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S-946 - 07/13/1999 - PUBLIC WORKS - Ordinances ORDINANCE 1999-PW-CR-EX1-S- 946 AN ORDINANCE ESTABLISHING THE POLICY OF THE VILLAGE OF OAK BROOK BY ADOPTING THE PUBLIC WORKS CONSTRUCTION STANDARDS WHEREAS,the Village President and Board of Trustees of the Village of Oak Brook(the"Board") have determined that it is necessary and appropriate to establish uniform policies concerning requirements for and procedures regarding public works construction standards in the Village; and WHEREAS, it is in the best interests of the Village of Oak Brook that the attached Public Works Construction Standards be adopted. NOW,THEREFORE,BE IT ORDAINED BY THE VILLAGE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS, as follows: Section 1: That the provisions of the preamble are hereby adopted as though fully set forth herein. Section • That Public Works Construction Standards for the Village of Oak Brook, a copy of which is labeled Exhibit A,which is attached hereto and incorporated herein, are hereby approved and adopted in their entirety. Section : That the validity of any action otherwise taken by the Board in accordance with applicable State law shall not be invalidated, impaired or otherwise affected by noncompliance with any part of the procedures or policy set forth in this ordinance. Section 4: That the Village Clerk is authorized and directed to publish this ordinance in pamphlet form in the manner provided by law. Section 5: That all ordinances or resolutions or parts of ordinances and resolutions in conflict with this ordinance are hereby repealed. Section 6: That this ordinance shall be in full force and effect from and after passage and approval pursuant to law. PASSED THIS 13th day of July, 1999. Ayes: Trustees Butler, Craig, Kenny, McInerney and Savino Nays: None Absent: Trustee Caleel Abstain: None Ordinance 1999-PW-CR-EX1-S-946 Adopting Public Works Construction Standards, Page 2 APPROVED THIS 13th day of July, 1999. Vi age President c � � / r Approved as to Form: Village Attorney Published 7/14/99 Pamphlet Form Date Paper Not Published Ord:policy i PUBLIC WORKS CONSTRUCTION STANDARDS INDEX TITLE SECTION GENERAL ITEMS GEN ITEMS Backfill of Trenches I Construction Noise 1 Construction Schedule 1 Mailboxes 2 Miscellaneous Items 2 Objects Within Parkways 2 Restoration of Grass Areas 3 Stormwater 3 Village Review& Inspection . 4 Sample Certificate of Insurance 5 Sample Covenant 6 Sample Letter of Permission 8 PAVEMENTS AND SIDEWALKS P&S General Standards I Streets . 3 Sidewalks 4 Commercial Driveways and Parking Lots 5 STREET LIGHTS LIGHTING General Standards I STREET TREES TREES General Standards 1 TRAFFIC SIGNALS : TS General Standards 1 UTILITIES UTILITY Purpose and Objectives I General Standards 2 Page 1 of 2 WATER SYSTEM WATER General Standards 1 Specific Standards I ENGINEERING PERMITS General Instructions ENG PERMITS-GI General Permit Conditions ENG PERMITS-GC SUBDIVISIONS General Instructions SUBD-GI General Notes . SUBD-GN Site Grading, Roadway and Pedestrian/Bicycle Path Construction SUBD-SG Erosion Control Requirements SUBD-EC Water Main Construction . SUBD-WM Sanitary Sewer Construction SUBD-SAN Storm Sewer Construction SUBD-STM Street Light Construction SUBD-SL STANDARD DETAILS Casting Adjustment SDI Frame and Grate- Depressed Curb/Driveway(IDOT Type 9) SD2 Frame and Grate - Vane Grate(IDOT Type 3V) SD3 Frame and Lid - Roll Type Curb (IDOT Type 6) SD4 Frame and Lid - Sanitary/Storm Sewer or Water SDS Grate - Round Beehive (IDOT Type 8) SD6 Grate- Raised Round Beehive SD7 Hydrant SD8 Hydrant Tee - Parallel. SD9 Inlet(IDOT Type A) SD10 Lake Section& Shoreline Protection . SDI 1 Manhole(IDOT Type A) SD 12 Pedestrian/Bicycle Path SD 13 Retainer Glands - Meg A Lug. SD 14 Street Light Details and Catalog Cuts. SD15 Table 2 - Allowable Leakage for Pipeline per 1,000 feet-gph SD16 Trench Backfill Detail -Trench Parallel To Roadway SD17 Valve Vault(IDOT Type A) SD18 Water Service—Combined Fire and Domestic SD 19 Water Service—Separate Fire and Domestic SD20 j Water Tap Service SD21 Page 2 of 2 \PW STD INDEX PUBLIC WORKS CONSTRUCTION STANDARDS GENERAL ITEMS All work shall comply with all applicable sections of the Village Code of Ordinances and these Public Works Construction Standards. BACKFILL OF TRENCHES Trenches under or within 5 feet (1.5 m) of roadways/pathways/driveways shall be backfilled, as soon as practicable, to 5 feet (1.5 m) outside the roadways/ pathways/driveways with CA-6 aggregate mechanically compacted in 1 foot (0.3 m) lifts starting 1 foot (0.3 m) above the top of pipe. Compaction by backhoe bucket is never acceptable. Flowable fill ("Flash Fill" as supplied by Engineered Fill Systems, Inc. of Naperville, IL, or equal) is permitted in place of CA-6 unless otherwise specifically stated. CONSTRUCTION NOISE Construction noise restrictions are found in Section 9-2 of the Code of Ordinances. Generally, residential areas are restricted to between 7:00 a.m. - 6:00 p.m. Monday - Friday and 8:00 a.m. - 5:00 p.m. Saturday & Sunday. Commercial areas are restricted to between 6:00 a.m. - 6:00 p.m. Sunday - Saturday. CONSTRUCTION SCHEDULE A construction schedule shall be required for all work. The Village Engineer shall review any schedule submitted and shall approve it or require revisions as he/she deems necessary and appropriate. i I Section GEN ITEMS, Page I of 8 MAILBOXES Mailbox structures are a unique issue. The OBJECTS WITHIN PARKWAYS section allows a United States Post Office mailbox on a normal wood or metal post without a permit. Other structures require a permit and an indemnification covenant. MISCELLANEOUS ITEMS All work areas shall be restored in accordance with these Public Works Standards. Excavations outside of pavements remaining open overnight shall be protected each night; this may be achieved by backfilling to grade or lighted barricades and fencing on all sides. When the Village notifies a permittee of a failure in the work area (e.g., cave-in or settlement), the permittee shall respond and permanently repair said work area within 2 calendar days unless the failure poses a safety hazard, as determined by the Village Engineer, in which case the permittee shall respond within six(6) hours. Disturbed areas shall be limited to no more than 100 linear feet of open trench before backfilling and,temporary repairs are initiated. Care must be taken in job site parking to avoid damage to sidewalks, pathways, driveways, or landscaping. Parked vehicles and equipment shall not restrict private property access nor hinder sight distances for traffic or pedestrians. Erosion and sediment control .in and around work sites shall be in accordance with pertinent Village requirements and documents. Inlet protection shall be provided at all inlets (within paved or unpaved areas). Under no circumstances shall material be washed into storm drains. Excess material/sediment shall be allowed to dry and then removed by vacuum sweeper or shoveling and hauled away. OBJECTS WITHIN PARKWAYS. The Village hereby establishes the following policy regarding objects within parkways: A. Notwithstanding section 12-11 of the Oak Brook Code, items that are relatively mobile and have low mass and low height are allowed within the parkway as a matter of right and do not require a permit. Examples include grass, flowers, flexible reflectors, wooden lathe stakes (often used to mark driveways in winter), and normal mailbox posts. Section GEN ITEMS, Page 2 of 8 B. Items that are more permanent than those contemplated in section A might be allowed within the parkway under a permit issued by the Village. This section addresses those objects that are substantial enough to require a permit and justify,engineering review and Village control over what they are and where they go. Examples include sprinkler lines, light posts, small identification walls, ornate/substantial mailbox structures, "minor" ornate mailbox-type structures, and trees/shrubs. Except for those items discussed in the preceding paragraph, a private clear zone of 10 feet adjacent to the back of curb or edge of pavement (shoulder if one exists) should be maintained. This does not include items that are or become Village property such as hydrants, street trees, etc. This private clear zone can be occupied by objects smaller than eight inches above the ground and which would not require a permit. This would allow applicants to place small items within the private clear zone that should not cause damage to vehicles. Examples include small boulders or timbers. The parkway beyond the private clear zone could be used by applicants for other larger objects such as light posts which would require a permit. C. Items that pose safety hazards or interfere with the private clear zone within parkways are prohibited within the parkway. Examples include larger boulders, vertical pipes, berms (as defined in Village Ordinance), and private retaining walls. RESTORATION OF GRASS AREAS All areas covered with grass prior to construction shall be sodded after construction. The Village Engineer may allow seed depending upon the unique circumstances of a particular site. STORMWATER Detention Facilities Restrictor plates and short pipe sections are not permitted. The entire length of the outlet pipe must be sized for the required detention release rate. Section GEN ITEMS, Page 3 of 8 VILLAGE REVIEW& INSPECTION The Village will review permit applications as expeditiously as possible and correspond with applicants, either by telephone or in person, to correct any deficiencies so that a permit can be approved as soon as possible. Submittal of correct and complete application documents by the applicant will speed the review and approval process. Inspection services will be provided by the Village as necessary and upon request by permittees. Twenty-four (24) hours advance notice must be given. Also see "General Permit Conditions - Engineering Permits Only"for further information. Patches will be approved based on their general appearance, compliance with these Public Works Standards, and their "rideability". Rideability is defined as a leveling tolerance to within one- quarter(1/4") inch at any point across the parch as it relates to the surrounding pavement surface. Inspection by the Village does not relieve the permittee of its responsibilities to perform and meet its permit requirements and conditions. i Section GEN ITEMS, Page 4 of 8 (I \PW STD GEN-ITEMS PUBLIC WORKS STANDARDS GENERAL ITEMS . . .. .. MWE OAT!p.►voOnq. _. A fDOI:IP. Date of Issue ►NOO°`E" SAMPLE CERTIFICATE THIS CERT=ATE IS ISSUED AS A MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AMEND. "C\ Showing MINIMUM EKTENO OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. FULLY COMPLETED LEed EMENTS for ANY WORK COMPANIES AFFORDING COVERAGE the VILLAGE which Coot ��$50�000 o�oA+r�AHY A Name of Insurance Company LcOur ETrm Aw B Name of Insurance Company COUPANY C Name of Insurance Company LErrM FULLY COMPLETED .' D Name of Insurance Company r u E Name of Insurance Company f,COVERAGES- r THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PEITTAJN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO Toe*IF WSW"= ►OUCY MYY/EIt ►OUCf EFFECTTK Paucy c'mAnou ALL LIMITS IN THOYSAN03 L-1 DATE PALv=yYI DATE Q+MM" CIOIEAALUASKM GENERALAGGFEdATE S X OCU4a=AL GENERAL wautY Policy Policy ►AOOUCrSCOMPnftAGGaEGATE S k CL#AU MADE MX 000 L Policy Number Start End P960NAL A ADVVUMNG 1"M : A oA.IHEns a OCNITUC:TOR3 PACT. Date Date �+ s 2,000 FM DAMAGE VA f ems.6 eI s AITTOMOGILE UASUM CpuyNED +=r, X ANY AUTO � ` 1,000 ALL CWHED AUI08 •�":; B Policy Policy ►OCCO`LY 3C041XAED AUMS Policy Number Start End Pw►«s«d .; X HfEDAUID3 Date Date 800EYA : TAAIRY $ X NOWOVO4ED AUTOS M-AWE UA8XJW EXCESS UAJ LnY y��,..0 •AGGREGATE C CIHMTHANU&0FaUAFORM I ( �. MR Ma S rYORRp17 co UP02AZO14 STAMdtY .. .. ;a;.•,,r..:...;. Policy Policy s 9 �I D AND Policy Number Start End= E aIaEASC4ro0 L"TI EMPLOYOW U&MUTY 'Date Date t p6E/lgE•ENC1,04t.CrEc Of IOTHER AMPTION OF O►EAAT*H3A'ACJATION3 tot NNx.0'R=TWCTIONSIS/ECML ITEMS RE: (Insert V.O.B Project Number and Project Name) ADDITIONAL INSURED: The Village of Oak Brook, its officers, officials, employees and volunteers xCfRTTFICASEHOEDER' CANCEEfA.