5 FT

NOTE: SEE ABOVE DETAIL

FOR FINISH GRADING

WARNING TAPE

APPLY RED DYE

FORM SIDES OF DUCT

VARIES

TRENCH EXCAVATION,

IN ACCORDANCE WITH

29 CFR PART 1926

ELECTRICAL/COMM DUCT

SEE ELECTRICAL DESIGN GUIDE

<1' - 3' / >3' STORM RCP / CMP, ADS N12

1'-0" STORM / 3'-0" SANITARY STORM/SANITARY GRAVITY

5'-6" STORM/SANITARY FORCE MAIN

5'-6" / 6'-0" DWS / ICW, CHILLED WATER

3'-6" DIRECT BURIED POWER

2'-6" DIRECT BURIED COMMUNICATION

3'-0" NATURAL GAS

MINIMUM DEPTH OF COVER *TYPE OF UTILITY

CU-6

BUMPER POST

CONCRETE FILLED BUMPER

POST AT FIRE HYDRANTS (SEE

TYP. BUMPER POST DETAIL )

PROVIDE GRAVEL AROUND VALVE BOX

AND HYDRANT , IF BUMPER POSTS ARE

PROVIDED GRAVEL AREA TO INCLUDE

BUMPER POSTS TO FACILITATE TURF

TRIMMING.

GUIDANCE: PIVs OR HYDRANTS - WITHIN 30'-0" OF PARKING

LOT, MINIMUM 2 BOLLARDS TOWARDS

PARKING LOT/ROAD. MOWED/FINE TURF AREA

30'-0" OR MORE FROM ROAD, NO BOLLARDS.

PROVIDE GRAVEL

AROUND BASE OF

NOTE: DESIGNER SHOULD CONSIDER BUMPER POSTS AROUND

HVAC OR OTHER SIMILAR EQUIPMENT NEAR TRAFFIC.

BUMPER POSTS SHALL BE LOCATED SO AS NOT TO

INTERFERE WITH OPERATION AND MAINTENANCE OF

EQUIPMENT.

" M

IN

VA

R

IE

S

VA

R

IE

S

CU-7

WATER VALVE VAULT

09-25-2012

NOTES:

1. ANY STRUCTURES WITHIN PAVED AREAS TO BE IN ACCORDANCE W/ IDOT AND

CIVIL SITE WORK DESIGN GUIDE.

2. VALVE VAULT OPENING SHALL BE CENTERED OVER VALVE & CASTING TO BE

SET AT FINISH GRADE AS SHOWN ON PLANS.

3. VALVES SHOULD BE RESILIENT WEDGE GATE VALVES CONFORMING TO

AWWA C509 AND SHALL BE WATEROUS 2500, OR FERMI APPROVED EQUAL.

4. ALL NUTS AND BOLTS ON VALVE ARE TO BE STAINLESS STEEL.

5. USE EBAA MEG-A-LUG MECHANICAL JOINTS RESTRAINTS, OR FERMI

APPROVED EQUAL.

6. RUBBER BOOT CONNECTOR ASSEMBLY SHALL MEET ASTM C923

REQUIREMENTS.

7. PROVIDE 1" LAYER OF PREFORMED JOINT FILLER BETWEEN PEDESTAL AND

VALVE.

8. OPERATING NUT SHALL BE LOCATED DIRECTLY BELOW VALVE VAULT LID.

NEENAH R- 1713 TRACE SAFE WATER BLOCKING

FRAME & COVER OR TRACER WIRE SYSTEM TO BE

APPROVED EQUIVALENT W/ CONNECTED TOTOP STEP OF

"WATER" CAST INTO LID M.H. W/ NYLON TIE WRAPS

PRECAST CONCRETE RINGS

2'-0" 8" MAX. WITH BITUMINOUS MASTIC

BED FOR EACH RING AND CASTING

STEPS @

16" O.C. PRECAST REINFORCED

CONCRETE MH SECTIONS, ASTM

C-478 SET IN 2 BUTYL ROPES &

CLOSE LIFT HOLES WATERTIGHT

5" RUBBER BOOT CONNECTOR

AT MANHOLE WALL, TYP.