-ON, VILLAGE OF OAK BROOK SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELIFD BEFORE THEY pCPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 1200 Oak Brook Road Oak Brook, Illinois 60521-2255 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE ATT.I: (Insert Name or Department) AUTHOFU=RE►RE3U(TAnVZ Page 1 of 1 Authorized Signature Section GEN ITE?IS, Page 5 of 8 PUBLIC WORKS CONSTRUCTION STANDARDS GENERAL ITEMS SAMPLE COVENANT THIS SAMPLE COVENANT WILL CHANGE DEPENDING UPON THE CIRCUMSTANCES OF EACH APPLICATION. The undersigned, for and on behalf of all owners (hereinafter "OWNERS") of the property known as and legally described as: Permanent Parcel No. Lot in , being a subdivision of part of Section , Township 39 North, Range 11 East of the Third Principal Meridian, in DuPage County, Illinois as recorded as Document No. agree as follows: In exchange for the Village of Oak Brook's permission for the installation of (hereinafter "STRUCTURES") near the entrance to the foregoing property but within the existing public right-of-way of , at a distance of not less than one (1') foot behind the back of curb, OWNERS agree to assume all risks associated with said STRUCTURES, to maintain said STRUCTURES and to repair or replace said STRUCTURES in the event they are damaged, destroyed, or removed by any party including the Village of Oak Brook. In the event that the STRUCTURES or a portion of them are removed during the installation, maintenance or repair of Village of Oak Brook facilities or other utility company facilities in the right-of-way, OWNERS waive any claim for restoration and agree to restore the STRUCTURES at OWNERS' sole expense. .OWNERS shall protect, defend, indemnify and hold harmless the Village of Oak Brook and all utility companies from any claim, liability, cost, damage or expense (including, without limitation, reasonable attorney's fees and court costs) of any type, nature or description arising in connection with the permission herein granted and due in whole or in part to the negligent act or omission of the Village, its officers, agents, employees, contractors or invitees, all without limitation. j Section GEN ITEMS, Page 6 of 8 This covenant shall run with the land. This covenant shall be binding and inure to the benefit of the successors, assigns, heirs, devises, transferees, grantees, or lessees of the respective parties hereto. Owner Owner STATE OF ILLINOIS ) )SS COUNTY OF DUPAGE) 1, , a Notary Public in and for the said County, in the State of Illinois aforesaid, do hereby certify that and personally known to me to be the same person whose name subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that signed, sealed, and delivered said instrument as free,and voluntary act for the uses and purposes therein setforth. Given under my hand and seal this day of , 19 Notary Public This document prepared by and return to: Richard A. Martens,Attorney at Law Village of Oak Brook 1200 Oak Brook Road Oak Brook, IL 60523 i Section GEN ITEMS, Page 7 of 8 PUBLIC WORKS CONSTRUCTION STANDARDS GENERAL ITEMS SAMPLE LETTER OF PERMISSION THIS SAMPLE LETTER OF PERMISSION WILL CHANGE DEPENDING UPON THE CIRCUMSTANCES OF EACH APPLICATION. I owner of the property at , Oak Brook, IL give the Village of Oak Brook, its employees and agents, permission to enter upon my property for the purpose of Dated: Signed: Owner's Signature Owner's Spelled Name I Section GEN ITEMS, Page 8 of 8 PUBLIC WORKS CONSTRUCTION STANDARDS PAVEMENTS AND SIDEWALKS GENERAL STANDARDS All new pavement or sidewalk/pathway construction and repair and/or alteration of existing pavements or sidewalks/pathways shall conform to the requirements set forth in these standards. Design and construction shall comply with the latest Illinois Department of Transportation standards except as modified herein. Pavement and sidewalk/pathway work shall also comply with the requirements of the Subdivision Site Grading, Roadway and Pedestrian/Bicycle Path Construction section of the Public Works Construction Standards. Pavement cuts: - Open cutting of pavements is generally not permitted. The Village Engineer may allow open cutting of pavements when he/she deems it necessary or appropriate. - When permitted, only one-half of any road pavement may be closed to traffic and have an open trench at any time unless special permission is obtained from the Village Engineer. - All saw cuts shall be full depth. At locations where the proposed utility must be installed across an existing roadway and open cut construction for this location has been approved by the Village, the limits of the trench shall be initially saw cut. The disturbed pavement within the trench area and any additional pavement width weakened by the trench (all such additional areas shall be saw cut) shall be restored in kind using equal or better materials to lines and grades equal to or better than that which existed prior to construction subject to the following: All pavement edges shall be vertical, clean and structurally sound for restoration. This may require saw cutting just prior to restoration activities. The thickness of the replacement pavement shall be a minimum of 2" (50 mm) thicker and below the existing pavement depth, but must also comply with the following minimum pavement replacement thicknesses and materials: Concrete pavement: a rich mix/high early strength Portland Cement Concrete, 8" (200 mm) thick. Section P&S, Page 1 of 5 I • Bituminous pavement: 2" (50 mm) Bituminous Concrete Surface Course,Class I, Type 2 over 7" (175 mm) Bituminous Base Course (BAM) (lift thicknesses shall depend upon compaction equipment-2"with vibrating plate; 4"with self-propelled roller). Restoration of pavement shall be accomplished as soon as practicable (in no event shall it be longer than 15 calendar days), and temporary repair with bituminous mixture (2" minimum thickness) shall be provided within one calendar day and maintained until restoration takes place. Any.subsequent failure of either the temporary repair or the restoration shall be rebuilt by the permittee, at his/her sole expense, upon notification by the Village. In cases where work disturbs a significant portion of a pavement,the Village may require overlay of an area larger than the work area to insure a smooth, rideable surface. In cases where a trench edge is within 5 feet of an existing patched area,the Village may require the entire 5 foot area to also be removed and replaced. Directional Borings:-Borings over 4"(100 mm) in diameter shall be accomplished with an auger and following pipe and the diameter of the auger shall not exceed the outside diameter of the proposed conduit by more than 1" (25 mm). - Borings of 4 (100 mm) or less in diameter may be accomplished by either augering,jacking, or directional bore. Arterial and Collector Streets Arterial and collector streets require stricter regulation to maintain the orderly and safe flow of traffic. Therefore, no work, except emergency work to restore services, will be performed on the following street pavements during the peak traffic hours of 7:00 a.m. - 4:00 a.m. and 4:30 p.m. - 6:00 p.m. Monday through Friday unless written permission is received from the Village Engineer: 1. 16`h Street between Route 83 and Spring Road 2 22"d Street between Route 83 and Clearwater Drive 3. Jorie Boulevard 4. Spring Road between 22"d Street and the northerly Village limits 5. Windsor Drive between 22"d Street and Swift Drive 6. York Road between Golf Drive and the northerly Village limits Lane closures will be restricted to the working lane only and two way traffic will be maintained at all times. I Section P&S, Page 2 of 5 Arterial and collector streets shall be opened to traffic during the above stated rush hours with all openings covered by a road plate or an asphalt patch. The permanent patch shall be placed as soon as possible but not later than 3 calendar days after backfilling. CHECK WITH MM & SV When notified by the Village of an unsafe opening, the responsible party (usually a permittee) shall respond and repair said opening within 12 hours. Failure to do so may cause the Village to undertake such repairs as is necessary and bill the responsible party for its expenses. Other Streets Being less traveled, work generally can be performed on these street pavements during the peak traffic hours. However, two way traffic shall be maintained at all times by either keeping two lanes open or by flagmen controlling one lane. Excavations shall be protected each night; this may be achieved by 1) backfilling to grade and installing a temporary asphalt patch, or 2) lighted barricades and fencing. The permanent patch shall be placed as soon as possible but not later than 7 calendar days after backfilling. When notified by the Village of an unsafe opening, the responsible party (usually a permittee) shall respond and repair said opening within 12 hours. Failure to do so may cause the Village to undertake such repairs as is necessary and bill the responsible party for its expenses. STREETS Design Period The design period for all pavements shall be 20 years. A soil support CBR value of two and one- half(2-1/2) may be assumed. Higher CBR values must be verified by laboratory analysis. Residential traffic volumes may be computed by assuming 12 trips per dwelling unit per day for R-1, R-2, R-3, and R-4 zoning districts. Rigid Pavement Minimum Thickness Class of Streets ADT in (mm) with 6" sub-base IV under 750 6 (150) III 750 -2,000 7 (175) II over 2,000 8 (200) Section P&S, Page 3 of 5 i Flexible Pavement Minimum allowable structural number(D) is 3.0. Minimum thickness of bituminous concrete courses: Minimum thickness Course in (mm) Surface 1.5 (38) Binder 1.5 (38) Base 6 (150) Pozzolonic base courses shall not be allowed. Typical flexible pavement: 1.5" (38 mm) Bituminous Concrete Surface Course 1.5" (38 mm) Bituminous Concrete Binder Course 6"(150 mm) Bituminous Base Course Curbs and Gutters Concrete curb shall be Type B with a height of 6"(150 mm) and a width of 7" (175 mm). Combination concrete curb and gutter shall be M-6.12 (M-15.30). All curbs shall either be depressed across driveways during construction or shall be saw cut from the house side as a depressed section at the time of driveway construction. SIDEWALKS Sidewalks shall be constructed of portland cement concrete. The minimum thickness shall be 5" (125 mm) except across driveways where the thickness shall be 7" (175 mm). The minimum width shall be 5' (1.5 m). I Section P&S, Page 4 of 5 COMMERCIAL DRIVEWAYS AND PARKING LOTS For flexible pavement, the minimum allowable structural numbers (D) are: Pavement type Minimum D, Parking lots 2.2 Driveways including areas for loading 3.0 Minimum thickness of bituminous concrete courses: Minimum thickness Course in (mm) Surface 1.5 (38) Binder 1.5 (38) Base 6.0 (150) Typical flexible parking lots: 1.5"(38 mm) Bituminous Concrete Surface Course 6"(150 mm) Bituminous Base Course or 1.5" (38 mm) Bituminous Concrete Surface Course 1.5" (38 mm) Bituminous Concrete Binder Course 9" (225 mm)Aggregate Base Course Typical flexible driveways including areas for loading: 1.5" (38 mm) Bituminous Concrete Surface Course 1.5" (38 mm) Bituminous Concrete Binder Course 6 (150 mm) Bituminous Base Course or 1.5"(38 mm) Bituminous Concrete Surface Course 1.5"(38 mm) Bituminous Concrete Binder Course 15" (375 mm) Aggregate Base Course I Section P&S, Page 5 of 5 \PW STD GEN-PAVEMENTS PUBLIC WORKS CONSTRUCTION STANDARDS STREET LIGHTS GENERALSTANDARDS Residential area street lighting shall comply with the requirements of the Subdivision Street Light Construction section and the Street Light Details and Catalog Cuts section of the Public Works Construction Standards. Light shall not spill over onto residences. Commercial area street lighting, including commercial driveways and parking areas, shall be approved by the Village on a case by case basis. In commercial lots, light shall not spill over onto residential areas. Section LIGHTING, Page 1 of 1 \PW STD GEN-LITING PUBLIC WORKS CONSTRUCTION STANDARDS STREET TREES GENERAL STANDARDS Acceptable deciduous trees (evergreen trees are not approved within parkways) within parkways are: 1. Oak(Pin or Red) 2. Ash(Marshall Seedless or Western Blue) 3. Maple(Sugar or Red) 4. Linden(American, European, or Little Leaf) 5. 'Locust(Thornless Honey) Trees proposed to be installed within other areas of public ways (such as cul-de-sac islands or entrance landscape areas) shall be submitted for review. Items of concern include hardiness in a public way environment (e.g., salt tolerant), sight lines, and other pertinent issues of the specific circumstance. If an applicant wishes to install trees within a parkway other than those listed, he/she shall submit a request which will be reviewed. Minimum diameter of trees planted within public ways shall be 2-1/2" (65 mm) measured 4' (1.2 m)above the ground. The minimum distance between edge of roadway and trees is as follows: Roadway without curb (measured from edge of pavement) = 10' (3.0 m) Roadway with curb (measured from back of curb) = 5' (1.5 m) In the erection, alteration or repair of any building or structure, a guard shall be placed and maintained around all trees within the public way to prevent injury to them. Trees shall be planted 40' (12 m) apart and 10' (3 m) from b-boxes, hydrants, inlets, and manholes. In a subdivision, a mixture of species shall be planted as approved by the Village. Trees shall be planted to the proper depth so the root collar is level with the surrounding soil grade. No part of a wire basket shall remain in the upper 6" (150 mm) of soil. i Section TREES, Page 1 of 2 Trees shall be mulched with 4" (100 mm) of wood chips. The permit applicant shall provide any landscape watering necessary. Trees shall be free of infectious diseases or insect infestation and shall be first class nursery grown. Thin,weak trees will not be accepted. Placement of trees shall be limited to areas that do not impede or interfere with the sight lines of pedestrians or operators of vehicles. Placement shall also be coordinated to avoid or minimize conflicts with utilities. i Section TREES, Page 2 of 2 !P W STD GEN-TREES PUBLIC WORKS CONSTRUCTION STANDARDS TRAFFIC SIGNALS GENERAL STANDARDS Opticom traffic pre-emption equipment, meeting the current requirements of the Fire Department at the time of installation, shall be installed in all proposed traffic signals. Each proposed traffic signal will be reviewed by the Village on a case by case basis depending upon its individual circumstances and conditions. Section TS, Page 1 of 1 i \PW STD GEN-TS PUBLIC WORKS CONSTRUCTION STANDARDS UTILITIES PURPOSE AND OBJECTIVES It makes sense to use established transportation corridors and their rights-of-way to locate the many utility services necessary to modern life. The public rights-of-way should be used for the public good. Providing reasonable access for utilities used by the public, while not lessening the safety of the traveling public, is certainly a public good. Use of the right-of-way for purposes besides vehicular and pedestrian traffic, however, must be controlled in the public interest. Public right-of-way is a community resource, a part of the infrastructure which links activities and places. The Village of Oak Brook is responsible for its streets and must establish control of the public ways to ensure that a safe travel environment is maintained, that other facilities in the public ways are not abused, and that best use is made of this resource. When work in the public ways is not controlled adequately,the likely results are: • Excavation made with no notice to the regulating agency. • Excavation and restoration work done without regard to community specifications and standards. • Use of improper materials and methods for restoring a utility cut. Slow repairs that create inconvenience to the public with extended lane closures. Y Poor workmanship in trench reinstatement and pavement restoration. - • Public dissatisfaction with traffic delays and interrupted services. • Disruption of adjoining public facilities, such as undercutting gutters and sidewalks. • Damage to adjoining utility facilities disturbed by improper excavation. • Increased maintenance costs form pavements which are cut repeatedly to access utilities. • Increased danger for the public and excavators. i Section UTILITY, Page 1 of 3 Therefore, it is recognized that there is a need to accommodate public or private utility companies in the providing of public or private services; however, the Village must insure that the primary purpose of the roadway, that being the passage of vehicular traffic, is maintained to the greatest extent possible. The use of the roadway corridors by utility companies is secondary to the movement of traffic. This policy strikes a balance between the public need for efficient, safe transportation routes and utility services within these routes. This utility policy has three primary objectives: 1. The Village must insure that the public safety is maintained and that public inconvenience is minimized by establishing time constraints for utility work, response time for utility repairs within public ways and specifically to the pavements, and standards for work zone safety. 2. Protect the Village's infrastructure investment by establishing repair standards for the pavement when utility cuts are made. 3. Effectively and efficiently manage all uses within the public ways. This policy has been prepared as a part of the Public Works Construction Standards to guide the staff and utility companies in achieving the above stated objectives. The policy is intended to provide general guidance only. Specific requirements will be developed based on site-specific conditions. Also, as with any policy, exceptions may be granted as deemed necessary by the Village. The Village will conduct periodic reviews of this policy and invites utility companies' input in order to make this policy an effective tool for the conduct of our mutual responsibilities to serve our respective"customers". GENERAL STANDARDS Any utility proposed to be located within or go through the drip line of any tree designated by the Village to be preserved shall be bored under or around the root system; trenching is not permitted. The utility company receiving a permit is held responsible for the work performed and the Village will contact the utility company for required adjustments or corrections regardless of whether the utility company performed the work itself or subcontracted and assigned the work. The permit is issued to the utility company and it is solely responsible for any work performed. Section UTILITY, Page 2 of 3 Minimum Cover of Underground Facilities Type of Facility Minimum Cover Power or Communication Line 24" (0.6 m) Gas or Petroleum Products 30" (0.8 m) Water Main 5'-6" (1.7 m) Sanitary/Storm Sewer Depends on individual situation I Section UTILITY, Page 3 of 3 \PW STD GEN-UTILITY PUBLIC WORKS CONSTRUCTION STANDARDS WATER SYSTEM GENERAL STANDARDS All new water system construction and repair and/or alteration of existing water system infrastructure shall conform to the requirements set forth in these standards. Design and .construction shall comply with the latest "Standard Specifications for Water and Sewer Main Construction in Illinois", except as modified herein, and other pertinent Village ordinances, requirements, and policies. Water system work shall also comply with the requirements of the Subdivision Water Main Construction section of the Public Works Construction Standards. SPECIFIC STANDARDS Water distribution mains shall be designed and constructed to conform with the long range water plans of the Village with respect to size and general location. Dead-end water mains should not be constructed unless plans call for the main to be a part of a future loop system and an approved flushing device installed at the dead-end. All water mains shall have a minimum diameter of 6" (150 mm). Minimum depth of bury (cover) shall be 5'-6" (1.7 m). Water main valves should be placed at intervals not exceeding 1,200' (350 m) to provide for isolating small sections of main and on as many legs of a"cross" or "tee" as deemed appropriate by the Village Engineer. All valves in existing or proposed pavement or sidewalk areas shall be in valve vaults as approved by the Village Engineer. Valves in grassy or unpaved areas may be installed with valve boxes as approved by the Village Engineer. Water mains and water services shall be installed in separate trenches and at least 10' (3.0 m) horizontal away from storm sewers and storm services and from sanitary sewers and sanitary services unless otherwise approved by the Village in writing. The service valve or curb stop shall be located 2' (0.5 m) from the property line (if within ROW) or easement line (if within easement). For single family residential use, valve boxes (b-boxes) will be permitted on these valves in any location. For all other use, valve boxes (b-boxes) will be permitted on these valves provided they do not fall within pavement or sidewalk in which case valve vaults will be required. Section WATER, Page 1 of 2 All water services shall be laid in public ways or easements to the premises so as to enter the building to be served by the most direct route from the water main. A metered check valve shall be installed on all fire lines at the owner's expense and shall be located inside the building as approved by the Public Works Director. Each service extension shall be tested prior to backfilling in the presence of a Water Division inspector and shall show no leakage under full water pressure. Easements shall be a minimum of 20' (6.0 m) in width for water mains that are 10" (250 mm) in diameter or less and`a minimum of 25' (7.5 m) in width for water mains that are 12" (3 00 mm) in diameter or more. No water main or water service shall be backfilled until approved to do so by the Engineering Department or Water Division. Section WATER, Page 2 of 2 /PW STD GEN-WATER PUBLIC WORKS CONSTRUCTION STANDARDS ENGINEERING PERMITS GENERAL INSTRUCTIONS 1. Generally These instructions have been prepared as a guideline to assist the permit applicant. Section 12-11 of the Code of Ordinances of the Village of Oak Brook: "It shall be unlawful to proceed with any work within public ways and public utility easements or with any water service extension construction without first having secured a permit therefor from the Village." Section 15-146.1 of the DuPage County Countywide Stormwater and Flood Plain Ordinance (adopted by the Village): "Any person proposing a development shall obtain a Stormwater Management Permit prior to development." Lettering on plans must be of sufficient size to be legible as determined by the Village. It is recommended that the minimum size for either typed or hand-printed lettering shall be no smaller than 0.10"(2.5 mm) in height. 2. Building Permit/Engineering Permit/Stormwater Management Permit/Water Permit One or all of the above permits shall be required for any work. For specific details refer to the Village Code. Typical examples of permit work are as follows: A. Commercial Development -Any new building -All remodeling -All additions - Demolition B. Residential Development -Any new building -All remodeling -All additions - Demolition - Moving C. Any site(commercial or residential)modification/work - Berming - Parking Lots - Land modification - Driveways(relocation and/or rebuilt) -Curb cuts -Ditch replaced with storm sewer D. Water Main Tap(commercial or residential) E. Storm Sewer/Sump Pump Work(commercial or residential) Section ENG PERMITS-Gl, Page I of 3 F. Sanitary Sewer Work(commercial or residential) G. Any Electric,Telephone,Gas,and Cable Installation - Shall be augered under existing roadways - For parallel installations,maintain a minimum horizontal 5'(1.5 m)separation between proposed utility and existing water main - For crossings,maintain a minimum 18"(0.5 m)of vertical separation(clear)between proposed utility and existing water main - For crossings, provide and install on proposed utility a 5'(1.5 m)minimum length casing pipe of either ductile iron pipe or Schedule 40 PVC pipe. -Site plan shall show the location of all topographical items that are in the vicinity of the work which would present an obstacle and which must be designed around. H. Any work within public ways. 3. Permit Application Forms Applications for all permits shall be on forms furnished by the Village for this purpose and are available from the Community Development Division of the Fire Department. All applications and payment of all permit fees shall be submitted to the Community Development Division;except, however,all permit applications by a public utility shall be submitted to the Engineering Department. Contact the Engineering Department for specific processing questions regarding work within public ways. For specific processing questions concerning water service applications, contact both the Engineering Department and the Water Division. Community Development Division Engineering Department Water Division (630)990-3045 (630)990-3010 (630)990-3044 All completed permit applications shall be accompanied by three (3) copies of a detailed scale plan(s) (Site Plan) and specifications for the proposed work. All water service applications, however, shall be accompanied by four(4)such plans and specifications. The Site Plan shall include such detailed information as may be required by the Village to ascertain what work is being proposed in relation to existing conditions and to ascertain compliance with Village requirements. Additionally, if the changing of surface grades on the property are involved,the Site Plan shall accurately show existing and proposed ground elevations and 1'(0.25 m) interval contours. 4. Benchmark All plans must use the Village elevation system. The plans must state at least two Village benchmarks from which all topographic and elevation information is derived. Contact the Engineering Department for benchmark data. 5. Easements All easements must be shown on all plan sheets. Section ENG PERMITS-GI, Page 2 of 3 6. Construction Schedule Erosion Control and Traffic Control Plans A construction schedule,erosion control plan and traffic control plan shall be submitted with the permit application. Tile erosion control plan shall contain both temporary and permanent control measures. The traffic control plan shall demonstrate the protective measures and devices that will be employed to prevent injury or damage to persons or property and to minimize disruptions to efficient pedestrian and vehicular traffic. 7. Inspection Notifications The permittee shall give twenty-four(24) hour advance notice to the Engineering Department prior to starting work or any phase of the work; except in the case of a water service item, such notice will be given to both the Engineering Department and Water Department. If advance notice is not supplied as stipulated above for any or all construction activities, the permittee hereby agrees and allows the Village to stop any and all such unnotified construction activities until the proper advance notice is given. 