SOLID

CONCRETE HDPE OR PVC PIPE

BLOCK 5"

MORTAR

6" 6"

4" BEDDING 4'Ø FOR 6"/8" VALVES

SAND CUSHION 5'Ø FOR VALVES > 8"

CU-8

ICW & VILLAGE DWS FIRE HYDRANT

WATER

" T

O

9"

M

IN

. C

O V

E

CU-9

DWS FLUSHING HYDRANT

WATER

2-1/2" FLUSHING HYDRANT

(WITH "WATER" CAST ON FACE) MODEL - "ECLIPSE No. 2"

AS MFD. BY THE KUPFERLE

FOUNDRY COMPANY OR

APPROVED EQUAL

PAINT BARREL "KELLY GREEN"

CIL AUXILIARY VALVE & DIM. VARIES

VALVE BOX AS PER SPECS.

GATE VALVE

SCREW TYPE VALVE BOX

PRECAST SOLID

CONC. BLOCK (TYP.)

HDPE OR PVC

WM

SURROUND WITH

DRAINAGE STONE

CIL ELEV. DWS PIPE

PROVIDE THRUST BLOCK

NOTE: HDPE PIPE, USE HDPE AS PER SCHEDULE AND

FUSION WELDED SADDLE TEE DETAIL BELOW AT LEFT

WITH BACKER RINGS PER MFG.

PRECAST SOLID PLACE 4 C.F. OF CRUSHED

CONCRETE BLOCK STONE BENEATH HYDRANT

FOR PROPER DRAINAGE / HYD.

17 POUND ANODE BAG

NOTES: 24" TO 36" FROM VALVE

1. VILLAGE FIRE HYDRANTS ARE CLASS A AND SHOULD BE PAINTED EMBEDDED INTO TRENCH WALL

GREEN. WITH 12 AWG SOLID COPPER TW WIRE

2. HYDRANT, VALVE AND TEE SHALL BE SECURELY TIED TOGETHER TO CATHODIC CLAMP/CONNECTOR

WITH EBAA MEG-A-LUGS (OR FERMI APPROVED EQUAL) AND SEE POST INDICATING VALVE

PRECAST OR PREFORMED CONCRETE THRUST BLOCKS. SKETCH CU-10 FOR CLAMP DETAIL

3. ALL NUTS AND BOLTS ON HYDRANTS AND VALVES SHALL BE

STAINLESS STEEL.

4. SEE POST INDICATING VALVE SKETCH CU-10 FOR CATHODIC

CLAMP/CONNECTION DETAIL.

5. SEE ICW & VILLAGE FIRE HYDRANT SKETCH CU-8 FOR BUMPER

POST PLACEMENT

POST INDICATING VALVE

ISD/ENG. N/A CU-10

HEX CAP

SCREW

12 AWG SOLID

COPPER TW

LOCK

WASHER

STAINLESS STEEL

CATHODIC-CLAMP

HEX NUT

METALIC(PIPE/VALVE)

SURFACE

NOTE: ISOLATION (LEAD-IN)

VALVE TO BE PAINTED RED,

SECTIONAL CONTROL VALVE

TO BE PAINTED PAINT YELLOW

AMERICAN FLOW

CONTROL IP-16

INDICATOR POST

H.P. FINISHED SURFACE

PROVIDE GEO-FABRIC &

GRAVEL STONE TO

FACILITATE TURF

TRIMMING

3/4" Ø TIE ROD

17 POUND ANODE BAG, 24"-36"

FROM VALVE EMBEDDED INTO

TRENCH WALL W/ 12 AWG SOLID

COPPER TW TO CATHODIC-CLAMP

EBAA MEG-A-LUG MECHANICAL

JOINT RESTRAINT, OR

APPROVED EQUAL

" T

O

0"

IE

S

5' -6

" M

IN

. C O

VE

ISD/ENG. N/A CU-11

WATER SERVICE AND CURB STOP

CIVIL DESIGN GUIDE

11-26-2012 6-15-2023

CU-12

TYPICAL WATER VALVE BOX

6-15-2023

1. VALVES IN PAVED AREAS OR WITHIN 3' OF PAVEMENT SHALL BE IN VAULT.

2. VALVES 10" OR LARGER SHALL BE IN VAULT.

3. VALVES SHOULD BE RESILIENT WEDGE GATE VALVES CONFORMING TO

AWWA C509 AND SHALL BE WATEROUS 2500, OR FERMI APPROVED EQUAL.

4. ALL NUTS AND BOLTS ON VALVE ARE TO BE STAINLESS STEEL.

5. USE EBAA MEG-A-LUG MECHANICAL JOINTS RESTRAINTS, OR FERMI

APPROVED EQUAL.