8. Sanitary Sewer Construction All sanitary sewer construction shall be in accordance with the "Standard Specifications for Water and Sewer Main Construction in Illinois,". Fifth Edition, Dated May 1996 and all revisions thereto; the Sanitary District ordinances, requirements and policies; and all Village of Oak Brook ordinances, requirements and policies. The Village of Oak Brook is not responsible for either the construction inspections of the sanitary sewer or the maintenance of the sanitary sewer. The Village will, however, inspect backf►lling operations and surface restorations for installations,across an existing or proposed roadway, shoulder or sidewalk or at any other location deemed necessary by the Village. Therefore, it is the responsibility of the permittee to contact the appropriate sanitary district for the required work permit regarding the proposed sewer. Additionally, it is the responsibility of the permittee to obtain a"Construction Permit" from the Village of Oak Brook for said sanitary sewer work within public ways or easements granted to the Village. Hinsdale Sanitary District Downers Grove Sanitary District P.O. Box 179 2710 Curtiss Hinsdale, Illinois 60521 Downers Grove,Illinois 60515 (630)323-3299 (630)969-0664 9. General Permit Conditions The attached "General Pen-nit Conditions - Engineering Permits Only" will be made a part of all permits approved by the Engineering Department. Section ENG PERMITS-Gl, Page 3 of 3 \PW STD PER-GEN INST GENERAL PERMIT CONDITIONS ENGINEERING PERMITS ONLY 1. All work shall comply with all applicable sections of the Village Code of Ordinances and the Public Works Construction Standards which are incorporated herein by reference. 2. All permittees working within public ways or public utility easements must obtain insurance which complies with sections 2-230 through 2-236 of the Code of Ordinances of the Village. Any permittee shall not commence work until he/she has obtained all insurance required. 3. One copy of the approved permit is to be kept on the job site at all times during construction. 4. The permittee shall give twenty-four (24) hour advance notice to the Engineering Department and/or the Community Development Division prior to starting work or any phase of the work. The Engineering Department and Community Development Division conduct inspections only on Monday through Friday; therefore, all Monday inspections must be scheduled on the Friday before or sooner. Other affected governmental and utility agencies must be notified in accordance with their notification procedures. If twenty-four(24) hour advance notice is not supplied to the Village for any or all construction activities,the permittee hereby agrees and allows the Village to stop any and all such unnotified construction activities until the proper 24 hour advance notice is given. 5. All penmittees shall keep access available at all times to residences and for emergency vehicles. At no time shall access be denied to homes surrounding the work site, except for any minor amount of time caused by construction in that immediate area. 6. The permittee shall be responsible for obtaining all required permits for construction along or across existing streets or highways. He/she shall make arrangements for the proper bracing, shoring and other required protection of all roadways before construction begins. He/she shall be responsible for any damage to the roadways and associated structures and shall make repairs as necessary to the satisfaction of the Village at his/her own expense. 7. Permittee shall be solely responsible for informing utilities of proposed work and obtaining the location of utilities. The permittee shall be responsible for the protection of all private and public utilities shown on the plans or located on-site. Any such utility that is damaged during construction shall be repaired or replaced, to the satisfaction of the Village and the utility company,by the permittee at his/her own expense. 8. Whenever during construction operations any loose material is deposited in the flow line of gutters,drainage structures, or ditches such that the natural flow line of water is obstructed, the loose material shall be removed at the close of each working day. 9. All road signs, street signs, and traffic signs which need to be relocated or moved due to construction shall be taken down and stored by the permittee except those which the Village Section ENG PERMITS-GC, Page 1 of 2 deems necessary for proper traffic control which shall be temporarily reset until completion of construction operations. After completion of the work, the permittee shall reset all said signs at the locations designated by the Village. Any signs not required to be reset shall be delivered by the permittee to either the respective Village,County or State maintenance yard. 10. The permittee is solely responsible for any and all safety and traffic control measures. To help maintain uniformity of said traffic control measures and minimize confusion, traffic control devices in conformance with the Illinois Manual of Uniform Traffic Control Devices, Illinois Department of Transportation standards and Village requirements shall be provided, installed and maintained by the permittee whenever construction activities are within or adjacent to public ways or public utility easements. Also, ordinances of the Village, County or State shall govern the traffic control. If during an inspection the Village determines that proper traffic control devices are not being used, the permittee hereby agrees and allows the Village to stop any and all such work until proper devices are installed. 11. All pits/trenches remaining open overnight shall be barricaded and fenced on all sides for pedestrian safety. 12. The permittee shall provide for the immediate removal of any mud and debris that is deposited onto the roadways/pathways/driveways which was caused by the construction. The permittee shall furnish, when directed by the Village and as often as directed by the Village, all equipment, water and labor necessary to clean the roadway of all dust,dirt and debris caused by the permittee's work activities. The cost of this work shall be bome by the permittee. 13. Any soil erosion control measures which are deemed necessary by the Village shall be implemented immediately by the permittee. 14. In the erection, alteration or repair of any building or structure, a guard shall be placed and maintained around all trees within the public way to effectively prevent injury to them. 15. It is the permittee's responsibility to determine the true owners of property on which construction is to take place and obtain the necessary rights for the improvement prior to beginning construction. 16. A permit from the Village authorizes a permittee to undertake only certain activities and does not create a property right nor grant authority to the permittee to impinge upon the rights of others who may have an interest in the public ways. 17. The issuance of this pen-nit does not excuse the permittee from complying with other requirements of the Village and all applicable statutes, laws, ordinances, rules, and regulations. 18. No permit shall be released until all pavements/pathways/driveways are properly restored and until sod is knitted or seeded areas show a growing and thriving stand of grass. Section ENG PERMITS-GC, Page 2 of 2 \P W STD PER-GEN COND PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISIONS GENERAL INSTRUCTIONS 1. Generally Refer to the Code of Ordinances of the Village of Oak Brook, Appendix B, "Subdivision Regulations" and the current "DuPage County Countywide Stormwater and Floodplain Ordinance" for regulations, procedures, requirements and general design and development standards. Obtain a letter of tentative service from the appropriate Sanitary District. Additionally, in order to insure legible prints of the subdivision plat and improvement plans, the minimum size for either typed gr hand-printed lettering for all plats, specifications, construction plan notes and all general plan notes shall be no smaller than 0.10"(2.5 mm) in height. The letters shall be always open and formed with a dense,but not wide, line width. Also,the plan sheets shall be of cloth or mylar reproducible material and shall be 24"x 36"(594 mm x 841 mm)with border lines 1-1/2"(38 mm)from the left edge and 1/2"(13 mm)from the top,right,and bottom edges. 2. Benchmark All plans must use the Village elevation system. The plans must state at least two (2) Village benchmarks from which all topographic and elevation information is derived. Contact the Engineering Department for benchmark data. 3. Easements All easements must be shown on all plan sheets. A 20' (6 m) minimum width shall be utilized when a utility is proposed/present; a 25' (7.5 m) minimum width shall be used with a 12" (300 mm)or greater water main. 4. Insurance A sample Certificate of Insurance is in the"GENERAL ITEMS"section of the Public Works Standards that meets the Village's requirements. Certificates that do not meet its guidelines will not be accepted. 5. Inspection Notification The developers)/contractor(s) shall give twenty-four (24) hour advance notice to the Village Engineering Department prior to starting work or any phase of the work. If advance notice is not supplied as stipulated above for any or all construction activities,the developer and/or contractor hereby agrees and allows the Village to stop any and all such unnotified construction activities until the proper advance notice is given. Section SUBD-GI,Page I of 2 6. Use of these Special Provisions Developer's Engineer will utilize the following Special Provisions verbatim (copy and use, do not re- type) within the development's engineering plans and specifications (do not reduce, these meet the 0.10"(2.5 mm)requirement). If some do not apply,they may be lined out. If an entire section does not apply, it need not be included. If the developer's Engineer wants to revise some and receives permission from the Village on the revision, the particular words may be lined out and the new words added in. Unique special provisions that pertain to a particular development can be added at the end of that particular section. i Section SUBD-GI, Page 2 of 2 \PW STD SUB-GEN INST PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION GENERAL NOTES 1. ALL WORK SHALL BE GOVERNED BY THEIR APPROPRIATE STANDARD SPECIFICATIONS AS LISTED HEREIN. IN THE EVENT THAT ANY CONFLICT EXISTS WITH ANY PART OR PARTS OF THE VARIOUS DOCUMENTS,THE FOLLOWING ORDER SHALL GOVERN: A. VILLAGE OF OAK BROOK ORDINANCES, REQUIREMENTS, OR POLICIES SHALL TAKE PRECEDENCE,THEN B. PLANS,THEN C. SPECIAL PROVISIONS,THEN D. STANDARD SPECIFICATIONS/STANDARD DRAWINGS 2. THE CODES AND ORDINANCES OF THE VILLAGE OF OAK BROOK, THE HINSDALE OR THE DOWNERS GROVE SANITARY DISTRICT, THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY, AND O.S.H.A SHALL ALSO BE ADHERED TO FOR THE CONSTRUCTION OF THIS PROJECT. 3. THE DEVELOPER SHALL PROVIDE THE VILLAGE WITH THE NAME AND TELEPHONE NUMBER OF AN INDIVIDUAL WHO WILL BE AVAILABLE TWENTY- FOUR (24) HOURS A DAY, SEVEN (7) DAYS A WEEK, TO RECEIVE NOTIFICATION OF ANY EMERGENCY AND NON-EMERGENCY DEFICIENCIES. THIS INDIVIDUAL SHALL DISPATCH MEN, MATERIALS AND EQUIPMENT TO CORRECT ANY SUCH DEFICIENCIES. 4. ALL CONTRACTOR'S MUST OBTAIN INSURANCE WHICH COMPLIES WITH THE CODE OF ORDINANCES OF THE VILLAGE SECTIONS 2-230 THROUGH 2-236. ANY CONTRACTOR SHALL NOT COMMENCE WORK UNDER HIS CONTRACT UNTIL HE HAS OBTAINED ALL INSURANCE REQUIRED, AND SUCH INSURANCE HAS BEEN APPROVED BY THE VILLAGE AND ALL OTHER AGENCIES IMPACTED BY THE PENDING PROJECT. 5. THE DEVELOPER/CONTRACTOR(S) SHALL GIVE TWENTY-FOUR (24) HOUR ADVANCE NOTICE TO THE VILLAGE ENGINEERING DEPARTMENT PRIOR TO STARTING WORK OR ANY PHASE OF THE WORK. OTHER AFFECTED GOVERN- MENTAL AND UTILITY AGENCIES MUST BE NOTIFIED IN ACCORDANCE WITH THEIR NOTIFICATION PROCEDURES. Section SUBD GN, Page I of 7 IF TWENTY-FOUR (24) HOUR ADVANCE NOTICE IS NOT SUPPLIED TO THE VILLAGE FOR ANY OR ALL CONSTRUCTION ACTIVITIES, THE DEVELOPER AND/OR CONTRACTOR HEREBY AGREES AND ALLOWS THE VILLAGE TO STOP ANY AND ALL SUCH UNNOTIFIED CONSTRUCTION ACTIVITIES UNTIL THE PROPER 24 HOUR ADVANCE NOTICE IS GIVEN. 6. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY, AS NECESSARY, ALL TESTING AGENCIES IN ACCORDANCE WITH THEIR NOTIFICATION PROCEDURES. THE CONTRACTOR HEREBY AGREES THAT FAILURE OF THE CONTRACTOR TO ALLOW PROPER NOTIFICATION TIME WHICH RESULTS IN THE TESTING AGENCY NOT BEING AVAILABLE TO VISIT THE SITE AND PERFORM TESTING AS NECESSARY WILL CAUSE THE CONTRACTOR TO SUSPEND OPERATIONS (PERTAINING TO TESTING) UNTIL THE TESTING AGENCY CAN SCHEDULE ITS TESTING OPERATIONS. ALL COSTS OF SUSPENSION OF WORK ARE TO BE BORNE BY THE CONTRACTOR. 7. IN THE EVENT OF A CONFLICT, CALCULATED DIMENSIONS SHALL GOVERN OVER SCALED DIMENSIONS. 8. THE VILLAGE RESERVES THE RIGHT TO SELECT A QUALIFIED TESTING FIRM TO PERFORM ANY AND ALL REQUIRED TESTING. ALL SAID TESTING COSTS SHALL BE AT THE DEVELOPER'S OR CONTRACTOR'S EXPENSE. . 9. ALL CONTRACTORS SHALL KEEP ACCESS -AVAILABLE AT ALL TIMES TO RESIDENCES AND FOR EMERGENCY VEHICLES. AT NO TIME SHALL ACCESS BE DENIED TO HOMES SURROUNDING THE WORK SITE, EXCEPT FOR ANY MINOR AMOUNT OF TIME CAUSED BY CONSTRUCTION IN THAT IMMEDIATE AREA. 10. ALL PROPOSED ELEVATIONS SHOWN ON THE PLANS ARE FINISHED SURFACE ELEVATIONS,UNLESS OTHERWISE SPECIFIED. 11. ALL FINAL GRADES SHALL BE DETERMINED BY THE VILLAGE AT THE TIME OF FINAL INSPECTION,AND MIGHT VARY FROM PLAN GRADES. 12. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL CONSTRUCTION STAKES UNTIL THEY ARE NO LONGER NEEDED. 13. THE CONTRACTOR SHALL CAREFULLY PRESERVE ALL PROPERTY MARKERS AND REFERENCE MARKERS (DURING CONSTRUCTION) UNTIL THEIR LOCATIONS HAVE BEEN WITNESSED OR OTHERWISE TIED IN BY AN AUTHORIZED AGENT OR REGISTERED LAND SURVEYOR. I i Section SUBD GN,Page 2 of 7 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS FOR CONSTRUCTION ALONG OR ACROSS EXISTING STREETS OR HIGHWAYS. HE SHALL MAKE ARRANGEMENTS FOR THE PROPER BRACING, SHORING AND OTHER REQUIRED PROTECTION OF ALL ROADWAYS BEFORE CONSTRUCTION BEGINS. HE SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE STREETS OR ROADWAYS AND ASSOCIATED STRUCTURES AND SHALL MAKE REPAIRS AS NECESSARY TO THE SATISFACTION OF THE VILLAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ADEQUATE SIGNS AND WARNING DEVICES TO INFORM AND PROTECT THE PUBLIC. 15. EASEMENTS FOR EXISTING UTILITIES, BOTH PUBLIC AND PRIVATE, AND UTILITIES WITHIN PUBLIC RIGHTS-OF-WAY ARE SHOWN ON THE PLANS ACCORDING TO INFORMATION AVAILABLE IN THE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION IN THE FIELD OF THESE UTILITY LINES AND FOR THEIR PROTECTION FROM DAMAGE DUE TO CONSTRUCTION OPERATIONS. IF EXISTING UTILITY LINES OF ANY NATURE ARE ENCOUNTERED, WHICH CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DEVELOPER AND THE VILLAGE SO THAT THE CONFLICT MAY BE RESOLVED. TEST HOLES WILL BE DUG AT LOCATIONS SHOWN ON THE PLANS AND/OR AUTHORIZED BY THE VILLAGE FOR THE PURPOSE OF LOCATING EXISTING UTILITIES WHERE A CONFLICT IS POSSIBLE WITH THE PROPOSED CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE UTILITY CONCERNED. THE TEST HOLE SHALL BE OF A SIZE AND DEPTH SUFFICIENT TO IDENTIFY AND ESTABLISH THE LOCATION OF THE EXISTING UTILITY. UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. AFTER THE LOCATION OF THE UTILITY HAS BEEN VERIFIED BY THE ENGINEER., THE TEST HOLE SHALL BE BACKFILLED WITH EITHER THE EXCAVATED MATERIAL OR TRENCH BACKFILL, AS DIRECTED BY THE ENGINEER. ANY EXCESS MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ARTICLE 202.03 OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS. SHOULD IT BE DETERMINED BY THE TEST HOLES THAT THERE IS A CONFLICT, NO WORK WILL COMMENCE UNTIL SAID CONFLICT IS RESOLVED BY THE DEVELOPER AND APPROVED BY THE VILLAGE. Section SUBD GN, Page 3 of 7 16.ALL FIELD TILE ENCOUNTERED DURING CONSTRUCTION OPERATIONS SHALL BE CONNECTED TO THE PROPOSED STORM SEWER SYSTEM OR EXTENDED TO OUTLET INTO A PROPOSED DRAINAGEWAY. IF THIS CANNOT BE ACCOM- PLISHED, IT SHALL BE REPAIRED WITH NEW PIPE OF SIMILAR SIZE AND MATERIAL TO THE ORIGINAL LINE AND PUT INTO AN ACCEPTABLE OPERATING CONDITION. A RECORD OF THE LOCATION OF ALL FIELD OR DRAINPIPE ENCOUNTERED SHALL BE KEPT BY THE CONTRACTOR AND TURNED OVER TO THE VILLAGE UPON COMPLETION OF PROJECT. 17. THE LOCATION OF EXISTING STORM SEWERS, SANITARY SEWERS, WATER MAINS AND THEIR APPURTENANCES IS APPROXIMATE AND THEIR EXACT LOCATION IS TO BE DETERMINED IN THE FIELD BY THE CONTRACTOR AT HIS OWN EXPENSE PRIOR TO CONSTRUCTION. 18. THE CONTRACTOR SHALL COOPERATE WITH THE VILLAGE, THE COUNTY AND THE STATE WITH REGARDS TO ANY NEW UNDERGROUND UTILITY CONSTRUC- TION WHICH THEY MAY WANT TO CONSTRUCT IN CONJUNCTION WITH THE CONTRACTOR'S CONSTRUCTION OPERATIONS. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PRIVATE AND PUBLIC UTILITIES EVEN THOUGH THEY MAY NOT BE SHOWN ON THE PLANS. ANY UTILITY THAT IS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED, TO THE SATISFACTION OF THE VILLAGE AND THE UTILITY COMPANY,BY THE CONTRACTOR AT HIS OWN EXPENSE. 20. ALL ROAD SIGNS, STREET SIGNS, AND TRAFFIC SIGNS WHICH NEED TO BE RELOCATED OR MOVED DUE TO CONSTRUCTION SHALL BE TAKEN DOWN AND STORED, BY THE CONTRACTOR, EXCEPT THOSE WHICH THE VILLAGE SHALL DEEM NECESSARY FOR PROPER TRAFFIC CONTROL WHICH SHALL BE TEMPORARILY RESET UNTIL COMPLETION OF CONSTRUCTION OPERATIONS. AFTER COMPLETION OF THE WORK,THE CONTRACTOR SHALL RESET ALL SAID SIGNS AT THE LOCATIONS DESIGNATED BY THE VILLAGE. ANY SIGNS NOT REQUIRED TO BE RESET SHALL BE DELIVERED, BY THE CONTRACTOR, TO EITHER THE RESPECTIVE VILLAGE,COUNTY OR STATE MAINTENANCE YARD. 21. TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH THE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARDS SHALL BE INSTALLED AND PROVIDED BY THE CONTRACTOR WHENEVER CONSTRUCTION ACTIVITIES ARE WITHIN OR ADJACENT TO STREET AREAS. ALSO, ORDINANCES OF THE VILLAGE, COUNTY OR STATE SHALL GOVERN THE TRAFFIC CONTROL. IF DURING AN INSPECTION THE VILLAGE DETERMINES THAT PROPER DEVICES ARE NOT BEING USED DURING CONSTRUCTION, THE DEVELOPER HEREBY AGREES AND ALLOWS THE VILLAGE TO STOP ANY AND ALL SUCH CONSTRUCTION ACTIVITY UNTIL PROPER DEVICES ARE INSTALLED. Section SUBD GN, Page 4 of 7 22. ALL TRENCHES FOR WATER AND SEWER INSTALLATIONS SHALL BE CONSTRUCTED ACCORDING TO THE DETAILS IN THE PLANS. ALL EXCESS MATERIAL ENCOUNTERED WHILE CONSTRUCTING THE TRENCHES SHALL BE REMOVED AND DISPOSED BY THE CONTRACTOR. 23. AT LOCATIONS WHERE THE PROPOSED SEWER AND/OR PROPOSED WATER MAIN MUST BE INSTALLED ACROSS AN EXISTING ROADWAY AND OPEN CUT CONSTRUCTION FOR THIS LOCATION HAS BEEN APPROVED BY THE VILLAGE AND THE ROADWAY JURISDICTIONAL AGENCY, THE LIMITS OF THE TRENCH SHALL BE INITIALLY SAW CUT. THE DISTURBED PAVEMENT WITHIN THE TRENCH AREA AND ANY ADDITIONAL PAVEMENT WIDTH WEAKENED BY THE TRENCH (ALL SUCH ADDITIONAL AREAS SHALL BE SAW CUT) SHALL BE RESTORED IN KIND USING EQUAL OR BETTER MATERIALS TO LINES AND GRADES EQUAL TO OR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION SUBJECT TO THE FOLLOWING: ALL PAVEMENT EDGES SHALL BE VERTICAL, CLEAN AND STRUCTURALLY SOUND FOR RESTORATION. THIS MAY REQUIRE SAW CUTTING JUST PRIOR TO RESTORATION ACTIVITIES. THE THICKNESS OF THE REPLACEMENT PAVEMENT SHALL BE A MINIMUM OF 2" (50 mm) THICKER AND BELOW THE EXISTING .PAVEMENT DEPTH, BUT MUST ALSO COMPLY WITH THE FOLLOWING MINIMUM PAVEMENT REPLACEMENT THICKNESSES AND MATERIALS: • CONCRETE PAVEMENT: A RICH MIX/HIGH EARLY STRENGTH PORTLAND CEMENT CONCRETE, 8" (200 mm)THICK. BITUMINOUS PAVEMENT: 2" (50 mm) BITUMINOUS CONCRETE SURFACE COURSE, CLASS I, TYPE 2 OVER 7" (175 mm) BITUMINOUS BASE COURSE (BAM) (LIFT THICKNESS SHALL DEPEND UPON COMPACTION EQUIPMENT - 2" WITH VIBRATING PLATE;4"WITH SELF-PROPELLED ROLLER). RESTORATION OF PAVEMENT SHALL BE ACCOMPLISHED AS SOON AS PRACTICABLE(IN NO EVENT SHALL IT BE LONGER THAN IS CALENDAR DAYS), AND TEMPORARY REPAIR WITH BITUMINOUS MIXTURE (2" MINIMUM THICKNESS) SHALL BE PROVIDED WITHIN ONE CALENDAR DAY AND MAINTAINED UNTIL RESTORATION TAKES PLACE. ANY SUBSEQUENT FAILURE OF EITHER THE TEMPORARY REPAIR OR THE RESTORATION SHALL BE REBUILT BY THE PERMITTEE, AT HIS/HER SOLE EXPENSE, UPON NOTIFICATION BY THE VILLAGE. 24. STRUCTURES FOR SANITARY SEWERS, STORM SEWERS AND VALVE VAULTS I FOR WATER MAIN SHALL BE IN ACCORDANCE WITH THESE IMPROVEMENTS PLANS AND THE APPLICABLE STANDARD SPECIFICATIONS. Section SUBD GN, Page 5 of 7 25. UPON COMPLETION OF THE INSTALLATION OF THE CURBS OR CURB AND GUTTER, STREETS AND FINISHED GRADING, THE CONTRACTOR SHALL ADJUST ALL VALVE BOXES, BUFFALO BOXES, MANHOLES, VALVE BASINS, HYDRANTS AND ANY OTHER WORK INSTALLED TO FINISHED GRADE. THESE ADJUSTMENTS TO FINISHED GRADE WILL NOT ALLEVIATE THE CONTRACTOR FROM ANY ADDITIONAL ADJUSTMENTS AS REQUIRED BY THE VILLAGE UPON FINAL INSPECTION OF THE PROJECT. 26. NO MORE THAN 8" (200 mm) OR LESS THAN 2" (50 mm) OF ADJUSTING RINGS SHALL BE PERMITTED ON ALL MANHOLE, INLET AND VALVE AND CATCH BASIN STRUCTURES. THE TOTAL NUMBER OF ADJUSTING RINGS SHALL BE LIMITED TO A MAXIMUM OF TWO. ANY INLET 2' (600 mm) IN DIAMETER SHALL NOT EXCEED 3' (1.0 m)IN DEPTH FROM INVERT TO RIM ELEVATION. 27. PROPOSED TOP OF FOUNDATION ELEVATIONS SHOWN WITHIN THE PLANS ARE SUGGESTED ELEVATIONS. EXACT TOP OF FOUNDATION ELEVATIONS WILL BE DETERMINED WHEN A BUILDING PERMIT IS ISSUED BY THE VILLAGE. 28. ALL PROPOSED GRADES SHOWN WITHIN LOTS ARE SUGGESTED FINISHED TOPSOIL GRADE. EXACT GRADES WILL BE DETERMINED WHEN A BUILDING PERMIT IS ISSUED BY THE VILLAGE. 29. EXISTING WATER SERVICES SHALL NOT BE REUSED AT ANOTHER LOCATION. 30. BAND-SEAL FLEXIBLE CONNECTORS OR CONCRETE COLLARS, AS APPROVED BY THE VILLAGE, SHALL BE USED TO JOIN PIPES OF DISSIMILAR MATERIALS. 31. WHENEVER DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGE STRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THE LOOSE MATERIAL SHALL BE REMOVED AT THE CLOSE OF EACH WORKING DAY AND PRIOR TO A FINAL INSPECTION. HOWEVER, THE CONTRACTOR SHALL PROVIDE FOR THE IMMEDIATE REMOVAL OF ANY MUD AND DEBRIS DEPOSITED ON THE STREETS AND SIDEWALKS BY THE CONSTRUCTION. WHEN DIRECTED BY THE VILLAGE THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT, WATER AND LABOR NECESSARY TO CLEAN AND OF THE ABOVE SURFACES OF ALL DUST, DIRT AND DEBRIS CAUSED BY THE CONTRACTOR'S WORK ACTIVITIES. ALL COSTS OF THIS WORK SHALL BE BORNE BY THE CONTRACTOR. 32. ANY SOIL EROSION CONTROL MEASURES WHICH ARE DEEMED NECESSARY BY THE VILLAGE SHALL BE IMPLEMENTED IMMEDIATELY BY THE DEVELOPER OR CONTRACTOR. Section SUBD GN, Page 6 of 7 33. BEFORE ACCEPTANCE OF THE PROJECT BY THE DEVELOPER AND THE VILLAGE, ALL WORK BY THE CONTRACTOR SHALL BE INSPECTED AND APPROVED BY BOTH THE VILLAGE AND THE DEVELOPER OR HIS REPRESENTATIVES. 34. CONSTRUCTION WATER MUST BE APPLIED FROM A TANK TRUCK AND NOT FROM HYDRANTS. ARRANGEMENTS FOR FILLING A TANK TRUCK SHALL BE MADE WITH THE PUBLIC WORKS DEPARTMENT, 3003 JORIE BOULEVARD, OAK BROOK, ILLINOIS. 35. TRENCH BACKFILL MATERIAL SHALL ONLY BE IDOT GRADATION CA-6. 36. TRENCH BACKFILL SHALL EXTEND TO 5' (1.5 m)BEYOND THE BACK OF CURB, IF CURB IS USED, OR FROM THE EDGE OF PAVEMENT, DRIVEWAY, SHOULDER OR SIDEWALK. THIS APPLIES TO CROSSINGS AND PARALLEL INSTALLATIONS. 37. STREET SIGNS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL COMPLY WITH THE STANDARDS OF THE VILLAGE OF OAK BROOK; THE DEVELOPER SHALL INSTALL SAID STREET SIGNS. 38. THE DEVELOPER SHALL MAINTAIN ALL WORK UNTIL ACCEPTED BY THE VILLAGE. 39. FINAL ACCEPTANCE OF ALL PROPOSED IMPROVEMENTS SHALL BE BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF OAK BROOK. Section SUBD GN, Page 7 of 7 DPW STD SUB-GEN NOTE PUBLIC WORKS STANDARDS SUBDIVISION SITE GRADING, ROADWAY AND PEDESTRIANBICYCLE PATH CONSTRUCTION 1. ALL SITE WORK, GRADING, PAVING AND PEDESTRIANBICYCLE PATH OPERATIONS, AND ALL ROADWAY, STREET AND STORM SEWER CONSTRUCTION SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION IN ILLINOIS" AS ADOPTED JANUARY 1, 1997 AND ALL REVISIONS THERETO; WITH THESE "SPECIAL PROVISIONS'; AND WITH THE VILLAGE OF OAK BROOK ORDINANCES, REQUIREMENTS AND POLICIES. 2. ALL TOPSOIL EXCAVATED SHALL BE STOCKPILED ON THE SITE IN AREAS DESIGNATED ON THE SOIL EROSION PLAN AND AS APPROVED BY THE VILLAGE UNTIL SUCH TIME THAT THIS TOPSOIL CAN BE RE-USED FOR FINAL GRADING. 3. ANY EXISTING PAVEMENT AND/OR DRIVEWAYS DESTROYED DUE TO CONSTRUCTION OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR. 4. . UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATING FOR ROADWAY SUBGRADES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL TO THE LIMITS APPROVED BY THE VILLAGE AND THE PROJECT SOILS ENGINEER. ALL UNSUITABLE MATERIAL THAT IS EXCAVATED SHALL BE DISPOSED OF AT THE CONTRACTOR'S OWN EXPENSE. THE LIMITS ARE TO BE TO A DEPTH WHERE SOILS ARE ENCOUNTERED THAT HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 LBS AND AS APPROVED BY THE VILLAGE. 5. ALL TESTING, INSPECTION AND SUPERVISION OF SOIL QUALITY, UN-SUITABLE REMOVAL AND ITS REPLACEMENT INCLUDING OTHER SOILS RELATED OPERATIONS SHALL BE THE RESPONSIBILITY OF THE PROJECT SOILS ENGINEER AND THE DEVELOPER BUT WILL BE CONDUCTED UNDER THE INSPECTION AND APPROVAL OF THE VILLAGE. 6. FOR ROADWAY AREAS 1.5 m (5") BELOW SUBGRADE OR LOWER IN DEPTH, THE SOIL IS TO BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY BY MODIFIED PROCTOR METHOD. BETWEEN 0.0 m(0')AND 1.5 m (5') IN DEPTH, THE SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DENSITY BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM-D-1557-70 OR SUCH DENSITIES AS MAY BE DETERMINED BY THE PROJECT SOILS ENGINEER AND APPROVED BY THE VILLAGE. LIFTS SHALL NOT BE GREATER THAN 200 mm (8") COMPACTED. i i Section SIJBD-SG, Page I of 4 7. ALL COSTS FOR MATERIAL INSPECTION DURING CONSTRUCTION, AND ALL SUBGRADE, COMPACTION AND PAVING MATERIAL TESTING COSTS AS MAY BE REQUIRED BY THE VILLAGE SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE DEVELOPER SHALL RESERVE THE RIGHT TO SELECT, WITH VILLAGE APPROVAL, A QUALIFIED TESTING FIRM TO PERFORM THE REQUIRED TESTING, AT THE DIRECTION OF THE VILLAGE. THE RESULTS OF ALL TESTING SHALL BE FURNISHED IN WRITING TO THE VILLAGE FOR ITS APPROVAL IN A TIMELY MANNER AS REQUIRED BY THE VILLAGE. 8. THE GRADING AND CONSTRUCTION OF THE STREET IMPROVEMENTS SHALL NOT CAUSE ANY PONDING OF STORMWATER. ALL AREAS ADJACENT TO THESE IMPROVEMENTS SHALL BE GRADED AS NECESSARY TO ALLOW POSITIVE DRAINAGE. 9. THE PROPOSED GRADING ELEVATIONS SHOWN ON THE PLAN, ARE FINISH GRADE. A MINIMUM OF 150 mm (6") OF TOPSOIL IS TO BE PLACED IN ACCORDANCE WITH THE PLANS BEFORE FINISH GRADE ELEVATIONS ARE ACHIEVED. 