CU-13

UTILITY MARKER POST DETAIL

CU-14

STORM / SANITARY SEWER FLATTOP - 1

NEENAH R-1642 FRAME

W/TYPE "D" SELF SEALING EXTERNAL CHIMNEY SEAL LID. MARKED "SANITARY" OR

"STORM" OR APPV'D EQUAL.

FIN. GRADE

REINF. PRECAST RIM EL. XXX.XX

TOP SLAB

PRECAST CONCRETE RINGS 12"

MAX. WITH BITUMINOUS MASTIC

BED FOR EACH RING & CASTING

PRECAST REINFORCED 8" THICKNESS CONCRETE MH SECTIONS,

JOINTS TO BE EXTERNALLY

ASTM C-478 SET IN 2 BUTYL SEALED W/ A 6" OR 9" WIDE ROPES & CLOSE LIFT

BAND OF RUBBER AND MASTIC HOLES WATERTIGHT

CONFORMING TO ASTM C-877.

TYPE 2 OR TYPE 3. POLYPROPYLENE

FLEXIBLE WATERTIGHT COATED STEPS

@ 12" ON CENTER. CONNECTION, PER ASTM C-923

SANITARY 1/2 DIA SANITARY SEWER,

FILL SIZE SHOWN ON PLANS

CONCRETE SUPPORT

BENCH 6" MONOLITHIC PRE CAST

W/ BASE OR CAST-IN PLACE

4" SAND CUSHION

MIN.

CL SAN. S. DISCHARGE PIPE

INVERT EL. XXX.XX

1. REFERENCE SECTION 32 FOR SANITARY SEWER MANHOLE OF THE STANDARD

SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION IN ILLINOIS

2. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER

MANHOLES, AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

EXTERNAL CHIMNEY SEALS SHALL BE MANUFACTURED BY MAR MAC

CONSTRUCTION (SUR-SEAL), CRETEX SPECIALTY PRODUCTS (CLASSIC SEAL),

SEALING SYSTEMS, INC. (INFI-SHIELD) OR FERMI APPROVED EQUAL.

3. OUTSIDE DROP CONNECTION IS REQUIRED FOR INVERT VERTICAL SEPARATION

OF 2' OR MORE.

4. BACKFILL TO BE COMPACTED TO 95% DENSITY.

CU-15

STORM / SANITARY SEWER FLATTOP - 2

NEENAH R-1642 FRAME

W/TYPE "D" SELF SEALING

LID. MARKED "SANITARY" OR EXTERNAL CHIMNEY SEAL

"STORM" OR APPV'D EQUAL.

SET RIM ELEV @

REINF. PRECAST 1'-0" ABOVE

TOP SLAB EXIST. GRADE

PRECAST CONCRETE RINGS 12"

MAX. WITH BITUMINOUS MASTIC

BED FOR EACH RING & CASTING

PRECAST REINFORCED 8" THICKNESS CONCRETE MH SECTIONS,

JOINTS TO BE EXTERNALLY

ASTM C-478 SET IN 2 BUTYL SEALED W/ A 6" OR 9" WIDE

ROPES & CLOSE LIFT

HOLES WATERTIGHT BAND OF RUBBER AND MASTIC

CONFORMING TO ASTM C-877.

TYPE 2 OR TYPE 3. POLYPROPYLENE

FLEXIBLE WATERTIGHT

COATED STEPS

@ 12" ON CENTER. CONNECTION, PER ASTM C-923

SANITARY 1/2 DIA

FILL

CONCRETE SUPPORT 6" PRECAST REINF.

BENCH CONC. SLAB OR

CAST-IN PLACE

CL SAN. S. DISCHARGE PIPE

1. REFERENCE SECTION 32 FOR SANITARY SEWER MANHOLE OF THE STANDARD

SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION IN ILLINOIS

2. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER

MANHOLES, AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

EXTERNAL CHIMNEY SEALS SHALL BE MANUFACTURED BY MAR MAC

CONSTRUCTION (SUR-SEAL), CRETEX SPECIALTY PRODUCTS (CLASSIC SEAL),

SEALING SYSTEMS, INC. (INFI-SHIELD) OR FERMI APPROVED EQUAL.