10. THE CONTRACTOR SHALL USE CARE IN GRADING NEAR TREES, SHRUBS AND BUSHES WHICH ARE NOT TO BE REMOVED SO AS NOT TO CAUSE INJURY TO :THEIR ROOTS OR TRUNKS. 11. THE CONTRACTOR SHALL USE CARE IN GRADING OR EXCAVATING NEAR ANY AND ALL EXISTING ITEMS WHICH ARE NOT INDICATED TO BE REMOVED. ANY DAMAGE DONE TO THESE EXISTING ITEMS BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY HIM AT HIS OWN EXPENSE. 12.ALL RADII ARE TO THE BACK OF CURB IF CURB AND GUTTER IS UTILIZED OR EDGE OF PAVEMENT IF CURB AND GUTTER IS NOT UTILIZED. 13. CURB AND GUTTER A. CONCRETE CURB AND GUTTER AND CONCRETE CURB SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD SPECIFICATIONS AT THE LOCATIONS SHOWN ON THE PLANS AND IN CONFORMANCE WITH THE DETAILS SHOWN ON THE PLANS. THE CONCRETE FOR THIS CONSTRUCTION SHALL BE INSTALLED ON A 50 mm (2") MINIMUM BEDDING OF COARSE AGGREGATE(CA-6)OR AS INDICATED OTHERWISE ON THE PLANS. B. EXPANSION JOINTS SHALL BE INSTALLED AT 30 m (100') INTERVALS, AT ALL PC'S AND PTS, AT CURB RETURNS, AT EITHER SIDE OF DEPRESSED CURBS AND AT END OF POURS. PREFORMED 25 mm (1") THICK EXPANSION JOINT FILLER WITH 450 mm(18")LONG SMOOTH DOWEL BARS ARE TO BE Section SUBD-SG, Page 2 of 4 INSTALLED AT SAID LOCATION(S). CONTRACTION JOINTS SHALL BE SAWCUT WITHIN 48 HOURS OF THE POUR AND SHALL BE A MINIMUM OF 50mm(2")DEEP,AT A MAXIMUM SPACING OF 6 m(20')INTERVALS. C. CONCRETE CURB AND CONCRETE CURB AND GUTTER SHALL BE SPADED ON THE FACE AND THE BACK OF CURB AND GUTTER AT THE TIME OF CONCRETE PLACEMENT IN ORDER TO PRODUCE A SMOOTH, NON- HONEYCOMBED FINISH. IF A HONEYCOMBED FINISH IS PRESENT AFTER REMOVAL OF FORMS, THE VILLAGE MAY REQUIRE THE REMOVAL AND REPLACEMENT OF THOSE SECTIONS. 14. THE EARTHWORK CONTRACTOR SHALL BE RESPONSIBLE FOR BACKFILLING OF ALL CURBS AS SOON AS THE CONCRETE HAS SET SUFFICIENTLY, AS DETERMINED BY THE VILLAGE, TO THE REQUIRED ELEVATION WITH SUIT- ABLE MATERIALS WHICH SHALL BE COMPACTED UNTIL FIRM AND SOLID AND NEATLY GRADED. 15. PRIOR TO PLACEMENT OF THE BASE COURSE AND AFTER THE INSTALLATION OF THE CURB OR COMBINATION CONCRETE CURB AND GUTTER,THE SUB-BASE SHALL BE INSPECTED BY THE VILLAGE AND A REPRESENTATIVE OF THE DEVELOPER/CONTRACTOR. THE SUB-BASE SHALL BE STRING-LINED FOR .ACCURACY AND PROOF ROLLED WITH A FULLY LOADED SIX WHEELER. ANY SUB-BASE DEFECTS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE IN ORDER TO SUPPLY THE VILLAGE WITH AN APPROVED SUB-BASE. 16. BEFORE ANY BASE COURSE OF THE ROADWAY PAVEMENT IS INSTALLED, ALL CURB AND GUTTER SHALL BE IN PLACE, ALL GRADING OF STREETS SHALL BE COMPLETED AND APPROVED BY REPRESENTATIVES OF THE VILLAGE,AND ALL BACKFILLING OF TRENCHES DUG ACROSS THE ROADWAY SHALL HAVE SETTLED COMPLETELY TO THE SATISFACTION OF THE VILLAGE. 17. BITUMINOUS BASE COURSE UNLESS AN ALTERNATE IS APPROVED, A BITUMINOUS BASE COURSE OF THE THICKNESS INDICATED ON THE PLANS AND AT LOCATIONS SHOWN ON THE PLANS SHALL BE USED. 18. BINDER COURSE WITHIN A MINIMUM OF TWENTY-FOUR (24) HOURS AND A MAXIMUM OF FIVE (5) DAYS AFTER PRIMING, A BITUMINOUS CONCRETE BINDER COURSE, (MIXTURE B, TYPE 2), WITH A COMPACTED THICKNESS AS INDICATED ON THE PLANS, SHALL BE CONSTRUCTED UPON THE BASE COURSE. Section SUBD-SG, Page 3 of 4 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE BASE AND BINDER COURSE IN A SAFE AND ACCEPTABLE CONDITION UNTIL SAID BASE IS SURFACED. SHOULD ANY CONDITION OCCUR WHICH, IN THE JUDGEMENT OF THE DEVELOPER OR THE VILLAGE, CONSTITUTES A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC, THE CONTRACTOR SHALL DO WHATEVER IS NECESSARY TO CORRECT THE SITUATION. IF SUCH HAZARDOUS CONDITIONS ARE NOT CORRECTED BY THE CONTRACTOR WITHIN SEVENTY-TWO (72) HOURS AFTER NOTIFICATION BY THE DEVELOPER OR BY THE VILLAGE, THEN REMEDIAL WORK SHALL BE PERFORMED BY DEVELOPER OR THE VILLAGE. IF PERFORMED BY THE VILLAGE, ALL CHARGES WILL BE BILLED TO AND PAID BY THE DEVELOPER. 20. ANY SOIL EROSION CONTROL MEASURES WHICH ARE DEEMED NECESSARY BY THE VILLAGE SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. 21. PEDESTRIANBICYCLE PATH SHALL BE PLACED ON A STRUCTURALLY SOUND SUBGRADE, AS DETERMINED BY THE VILLAGE, WHICH HAS BEEN ROLLED AND COMPACTED TO THE SATISFACTION OF THE VILLAGE AND IS FREE FROM VEGETATION. Section SUBD-SG, Page 4 of 4 DPW STD SUB-ROADWAY I PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION EROSION CONTROL REOUIREMENTS 1. REFERENCE IS MADE TO ARTICLE III OF CHAPTER 10 OF THE VILLAGE CODE OF ORDINANCES AND TO THE "ILLINOIS PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL" MANUAL, DATED 1988. SAID PROCEDURES AND STANDARDS ARE TO BE INCORPORATED AS NECESSARY FOR EROSION CONTROL. 2. A SILT FENCE OR STRAW BALES SHALL BE INSTALLED AT 50' (15 m) INTERVALS ON ALL SWALES. DITCH CHECKS SHALL BE IN ACCORDANCE WITH IDOT STANDARD 280001. ALL DITCH CHECKS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE DRAINAGE AREA TRIBUTARY TO THE DITCH CHECK(S) HAS LIVE AND GROWING GRASS OR OTHER APPROPRIATE, ACCEPTABLE GROUND COVER AS DETERMINED BY THE VILLAGE, AT WHICH TIME THE DITCH CHECKS WILL BE REMOVED BY THE CONTRACTOR. 3. A SILT FENCE OR STRAW BALES SHALL BE INSTALLED AROUND EACH INLET, CATCH BASIN OR MANHOLE THAT HAS AN OPEN LID. THESE SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE DRAINAGE AREA TRIBUTARY .TO THEM HAS LIVE AND GROWING GRASS OR OTHER ACCEPTABLE, APPROPRI- ATE GROUND COVER,AS DETERMINED BY THE VILLAGE,AT WHICH TIME THEY WILL BE REMOVED BY THE CONTRACTOR. 4. THE CONTRACTOR SHALL MINIMIZE BARE . EARTH SURFACES DURING CONSTRUCTION. ALL DISTURBED AREAS SHALL BE SEEDED AS SOON AS IS PRACTICAL. A GROWING AND THRIVING STAND OF GRASS, AS DETERMINED BY THE VILLAGE, OVER ALL DISTRUBED AREAS SHALL BE NECESSARY FOR FINAL ACCEPTANCE BY THE VILLAGE. 5. IN THE EVENT THAT THE EROSION CONTROLS AND THE CONSTRUCTION SCHEDULE ARE NOT ADHERED TO, THE VILLAGE RESERVES THE RIGHT TO REQUIRE THAT THE NECESSARY EROSION CONTROL ITEMS BE INSTALLED IMMEDIATELY BY THE DEVELOPER AT HIS COST, OR THE RIGHT TO HAVE THIS WORK DONE BY ANOTHER FIRM OF THE VILLAGE'S CHOICE OR BY ITS OWN FORCES, AND BILL ALL COST OF THIS WORK TO THE DEVELOPER WHO SHALL PROMPTLY PAY SAID INVOICE. Section SUBD-EC, Page I of I \PW STD SUB-EROSION PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION WATER MAIN CONSTRUCTION 1. ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION IN ILLINOIS", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO; THESE SPECIAL PROVISIONS; AND WITH THE VILLAGE OF OAK BROOK ORDINANCES, REQUIREMENTS AND POLICIES. 2. ALL WATER MAIN SHALL BE CONSTRUCTED OF CEMENT LINED DUCTILE IRON PIPE, CLASS 52 WITH MECHANICAL AND/OR PUSH-ON JOINTS._DUCTILE IRON WATER MAIN SHALL CONFORM TO ANSI A21.51/AWWA C151, DUCTILE IRON COMPACT FITTINGS TO ANSI A21.53/AWWA C153 AND CEMENT LINING TO ANSI A21.4. RETAINER GLANDS SHALL BE USED WHERE SPECIFIED IN THE PLANS AND WHERE DIRECTED IN THE FIELD BY THE VILLAGE. 3. THE WATER MAIN SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT, (8 MIL THICK)CONFORMING TO ANSI A21.5/AWWA C105. 4. THE WATER MAIN SHALL BE SUBJECTED TO A PRESSURE AND LEAKAGE TEST ACCORDING TO THE STANDARD SPECIFICATIONS EXCEPT THE WATER MAIN SHALL BE SUBJECTED TO A MINIMUM HYDROSTATIC PRESSURE OF 150 PSI FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS AND LEAKAGE SHALL NOT EXCEED THE ALLOWABLE LEAKAGE AS SHOWN IN TABLE 2 OF THE STANDARD DETAILS SECTION OF VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. SAID PRESSURE TEST MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE'S ENGINEERING DEPARTMENT. 5. ALL NEW WATER MAIN SHALL HAVE A MINIMUM COVER OF 5'-6" (1.7 m) FROM FINISHED SURFACE ELEVATION TO TOP OF PIPE. 6. , WATER MAINS AND WATER SERVICES SHALL BE INSTALLED IN SEPARATE TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM STORM SEWERS AND STORM SERVICES AND FROM SANITARY SEWERS AND SANITARY SERVICES UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING. 7. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/ DRIVEWAYS RESULTING FROM WATER MAIN OR WATER SERVICE CONSTRUCTION SHALL BE BACKFILLED,AS SOON AS PRACTICABLE,TO 5 FEET I Section SUBD-WM, Page 1 of 6 (1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA-6 TRENCH BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1 FOOT(0.3 m)ABOVE THE TOP OF PIPE. 8. ALL WATER SERVICES SHALL BE 1'/z" (38 mm) MINIMUM COPPER WATER TUBE (SEE STANDARD DETAIL)TYPE K PIPE, SOFT TEMPER WITH A MINIMUM OF 4--6" (1.4 m) COVER. NO UNIONS OR COUPLINGS ARE ALLOWED UNLESS APPROVED BY THE VILLAGE. NO SOLDER OR SWEAT JOINTS ARE ALLOWED. 9. NO WATER SERVICE CONNECTION TAP SHALL BE MADE UNTIL THE NEWLY CONSTRUCTED WATER MAIN HAS BEEN TESTED, CHLORINATED AND FOUND TO BE ACCEPTABLE BY THE VILLAGE AND THE IEPA OPERATING PERMIT HAS BEEN ISSUED. NEW MATERIAL SHALL BE USED FOR THE ENTIRE SERVICE TO BE CONSTRUCTED. 10. ALL WATER MAINS AND ALL WATER SERVICES SHALL NOT BE BACKFILLED UNTIL INSPECTED BY THE VILLAGE ENGINEERING DEPARTMENT. 11. WATER SERVICE BOXES AND HYDRANT BOXES SHALL BE ADJUSTED TO THE ELEVATIONS OF THE FINISHED GROUND SURFACE AS SOON AS CONSTRUCTION OPERATIONS PERMIT. CARE IS TO BE TAKEN IN GRADING AROUND THESE BOXES. ANY BOXES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 12. VALVE VAULTS SHALL BE PROVIDED ON ALL VALVES THAT ARE WITHIN EXISTING OR PROPOSED PAVEMENT OR SIDEWALK EXCEPT FIRE HYDRANT AUXILIARY VALVES. VAULTS SHALL BE CONSTRUCTED OF PRECAST CONCRETE UNITS CONFORMING TO SECTION 44 IN THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS AND THE VALVE VAULT DETAIL IN THE STANDARD DETAILS SECTION OF THE VILLAGE OF OAK BROOK PUBLIC WORKS CONSTRUCTION STANDARDS. ALL JOINTS OF THESE UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED; MORTAR IS NOT ALLOWED. 13. CAST IRON VALVE BOXES SHALL BE PROVIDED ON ALL VALVES THAT ARE WITHIN GRASSED OR UNPAVED AREAS. BOXES SHALL BE 5-1/4" (133 mm) TWO PIECE TYLER NO. 664S. 14. FIRE HYDRANTS SHALL ONLY BE MUELLER SUPER CENTURION 200, MODEL NO. A-423, COMPLYING WITH AWWA C-502 AND HAVE BREAKABLE SAFETY FLANGES, AS CURRENTLY INSTALLED IN THE VILLAGE. THE MAIN VALVE OPENING SHALL BE 5-1/4"(133 mm). TWO(2)2-1/2"(64 mm) HOSE NOZZLES AND Section SUBD-WM, Page 2 of 6 i ONE (1) 4-1/2" (114 mm) HOSE NOZZLE SHALL BE PROVIDED. HYDRANTS SHALL BE FURNISHED WITH A 6" (150 mm) R/W (RESILIENT WEDGE) MUELLER GATE VALVE, (MUELLER NO. A-2360-16) ATTACHED DIRECTLY TO THE HYDRANT, AND CAST IRON VALVE BOX TWO-PIECE (TYLER NO. 6645). HYDRANTS SHALL HAVE NATIONAL STANDARD THREADS AND SHALL BE PAINTED A GREEN COLOR, (GLIDDEN STRUCTURE GREEN NO. 4503, OR RUST SCAT MACK GREEN NO. 138). ALL PORT CAPS SHALL BE PAINTED A HIGHLY REFLECTIVE WHITE COLOR(3M TRAFFIC CONTROL DIVISION WHITE PAINT NO. 7216). ALL BONNETS SHALL BE PAINTED A COLOR IN ACCORDANCE WITH THE HYDRANT DETAIL. FOR FURTHER INFORMATION CONTACT THE VILLAGE WATER DEPARTMENT. WHERE THE HYDRANT IS BEING INSTALLED ADJACENT TO D.I.W.M. WRAPPED WITH POLYETHELENE ENCASEMENT, ALL METAL APPURTENANCES, INCLUDING TEE, BENDS, HYDRANT BARREL, HYDRANT LEAD, VALVE, ETC., SHALL BE WRAPPED WITH A POLYETHELENE ENCASEMENT CONFORMING TO ANSI. A21.5. ALL HYDRANT LEADS SHALL BE 6" (150 mm) D.I.W.M. AND SHALL BE CONSTRUCTED WITH RETAINER GLANDS. ALL HYDRANTS SHALL FACE THE STREET AND SHALL BE 5' (1.5 m) FROM BACK OF CURB TO FACE OF HYDRANT OR 10' (3.0 m) FROM EDGE OF PAVEMENT TO FACE OF HYDRANT WHEN THERE IS NO CURB. HYDRANTS SHALL BE SPACED AT INTERVALS OF APPROXIMATELY 300' (100 m) AND SHALL BE LOCATED SO AS TO BE OPPOSITE A COMMON LOT LINE OR IN THE MIDDLE OF THE LOT. 15. A 4" x 4" x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED BLUE ON TOP, SHALL BE PLACED VERTICALLY IN THE GROUND AT EACH B-BOX AND VALVE VAULT NOT IN THE ROADWAY AND SHALL HAVE A MINIMUM OF 2' (0.6 m) OF POST BURIED IN THE GROUND. 16. THE EXACT LOCATION OF EACH B-BOX SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. B-BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE WATER SYSTEM AT THE COMPLETION OF THE CONSTRUCTION.� SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF ALL B-BOXES. EACH B-BOX SHALL BE DIMENSIONED FROM THE TWO (2) PROPERTY CORNERS. 17. ALL WATER MAIN VALVES SHALL BE MUELLER RESILIENT SEAT GATE VALVE (RESILIENT WEDGE, R/W) FOR MECHANICAL JOINTS CONFORMING TO AWWA C 111 (MUELLER NO. A-2360-20). Section SUBD-WM, Page 3 of 6 i 18. CAST IN PLACE THRUST BLOCKS OR PRE-CAST SOLID CONCRETE MASONRY UNITS SHALL BE PROVIDED AT ALL CHANGES IN ALIGNMENT OF THE WATER MAIN AND OPPOSITE ALL "TEE" CONNECTIONS. ALL THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH. 19. WATER MAIN FLUSHING AND CHLORINATION A. THE WATER MAIN SHALL BE FLUSHED AND CHLORINATED IN ACCORDANCE WITH THE REQUIREMENTS OF THE VILLAGE AND THE STANDARD SPECIFICATIONS. ANY PORTION OF THE NEW WATER MAIN EXTENSION SO STERILIZED SHALL BE ISOLATED AND VALVED OFF FROM THE REST OF THE SYSTEM UNTIL A CERTIFICATE OF APPROVAL IS RECEIVED FROM THE REGULATORY AGENCIES. THE VILLAGE SHALL DECIDE THE LOCATION AND NUMBER OF TESTS TO BE DONE. B. CHLORINATION/DISINFECTION OF THE WATER MAIN SYSTEM SHALL BE ACCOMPLISHED BY CHLORINE GAS-WATER MIXTURE ONLY. C. CHLORINATION OF THE WATER MAIN MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT OR ITS AUTHORIZED REPRESENTATIVE. ALL CHLORINATING PROCEDURES WILL BE COMPLETED ON EITHER A MONDAY, TUESDAY OR WEDNESDAY; NO OTHER DAYS WILL BE ALLOWED BY THE VILLAGE. 20. FOLLOWING THE DISINFECTION AND FLUSHING PROCEDURES, SAMPLES SHALL, BE COLLECTED FOR BACTERIOLOGICAL ANALYSIS ON TWO (2) SUCCESSIVE DAYS, BUT NOT LESS THAN 24 HOURS APART, FROM VARIOUS POINTS DETERMINED BY THE VILLAGE ON THE NEW PORTION OF THE SYSTEM (APPROXIMATELY EVERY 500 FEET (150 m)), SUBJECT TO EACH PROJECT'S UNIQUE CHARACTERISTICS). ALL SAMPLES WILL BE COLLECTED BY THE CONTRACTOR BUT WILL BE DELIVERED TO THE VILLAGE'S STATE CERTIFIED LABORATORY FOR ANALYSIS BY A STAFF MEMBER OF THE VILLAGE'S WATER DEPARTMENT. ALL LABORATORY COSTS SHALL BE BORNE BY THE CONTRACTOR AND HE/SHE WILL ARRANGE TO BE BILLED BY EITHER THE LABORATORY OR THE VILLAGE PRIOR TO ANY WATER MAIN STERILIZATION WORK. ALL LABORATORY TEST RESULTS MUST BE FURNISHED IN WRITING TO THE VILLAGE. CHLORINATION, FLUSHING AND WATER SAMPLING SHALL ALSO INCLUDE, WHEN NECESSARY,THE REMAINING PORTIONS OF THE EXISTING WATER MAIN SYSTEM AS DETERMINED BY THE VILLAGE. Section SURD-WM, Page 4 of 6 21. ALL WATER MAIN VALVES WILL BE OPERATED BY VILLAGE PERSONNEL ONLY. 22. AT THE END OF THE DAY, THE CONTRACTOR WILL BARRICADE AND FENCE ALL OPEN TRENCH EXCAVATED AREAS, ALL OPEN MANHOLE AREAS AND ALL OPEN VALVE VAULT AREAS. 23. CASTINGS FOR VAULT ACCESS, FRAME AND CLOSED LID, SHALL CONFORM TO NEENAH FOUNDRY COMPANY CATALOG NO. R-1712, OR EQUAL. THE SOLID LID (COVER) SHALL BEAR THE MARKING "WATER". CASTINGS PLACED ON PRECAST REINFORCED CONCRETE MASONRY UNITS SHALL BE SET IN A BITUMINOUS MASTIC BED;MORTAR WILL NOT BE ALLOWED. 24. PIPE FITTINGS: A. FITTINGS SHALL BE DUCTILE IRON IN ACCORDANCE WITH ANSI A21.53/AWWA C153. B. FITTING PRESSURE RATING: 350 PSI C. RETAINER GLANDS FOR MECHANICAL JOINT FITTINGS EXCEPT COUPLINGS 1. DUCTILE IRON 2. F 1058 BY CLOW, INC. 3. MECHANICAL JOING RETAINER GLAND BY TYLER PIPE 4. MEG A LUG JOINT RESTRAINT BY EBAA IRON CO. 5. OR EQUAL IN STRENGTH AND RESTRAINING ABILITY D. COUPLINGS FOR CONNECTING NEW WATER MAIN TO EXISTING WATER MAINS . 1. DUCTILE IRON OR CAST IRON 2. MJ ANCHORING COUPLING BY CLOW. 3. OR EQUAL IN STRENGTH AND SEALING ABILITY 4. SOME EXISTING WATER MAINS MAY HAVE NON-STANDARD EXTERNAL DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING COUPLINGS. E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS 1. STAINLESS STEEL OR MALLEABLE IRON 2. CORROSION RESISTANT ALLOY OR COATED TO RESIST CORROSION 3. ROD DIAMETER: 3/4"(20 mm)MINIMUM 4. SUFFICIENT IN STRENGTH AND RESTRAINING ABILITY TO RESIST WORKING PRESSURES, TEST PRESSURES, AND SURGE PRESSURES IN WATER MAINS. F. CUT-IN SLEEVES 1. MUELLER H-841 2. OR EQUAL IN STRENGTH AND SEALING ABILITY G. TAPPING SLEEVE 1. MUELLER H-615 2. OR EQUAL IN STRENGTH AND SEALING ABILITY Section SUBD-WM, Page 5 of 6 H. ANCHORING TEE 1. MJ ANCHORING TEE BY CLOW 2. MJ TEE 5-620,CLASS 350, BY TYLER PIPE 3. OR EQUAL IN STRENGTH AND SEALING ABILITY 25. AFTER THE IEPA OPERATING PERMIT HAS BEEN ISSUED AND/OR WHEN APPROVED BY THE VILLAGE, ALL CORPORATION STOPS, INSTALLED FOR TESTING PURPOSES ONLY, WILL BE REMOVED BY THE CONTRACTOR AND REPLACED WITH A BRASS PLUG. THIS WORK MUST BE WITNESSED BY A STAFF MEMBER OF THE VILLAGE ENGINEERING DEPARTMENT. 26. WATER MAINS AND WATER SERVICES SHALL BE INSTALLED AT LEAST 10' (3.0 m) HORIZONTAL AWAY FROM BUILDINGS AND FROM ANY DUPAGE WATER COMMISSION WATER MAIN UNLESS ADEQUATE PRECAUTIONS, AS DETERMINED BY THE VILLAGE,ARE TAKEN. 27. WHERE SPECIFIED IN THE PLANS OR WHERE DIRECTED IN THE FIELD BY THE VILLAGE, SPECIAL HYDRANT TEES SHALL BE USED WHICH CONFORM TO TYLER CATALOG NO. 5-119, OR EQUAL. Section SUBD-WM, Page 6 of 6 \PW STD SUB-WATER PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION SANITARY SEWER CONSTRUCTION 1. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS", FIFTH EDITION, DATED MAY 1996 AND ALL REVISIONS THERETO; THE SANITARY DISTRICT ORDINANCES, REQUIREMENTS AND POLICIES; AND ALL VILLAGE OF OAK BROOK ORDINANCES,REQUIREMENTS AND POLICIES. 2. SANITARY SEWERS AND SANITARY SERVICES SHALL BE INSTALLED IN SEPARATE TRENCHES AND AT LEAST 10 FEET(3.0 m) HORIZONTAL AWAY FROM WATER MAINS AND WATER SERVICES, UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING. 3. SANITARY SEWER MANHOLES SHALL BE 4 FEET (1.2 m) IN DIAMETER UNLESS OTHERWISE SPECIFIED IN THE PLANS. SANITARY SEWER MANHOLE FRAMES SHALL BE WATER-RESISTANT FRAMES WHERE REQUIRED BY THE SANITARY DISTRICT. SANITARY SEWER MANHOLE LIDS SHALL BE SELF-SEALING LIDS WITH CONCEALED PICKHOLES AND THE WORD"SANITARY" CAST IN. 4. SANITARY SEWER PIPE SHALL BE OF A MATERIAL AS APPROVED BY THE SANITARY DISTRICT AND SHALL BE SANITARY SEWER SERVICE PIPE SHALL BE OF A MATERIAL AS APPROVED BY THE SANITARY DISTRICT AND SHALL BE SERVICE PIPE SHALL BE 6" (150 mm). 5. SANITARY SERVICE SEWER SHALL BE CONNECTED TO THE MAIN SEWER WITH PRE-CAST WYE OR TEE CONNECTIONS OR BY MACHINE TAP AS REQUIRED BY THE APPROPRIATE SANITARY DISTRICT. 6. THE EXACT LOCATION OF EACH SANITARY SERVICE SHALL BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE SANITARY SEWER SYSTEM AT THE COMPLETION OF CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF ALL THE ENDS OF SANITARY SERVICES. EACH SANITARY SERVICE END SHALL BE DIMENSIONED FROM THE TWO (2) PROPERTY CORNERS. Section SUBD-SAN, Page 1 o£2 7. A 4"x 4"x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED RED ON TOP,SHALL BE PLACED VERTICALLY IN THE GROUND AT EACH SANITARY MANHOLE WHICH IS NOT IN PAVEMENT AREAS AND AT EACH SANITARY SERVICE END AND SHALL HAVE A MINIMUM OF 2 FEET(0.6 m) BURIED IN THE GROUND. 8. ALL SANITARY SEWERS SHALL BE AIR TESTED AS REQUIRED BY THE SANITARY DISTRICTS SPECIFICATION FOR LOW PRESSURE AIR TESTING. 9. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/ DRIVEWAYS RESULTING FROM SANITARY SEWER OR SANITARY SEWER SERVICE CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE, TO 5 FEET (1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA-6 TRENCH BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1 FOOT(0.3 m)ABOVE THE TOP OF PIPE. Section SUBD-SAN, Page 2 of 2 \PW STD SUB-SAN PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION STORM SEWER CONSTRUCTION 1. ALL STORM SEWER CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION' IN ILLINOIS, AS ADOPTED JANUARY 1, 1997 AND ALL REVISIONS THERETO, THESE SPECIAL PROVISIONS, AND ALL VILLAGE OF OAK BROOK ORDINANCES,REQUIREMENTS AND POLICIES. 2. STORM SEWER AND STORM SERVICES SHALL BE INSTALLED IN SEPARATE TRENCHES AND AT LEAST 10 FEET (3.0 m) HORIZONTAL AWAY FROM WATER MAINS AND WATER SERVICES, UNLESS OTHERWISE APPROVED BY THE VILLAGE IN WRITING. 3. STORM SEWER MANHOLES SHALL BE 4 FEET (1.2 m) IN DIAMETER UNLESS OTHERWISE SPECIFIED IN THE PLANS. 4. UNLESS OTHERWISE INDICATED IN THE PLANS,STORM SEWER PIPE 12"(300 mm) IN DIAMETER AND LARGER SHALL BE REINFORCED CONCRETE PIPE, CLASS III, CONFORMING TO AASHTO M-170 AND 10" (250 mm) STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE, CLASS V (AASHTO M-170). ALL STORM SEWER SERVICE PIPE TO COLLECT SUMP PUMP DISCHARGE, SHALL BE POLYVINYL CHLORIDE (PVC) PIPE CONFORMING TO ASTM C-3034-SDR-35. ALL STORM SEWER DENOTED IN THE PLANS AS PVC SHALL CONFORM TO ASTM D- 3034-SDR-18 PRESSURE CLASS 150 PVC (AWWA C-900) UNLESS OTHERWISE SPECIFIED IN THE PLANS. 5. STORM SEWER SERVICE PIPE SHALL BE 4" (100 mm) FROM ITS CONNECTION TO THE MAIN SEWER TO THE R.O.W. LINE. 6. STORM SEWER SERVICES SHALL BE CONNECTED TO THE MAIN WITH EITHER A PRECAST TEE OR PRECAST WYE FITTING, OR A CAST-IN-PLACE FITTING PROVIDED BY THE MANUFACTURER AND WHICH HAS BEEN APPROVED BY THE VILLAGE. FIELD PLACEMENT BY BREAKING INTO THE SEWER MAIN AND INSERTING THE 4" (100 mm)PVC IS NOT ALLOWED. 7. THE EXACT LOCATION OF EACH STORM SEWER SERVICE SHALL BE DETER- MINED IN THE FIELD AT THE TIME OF CONSTRUCTION. THE DEVELOPER SHALL FURNISH TO THE VILLAGE "RECORD DRAWINGS" OF THE STORM SEWER SYSTEM AT THE COMPLETION OF CONSTRUCTION. SAID RECORD DRAWINGS SHALL SHOW THE LOCATION OF ALL THE ENDS OF STORM SEWER SERVICES. EACH STORM SEWER SERVICE END SHALL BE DIMENSIONED FROM THE TWO (2) PROPERTY CORNERS. Section SUBD-STM, Page 1 of 2 8. A 4" x 4" x 6' (100 mm x 100 mm x 1.8 m) WOOD POST, PAINTED GREEN ON TOP, SHALL BE PLACED VERTICALLY IN THE GROUND AT EACH STORM DRAIN STRUCTURE WHICH IS NOT IN PAVEMENT AREAS AND AT EACH STORM SEWER SERVICE END AND SHALL HAVE A MINIMUM OF 2 FEET (0.6 m) BURIED IN THE GROUND. 9. TRENCHES UNDER OR WITHIN 5 FEET (1.5 m) OF ROADWAYS/PATHWAYS/ DRIVEWAYS RESULTING FROM STORM SEWER OR STORM SEWER SERVICE CONSTRUCTION SHALL BE BACKFILLED, AS SOON AS PRACTICABLE,TO 5 FEET (1.5 m) OUTSIDE THE ROADWAY/PATHWAY/DRIVEWAY WITH CA-6 TRENCH BACKFILL MECHANICALLY COMPACTED IN 1 FOOT (0.3 m) LIFTS STARTING 1 FOOT(0.3 m)ABOVE THE TOP OF PIPE. Section SUBD-STM, Page 2 of 2 \PW STD SUB-STORM PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION STREET LIGHTING CONSTRUCTION GENERAL NOTES FOR RESIDENTIAL AREA STREET LIGHTING 1. CATALOG CUTS FOR ALL MATERIALS REQUIRED TO INSTALL THE PROPOSED STREET LIGHT(S) INTO A WORKING PRODUCT ACCEPTABLE TO THE VILLAGE WILL BE SUBMITTED TO THE VILLAGE FOR APPROVAL. ALL CATALOG CUTS MUST BE APPROVED BY THE VILLAGE PRIOR TO THE COMMENCEMENT OF ANY PORTION OF SAID WORK. 2. THE CONTRACTOR WILL CONFIRM THE LOCATION OF THE SERVICE DROP WITH COMMONWEALTH EDISON AND SUBMIT FOR APPROVAL TO THE VILLAGE A PLAN OR SKETCH OF SAID ELECTRICAL SERVICE TO THE PROPOSED STREET LIGHTS)PRIOR TO THE BEGINNING OF ANY STREET LIGHTING CONSTRUCTION. THE PLAN OR SKETCH WILL ALSO INCLUDE THE NAME AND PHONE NUMBER OF THE PERSON CONTACTED AT COMMONWEALTH EDISON COMPANY. 3. THE POWER SERVICE TO A SINGLE STREET LIGHT INSTALLATION WILL BE AN UNMETERED SERVICE. HOWEVER, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONFIRM THIS STATUS WITH THE VILLAGE. 4. A DISCONNECT SWITCH FOR EACH STREET LIGHT WILL BE INSTALLED AT THE POWER SOURCE. THE SWITCH WILL BE LOCATED WITHIN A PEDESTAL OR AN ENCLOSURE THAT IS SECURABLE BY LOCK AND KEY. 5. ALL LIGHTING POLES WILL BE LOCATED 10' (3.0 m) CLEAR BEHIND THE EDGE OF ROADWAY IF CURB IS NOT UTILIZED, OR LOCATED 3' (1.0 m) BEHIND THE BACK OF CURB IF CURB IS UTILIZED, AND SHALL BE A MINIMUM OF 5' (1.5 m) FROM ANY UTILITY OR DRAINAGE STRUCTURE UNLESS OTHERWISE APPROVED BY THE VILLAGE. 6. ALL UNDERGROUND WIRING WILL BE STRANDED WIRES (SOLID WIRE IS NOT ACCEPTABLE); A MINIMUM OF #6 AWG COPPER WIRE TYPE "USE" INSTALLED WITHIN POLYETHYLENE DUCT (POLYDUCT, UNIDUCT) HAVING A MINIMUM 1 INCH (25 mm) I.D. AND BURIED A MINIMUM OF 2' (0.6 m) BELOW FINISHED GRADE. THE POLYETHYLENE DUCT WITH TWO (2) PREASSEMBLED INSULATED (600V) CONDUCTORS IS NOTED AS CABLE DUCT ON THE DETAILS. SEE THE PLANS FOR ACTUAL COPPER CONDUCTOR SIZE REQUIRED, OTHER THAN MINIMUM SIZE. Section SUBD-SL,Page 1 of 3 7. THE CONCRETE FOUNDATION FOR THE STREET LIGHTING WILL BE BUILT IN ACCORDANCE WITH THE DETAILS INCLUDED AS A PART OF THESE SPECIFICATIONS. IN ADDITION, THE CONTRACTOR WILL BE RESPONSIBLE TO INSURE THAT: * TOP OF FOUNDATION IS LEVEL AND 3" (75 mm) ABOVE PROPOSED GROUNDLINE. * VERIFY LOCATION,PROJECTION, SIZE AND LENGTH OF ANCHOR RODS WITH THE MANUFACTURER'S TEMPLATE AND SPECIFICATIONS. * CLASS X CONCRETE MIX COMPLIES WITH IDOT SPECIFICATIONS AND IS BEING SUPPLIED FROM AN IDOT APPROVED PLANT. * A COPY OF THE JOB TICKET FROM THE CONCRETE PRODUCER OF THE CLASS X CONCRETE WILL BE PROVIDED TO THE ENGINEERING DEPARTMENT INSPECTOR AT THE TIME THE CONCRETE IS INSTALLED. * A MINIMUM CURING PERIOD OF FOURTEEN (14) DAYS (UNDER NORMAL WEATHER CONDITIONS)FOR THE CONCRETE IS PROVIDED. * THE GROUND ROD SHALL EXTEND AT LEAST 3" (75 mm) ABOVE THE TOP OF FOUNDATION. * THE LUMINAIRE IS NINETY(90°)DEGREES TO THE EDGE OF ROADWAY. * WIRE SPLICES ARE MADE ONLY AT STREET LIGHTING POLES WITHIN THE HANDHOLE AND USING A"GRUNDY" TYPE CONNECTOR. NO CONCRETE WILL BE PLACED UNTIL AFTER THE VILLAGE ENGINEERING DEPARTMENT INSPECTOR HAS INSPECTED AND HAS APPROVED THE DEPTH OF EXCAVATION, THE CHARACTER AND CONDITION OF THE FOUNDATION MATERIAL AND THE REINFORCEMENT STEEL IN PLACE. !8.' THE STREET LIGHTING POLE WILL BE A GARDCO CRUCIFORM ALUMINUM POLE CA4 MODIFIED FOR A 9" (228 mm) BOLT CIRCLE CATALOG NO. CA4 20L D1 BRA (9" BC) PC FOR A 20' (6.1 m) HEIGHT POLE AND A CA5 MODIFIED FOR AN I 1" (279 mm) BOLT CIRCLE CATALOG NO. CA5 25L D1 BRA (I V BC) PC FOR A 25' (7.6 m) HEIGHT POLE. POLES SHALL BE A MEDIUM BRONZE ANODIZED FINISH (DURANODIC, BRA) AND HAVE AN ACCESS HOLE (HANDHOLE) LOCATED APPROXIMATELY 12" (300 mm) ABOVE THE BASE PLATE. THE HANDHOLE SHALL BE PROVIDED WITH A COVER PLATE. 9. THE LUMINAIRE WILL BE A GARDCO FORM 10 EH ARM MOUNT WITH A MEDIUM BRONZE ANODIZED FINISH (DURANODIC, BRA), CATALOG NO. EHUB 14 1 3 150H PS 120V BRA HS/POLY FOR A 20' (6.1 m) POLE, OR CATALOG NO. EHUB 19 1 3 250HPS 120V BRA HS/POLY FOR A 25' (7.6 m) POLE. THE LUMINAIRE WILL BE FURNISHED WITH A POLYCARBONATE SAG LENS. EACH LUMINAIRE WILL .HAVE A PI-IOTO-ELECTRIC CELL CONTROL ATTACHED TO THE TOP OF THE POLE AND NOT ON THE LUMINAIRE. THE TOP OF THE LUMINAIRE IS NOT TO BE CUT. A HOUSE SIDE SHIELD WILL ALSO BE PROVIDED AND INSTALLED. Section SUBD-SL, Page 2 of 3 10. UPON COMPLETION OF THE INSTALLATION OF THE STREET LIGHT(S), THE DEVELOPER WILL FURNISH AN "AS-BUILT" DRAWING(S) OF THE WORK TO THE VILLAGE SHOWING THE LOCATION OF ALL FOUNDATIONS, CABLE, DISCONNECT SWITCHES AND POWER SOURCES. 