3. OUTSIDE DROP CONNECTION IS REQUIRED FOR INVERT VERTICAL SEPARATION

IE

S

2'

CU-16

STORM / SANITARY SEWER CONETOP

NOTE:TYPE A MANHOLE LESS THAN 26-INCH PIPE

DIAMETER

NEENAH R-1642 FRAME EXTERNAL CHIMNEY SEAL

W/TYPE"D" SELF SEALING 2'-0" LID, MARKED "SANITARY"

OR APPROVED EQUAL

FIN. GRADE RIM ELEV. (SEE PROFILE)

PRECAST CONCRETE RINGS 12"

COMPACT SOIL MAX. WITH BITUMINOUS MASTIC

BED FOR EACH RING & CASTING

PRECAST REINFORCED

CONCRETE MH SECTIONS,

ASTM C-478 SET IN 2 BUTYL JOINTS TO BE EXTERNALLY

ROPES & CLOSE LIFT SEALED W/ A 6" OR 9" WIDE

HOLES WATERTIGHT BAND OF RUBBER AND MASTIC

CONFORMING TO ASTM C-877.

5" MIN. 4'-0" TYPE 2 OR TYPE 3.

FLEXIBLE WATERTIGHT

CONNECTION, PER ASTM C-923

PIPE POURED CONC. POLYPROPYLENE

BENCH COATED STEPS

@ 12" ON CENTER.

SANITARY 1/2 DIA

FILL

6" PRECAST REINF.

CONC. SLAB OR

CAST-IN PLACE

4" SAND CUSHION

8"MIN.

DISCHARGE

SEE PROFILE FOR INVERT

NOTES:

1. REFERENCE SECTION 32 FOR SANITARY SEWER MANHOLE OF THE STANDARD

SPECIFICATIONS FOR WATER & SEWER CONSTRUCTION IN ILLINOIS

2. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED ON ALL SANITARY SEWER

MANHOLES, AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

EXTERNAL CHIMNEY SEALS SHALL BE MANUFACTURED BY MAR MAC

CONSTRUCTION (SUR-SEAL), CRETEX SPECIALTY PRODUCTS (CLASSIC SEAL),

SEALING SYSTEMS, INC. (INFI-SHIELD) OR FERMI APPROVED EQUAL.

3. OUTSIDE DROP CONNECTION IS REQUIRED FOR INVERT VERTICAL SEPARATION

CU-17

STORM SEWER CATCH BASIN FLATTOP

06/16/2022

EENAH R-2540 OR R-2682

RAME AND GRATE

R APPROVED EQUAL EXTERNAL CHIMNEY SEAL ENDING SITE CONDITIONS

FIN. GRADE

REINF. PRECAST RIM EL. XXX.XX

TOP SLAB PRECAST CONCRETE RINGS 12

MAX. WITH BITUMINOUS MASTIC

BED FOR EACH RING & CASTING

PRECAST REINFORCED 8" THICKNESS CONCRETE MH SECTIONS,

JOINTS TO BE EXTERNALLY

ASTM C-478 SET IN 2 BUTYL SEALED W/ A 6" OR 9" WIDE ROPES & CLOSE LIFT

BAND OF RUBBER AND MASTIC HOLES WATERTIGHT

CONFORMING TO ASTM C-877.

TYPE 2 OR TYPE 3. POLYPROPYLENE

FLEXIBLE WATERTIGHT COATED STEPS

@ 12" ON CENTER. CONNECTION, PER ASTM C-923

STORM SEWER,

SIZE SHOWN ON PLANS

2'-0" PRECAST SUMP FOR CATCH B

6" MONOLITHIC PRE CAST

W/ BASE OR CAST-IN PLACE

MIN.

CL STORM SEWER DISCHARGE PIPE

INVERT EL. XXX.XX

1. REFERENCE SECTION 1042 FOR STORM SEWER STRUCTURES OF THE STANDARD

SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS

2. EXTERNAL CHIMNEY SEALS SHALL BE INSTALLED ON ALL SEWER MANHOLE

STRUCTURES AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.

EXTERNAL CHIMNEY SEALS SHALL BE MANUFACTURED BY MAR MAC

CONSTRUCTION (SUR-SEAL), CRETEX SPECIALTY PRODUCTS (CLASSIC SEAL),

SEALING SYSTEMS, INC. (INFI-SHIELD) OR FERMI APPROVED EQUAL.

3. BACKFILL…