11. REPLACEMENT POLES AND LUMINAIRES WILL BE GARDCO MEETING THE REQUIREMENTS STATED ABOVE AND THE PHOTOMETRICS OF THE EXISTING LUMINAIRE. Section SUBD-SL, Page 3 of 3 \I'W STD SUB-LITING STANDARD DETAILS i CASTING FOR GROOVED ADJUSTING RIII09 —�- 1/-1***'P' RECA3T FOR SMOOTH FACED ADJUSTING ADJUSTING RINGS TWO ROWS OF EXTRUDIBLE RING PREFORMED PLASTIC GASKET EACH JOINT - OVERLAP ENDS OF ONE ROW OF EXTRU018LE GASKET. ONE ROW ONLY PLASTIC GASKET PER GROOVE REQUIRED ON STORM STRUCTURES OVER LAP ENDS. , cn t t• a' °'�° 2" MIN.. 8" MAX. AND WATER VAULTS :-• �'.', •is o,�. .:4• 2 ADJUSTING RINGS MAX. 70P SECTION 30.—� ;,•A , ' ' TOP SECTION OF MANHOLE, i CATCH BA91N, INLET, OR WATER VALVE VAULT CAST NG ADJUSTMENT e 4 «� n2) 11y.) cYo 1 ) , 2/ — $^ 000 13 lil) L t ' � o 1 - - 1)Y) � sle U) 122x.) SECTION 0-0 trt SECTION B-B 1241/,i (l It yo.) (Y.) I23) 1y.) (l 44 SECTION C-C A 0-15916'/0 max. Ityo.) ------- s (D-17 (r.) min. (tyD.) ,CAST GRATE e ------- - 51 kg (120 lbs.) l35) SECTION A-A As cwwutone are in rAdmeters 1lnahes) unless otherrl" at*mf% CAST FRAME GATE NEV151wr5 ®I��r4 p.00r�w.nr•t trwMrp�4o 115 kg 1320 tbs.) 1-1.91 Renum. Sta,dord 2218-1. FRAME AND GRATE r.,ut ,„, TYPE 9 WI 6.15-91 Moved G.N. to 5 et:e. w,eKO xmKj ,„, 3 Deleted steel gratec STANDARD 604041 Adasd Metric. is I%) 010. hole otw 15x120 1% x4Y 4I t Blotted twee for galvanized U12 (Vol t7Y41 bolt, nut and ro"r. 69 Curb box adjustable 6S 12 Y41 tY�l tram 135 15,14) to 223191 116''/tt 1321 It .I O lie,l pot(Ii 1.g1/t1Z1 1.11 Z.= —� te t .n..1-. %1 1 11 �� y Y C C -� ti - nl ` - a t- T i tee - n b ~ • Area ' ^ 1�,, ss9 g q.1.. .. 15 (221 - ' � I uY,I 29 tr2yl4.y.) TSECTION 0-0 95 25 I lu � LAY T s1 � — t21 � IYJ l Ilgt w " SECTION C-C IY4 122y,1 1Y41 603 SECTION B-B 123Y+1 2e 22 �— 1 (%1 1 CAST GRATE Ihl - ------L=-WC- Al '02 51 ko 1113 Ibe., 13) N RD yQry. 3• I221 c%> 911 (361 VANE DETAILS SECTION A-A AR OUeenetorr are In xJWNtera enrfieN unleee othworl" eh"M CAST FRAME CAtti Iltvts101+5 to I76 kg 13Et Ibs.) 1-1.9T Renum. Stondord 215 . FRAME AND GRATE Mu/ „� Deleted ON Symbol. TYPE 3V.Maas L [—tt 11.1.91 New Standard. A»rorle v1i 3 STANDARD 604011 I Mum t e�„) a s ) 1 1 I 1 1 L (1 .1 t tY.) 11 s M Ity,' P li 57 R ^ � Y O e 121/4) 44 E-1 11 _ nY.) r ) (31 000 " N I tli M c �1_ J L 'I LE 111 N ' O CO I I tU 1 L 1� SS! 15th) 1221 SECTION 0-0 Y. 1 1 (23Y.1 t5 ) (10) � 49 It VD.1 a 2 545 12 (1vp 1Y.1 (221/4) 1Y.) SECTION B-B' SECTION C-C (U Q*IS9 l6'/-1 mos. (tyo.l 0 gig (Y.) nln. (typ.) N III �N ))1 -- --- '- CAST GRATE >" To kp 1155 Ibs.) 914 SECTION A-A m Qnonslona are N mimmetrs orxtme) CAST FRAME .xveas ottwalw eno.n 152 kp(335 bs.) ntn 1ttyl ord FRAME AND GRATE I-1•97 ReMNn. Stondor0 221S*S. TYPE 6 6.15.94 Moved C.R. to S ecs. Deleted ateet Qrotas.. STANDARD 6UO26 Added Metric. 6 Cuesets shorn 0 Dermltied -13-0-Q, ad O O c A000000q c L --------- �!-1 - �'�� 0 _ L._ Ia 00———0O O O Q — 1 0000000 c �O � ❑ 0 ❑ ❑ 00v Coo w ❑ ooQ,.a 1.. 1�J (n STe d 1 122A) 1 ,1 CAST FRAME Jq t 7�� 12; �* M6 65/.1, at 170.t pt lops 121 —�'�I�^ of 120'IoDtlonoll (2I) J S33 1211 —-T _ SECTION 0-0 ry�, '=p i i Is(Y)ltyD.l CAST CLOSED L IO I 6roy Iron Ud 600.650 -SEG��OH�9-B� 56.T kp (125 IDe) r 124-25%11 I 564 I r 1)Q SECTION A-A �1►S�--0PEH-4rID� Gray Iron "41 As akeenelone are In wM"ters nnehea) 11.5 kp 1162 101 IXyees etharrl" ehOe n. I�N4 s..o.IgnIN IIwM/NIyI1 NITARY„ "STORM" ' WATER" 10-1 9i Renum. Standard 22► -6. FRAME AND LIDS ®u 1„, ” � `� ' �i ! oR NORM OR TYPE 1 MIKE. { 11\I I_I I� 10 1 95 Revised frame and wAoeb —• IM. 3 �.,/' y closed Rd. STANDARD 604001 ' 30. l 30• t I I 7S/ \ 43 i I ` 833 0to. I 1331 I � N L->- --- ------ -------- --- ---� 699M&I �= I tl1 $et Oto. I (231 .� SECTION A-A I a'/�1 t21 CAST GRATE 11 kp 1200 ros.) All cxmnslons are h ndlnett r• ttndwel Lols" otherrl" YWnR o.rc Kvlslas 1.1.97 Renum, Stondord 2217-4. GRATE TYPE S ru>to inr p 6 6-15-94 Moved G.N. to Specs. Added metric. STANDARD 604036 R-4340 Series G WE— RAISED ROUN D BEEH I VE Round Beehive Grates Medium Duty—For Ditch Drainage Construction May be used in vitrified clay pipe bell, on a concrete catch basin, or in a cast iron frame as shown below. Effective where debris may interfere with drainage, such as at a road- side or in a median strip. Bell and spigot vitrified clay and concrete pipe are made under many specifications and dimensions vary. Check the OR EQUAL grate sizes in the table to be sure they will fit the pipe you Illustrating R-4340-A are using. Specify: 1. Catalog number. 2. Cost iron frame if required. Dimensions in inches Catalog O. O.D. Dia. Ht. No. Size Size Pipe Wt. No. Dia. I lugs Bhv Bhv Lugs Bars Op. Size lbs. R-4340-A 34 J2J6Y4 23% 6 1 lyt 24 •220 Illustrating R-4340-B R-4340-B 33 223 3 6 1 yz 2 24 200 ..,340.x... � z ,o� �A A AAA i 24 19 C.I./ITTIM CAYf •�•� CATCN SASIN. CATCN BASIN PIPC SELL •1•• 'Adjusting toms fumished only when specified. WITH C.I.rsAwE -Furnished with ring instead of lugs. 341-A Ditch Grate, Stool Type Heavy Duty of Weight 230 Pounds v r. 20 23 ^9� 33• I R-4342 Ditch Grate, Stool Type Medium Duty Total Weight 205 Pounds s �— 21; OIA. 23. r-; t�1 r 121 1- n 23 --� — �- 23* - 33--- 33 --- N E E N A H SD7 /210 FOUNDRY COMPANY 1 ` THE BONNET SHALL BE PAINTED THE COLOR SH014N BELOW WHICH DEPICTS THE SIZE OF THE ADJACENT/CONNECTED WATER MAIN: WATER SLAIN SIZE BONNET COLOR PAINT SPECIFICATION 6 INCH RED GLIDDEN CO. PAINT NO. 4520, SAFETY RED ALKYD GLOSS ENAMEL 8 INCH YELLOW GLIDDEN CO. PAINT NO. 4540, SAFETY YELLOW ALKYD GLOSS ENAMEL 10 INCH GREEN GLIDDEN CO. PAINT NO. 4503, STRUCTURE GREEN OR RUST SCAT MACK GREEN NO. 138 12 INCH BLUE GLIDDEN CO. PAINT N0. 4580, SAFETY BLUE ALKYD DEEP TINT BASE 16 INCH BROWN GLIDDEN CO. PAINT NO. 4537, SAFETY BROWN ALKYD GLOSS ENAMEL BONNET O O MUELLER SUPER CENTURION 200 MODEL NO. A-423 WITH BREAKABLE SAFETY FLANGE ALL PORT CAPS SHALL BE PAINTED A HIGHLY REFLECTIVE - O WHITE COLOR (3M TRAFFIC CONTROL DIVISION WHITE HYDRANT SHALL BE PAINTED A PAINT NO. 7216) GREEN COLOR (GLIDDEN STRUCTURE GREEN NO. 4503 m O 0 2 OR RUST SCAT MACK GREEN N0. 138) T 11 1 1 11 U I CAST IRON VALVE BOX (TWO-PIECE) (1Y-LER NO. 6645) r-i _r D1ZA.lY F I D :Q 3G COURSE ACwGATE 6 AL-VILA_?Y V.kLVE GR-kDE NO. CA-7 (MUELLER No. '• (0.5 CU. --D.) A-2360-16) •'• '- f ` r • PROVIDE CONCRETE BASE • ••. . AND MUST BLOCKING • - •• = AGAINST WDISTURBED �,�•.,• ". EARTH. HYDRANT DRAIN OPENING I NOTE; CONCR-ETE BASE AND BLOCKING MATERIAL SiLUL HYDRANT NOT BLOCK NOR OBSTRUCT HYDRANT DRAIN. DETAILS SD8 - -- _ ■7 le* Pipe DUCTILE IRON AND/OR GRAY IRON Subsidiary of C110 FULL BODY MECHANICAL JOINT FITTINGS Tyler Corporation Tees (Continued), Parallel Tees, Base Tees ` SIX* Dlm*nslons Weights Z Run Run Branch X Y Z 5.120 '-5-12t-'--5.123 y 30 30 10 18.0 23.0 26.0 207960 2050 30 30 12 18.0 23.0 26.0090 1970 2065 30 30 14 18.0 23.0 26� 2120 2005 2095 X x 30 30 16 18.0 23.0 /l?O 2145 2030 2120 Straight Tees and 30 30 18 18.0 2 .0� 26.0 2170 2050 2145 Reducing on Branch Tees 30 30 ZO 18. .23.0 26.0 2205 2090 2185 S•120 **5-121 0 30 24 .0 25.0 33.0 2880 2765 2855 MJ MJX Ex 30 30 25.0 25.0 33.0 3105 2490 3080 36 8 20.0 26.0 28.0 3050 2870 3010 36 10 20.0 26.0 28.0 3065 2885 3025 36 1 20.0 26.0 28.0 3075 2895 3035 ; 36 36 14 .0 26.0 28.0 3105 2925 3065 y 36 36 16 20. 26.0 28.0 3125 2945 3085 36 36 18 20.0 6 28.0 3150 2970 3110 1 36 36 20 20.0 • 26.0 28.0 3175 2995 3135 I_x I X 36 36 24 20.0 26.0 28 3230 3050 3190 MJxFlange 36 36 30 28.0 28.0 36.0 45 4170 4305 * **5.123 36 36 36 28.0 28.0 36.0 459 4410 4550 *Not lncluded In AWWA C110 **Mode to order only. Not R*turnable *PARALLEL TEES HYDRANT TEE - DARALLEL FtB Dlmonsions NOTE: Six* A B wt. More Parallel Parallel Hydrant Tees 6x6 12.5 16 170 Tees on MJ x MJ x MJ 8x6 13.5 18 235 pages 5-15. 5-119 10x6 15 22 305 12x6 16 24 385 SE TEES Si:* Dlmonslons Bas• X S T U NOTE: Bose is ( =1 3 4.88 5.0 .56 5 available opposite 4 5.50 6.0 62 .50 10 branch only, x __J 6 7:00 �7�69 .62 15 1 rL u 8 8.38/ 9.0 .94 .88 30 L S J 10 .75 9.0 .94 .88 30 5-126 MJ Base Tee 5-127 MJxPExMJ Base Tee 11.25 11.Q 1.00 1.00 45 14 1 11.0 1.00 1.00 50 NOTE: For weights of Reducing on Branch 16 13.75 i.Q 1.00 1.00 50 and/or Reducing on Run Bose Te�a�O� the 18 15.00 13.5 I 1.12 75 base weight corresponding4o a largest size 20 16.00 13.5 1.12 12 75 opening to the we' ht-r-&tee desired. \ EXAMPLES 24 18.50 13.5 1.12 1.12 0 (v) Ba Ox6x8 tee weighs 30 lbs. 30 23.00 16.0 1.19 1.15 120 ase for 12xl2x4 tee weighs 45 lbs. 36 26.00 19.0 1.25 1.15 160 ANSI/AWWA C110/A21.10.ANSI/AWWA Clll/A21.11 7.18-89 Tyler Pipe/Utilities Division• P.O.Box 2027- Tyler,Texas 75710•(903)882-5511 -FAX(903)882.7043 5-7 SD9 1 ALTERNATE MATERIALS FOR MALLS T A A 49R1QOt>tUSONRY 4 WAft Ib �101i► C)—-- ------------ 90UC fWYiONRVMUkl6T J2l4l► PRECAST REINFORCED CONCRETE SECTION TS(3) 31-011 ?MAX. DEPTH TO TOP OF CASTING PLAN RING RIM ELEVATION O Top of mosonry 400 116) unless I I other.lse I I See plans for DOmOt e noted on T lomote r T Pipe size pions I t+—SO 12)min. y Pipe f0 be told on O O !12 minimum grade of 1% 5 Prscasf reinforced SECTION A-A concrete slab Sand cushion concrete slab. pro reinforced ZINSTALL CONCRETE BOTTOM TO DRAIN ALTERNATE METHODS concrete section alternate le used. All 01rMMlone or* In N" fKR 11rict l unto" otherwise shown. DATE REVISIONS ®IrroY O.ra.r..nr•f trw•rur4n 1 1 9! R.rx,m. Standard 1603-5. INLET TYPE A 'N/'�'• � 6 6-IS-94 Moved G.H. to Speed. wwrte ittr v Added metric, STANDARD 602301 B/C Or EP 3' 9' 9 3' •/ A•� ro:! NWL Sj _ �o� � 20FT Or ROW LINE Or EDGE Of EASEMENT M in 3 ACCESS LINE, WHICHEVER IS LESS TYPICAL LAKE SECTION NoT� AS SOON AS LAKE GRADING IS . COMPLETE, A 10' WIDE STRIP OF SOD SHALL RE PLACED, 10, ALSO ABOVE THE SOD, A 15' WIDE o SOD EXCELSIOR MAT SHALL THEN ' 12" (minimum) R- DE PLACED, EROSION PROTECTION Gti�h`o NWL 12" (minimum EROSION PROTECTION rias TYPICAL SI:C'rim COVIiRNS OVER CONTOURS FOIL 1=UIIT1-lEn,-DETAILS SEE LANDSCAPE PLANS SHORELINE PROTECTION DETAIL coo 600 Top of masonry 1241 1241 Top of mosonry o 1 • � • u r f0-7e o s: e T T 0 T Clrculor Circutor b Stops of 300 112) b s to 400 116) e t a. .A1.iiA17Aifi. T R : SO o MATERIALS FOR MALLS 0 C (a") l2) t IA'i°o�l"!' So eq,1 n 1st t 1st -. 3 lrMM11'IAO.Or11'y' FAeeM'/S•-O"►) In-047-4 200e4M d x st ng ewer or ewer I d/24t Pr Cost Reinforced 12 n (4'-0"l ISO (30) 100 (4l t0 be constructed Concrete Seotlon 1A a 15' 0"l 1.15 A 13'-9' 129 l5) I�aseetss0ta ty0tssat30t es.ar+ Concrete Otr • �' as.4S'-O'1 I.IfnetY- L10a161t w ELEVATION - ECCENTRIC ELEVATION - CONCENTRIC g� Precast reinforced concrete slob •.;: ;•. •; '4•.is '<... GENERAL NOTES Sand cushion +� See Standard 602707 for details of ateps. • Dimsnslon •'C•• for Precast Reinforced Coner•te Sections may vary from the dimension given to plus 150 mm (6'). Sand cushion �•�''.`.:• '•`•�'`4 •s See Standard 602601 for 0ptlonol Precast .,. Reinforced Concrete flat Slob Top. AM dtm•nslons are In nletmeters recttes) Prefabricated concrete slob• when the ureeas otherwise Shawn. precast rslnforced Concrete 11601116010A elon alternate is used. DATE IIEVISIONS ®iew.p••yt—f N v-Awlatl , 1-1.97 Renum. Standard 152T-10. MANHOLE TYPE A ?ASKS „/sue.,L �"I ALTERNATE BOTTOM SLAB (RGIRTff'—r ye'►�7�n�1 -94. 11ov d C.N. to w.ons A W Deleted f t ii STANDARD 6024(7 k county note,1- 8'-0" 3x MAX. SLOPE //� // EXISTING GRASS r-XISTI;IG GRASS COI-TACTED SUBG -kDE REMOVE EXISTING 4" BITUMINOUS CONCRETE SURFACE COURSE, MIXTURE C, CLASS I, TYPE 3 TYPICAL SECTION PEDESTRIAN/BICYCLE PATH Su13 RETAINER GLANDS MEG A LUG SERIES 100 Patent No. 3,726,549 MECHANICAL JOINT DUCTILE IRON RETAINER GLANDS USED TO RESTRAIN MECHANICAL JOINT PIPE, VALVES AND FITTINGS REPLACES THRUST BLOCKS AND TIE RODS BOTH IN PERFORMANCE AND PRICE � M � J 0 K2 F� SAMPLE SPECIFICATION The mechanical joint restraint shall iron and require the same torque in all sizes. Steel set-screws are be designed to fit standard mechanical joint bells with standard T not permitted. head bolts,conforming to ANSI/AWWA C 1 1 1/A21.1 1 and AN- These devices shall have the stated pressure rating with a minimum SI/AWWA'C 153/A21.53 of latest revision. safety factor of 2:1 and shall be EBAA IRON, Inc. or approved Glands shall be manufactured of ductile iron conforming to ASTM A equal. Glands shall be listed with Underwriters Laboratories and/or 536-80 grade 60.42.10. Setscrews shall be of hardened ductile approved by Factory Mutual. NUMBER TORQUE NOMINAL SERIES SHIPPING OF SET WORKING ON SET M K2 J F NO OF PIPE SIZE NUMBER WEIGHT SCREWS PRESSURE'• SCREWS DIMENSION DIMENSION DIMENSION DIME`S1CN BOLTS 2 102• 3.0 2-'/ex l'/2 N/A 70 ft. lb. 2'/4 102'/. 4.0 2-'/sxl V2 N/A 70 3 103` 5.0 4-'/sxl'/2 N/A 70 0.62 7.69 6.19 4.06 4 4 104 6.5 4-'/ex2 350 70 0.75 9.12 7.50 4.90 4 6 106 11.8 6-'/ex2 350 70 0.88 11.12 9.50 7.00 6 8 '- 108 16.5 9-'/sx2 250 70 1 .00 13.37 11.75 9.15 6 10 110 22.0 12-'1sx2 250 70 1.00 15.62 14.00 11.20 8. 12 112 24.8 16-'/sx2 250 70 1.00 17.88 16.25 13.30 8 14 114 41.5 20-11/e0 250 70 1.25 20.25 18.75 15.44 10 16 116 51.5 24-'/sx3 250 70 1 .31 22.50 21.00 17.54 12 18 118 59.5 24-'/sx3 200 70 1.38 24.75 23.25 19.64 12 20 120 72.5 28-140 200 70 1.44 27.00 25.50 21.74 14 24 124 92.3 32-'/sx3 150 70 1.56 31.50 30.00 25.94 16 I i • *TESTED WITH A 2:1 SAFETY FACTOR 'All sizes are Underwriters' Laboratories Listed 877P except sizes marked with asterisk. Sizes 3" thru 12" are Factory Mutual aooroved #1CA3. AH EBA 31RON Technical Assistance Available SALES, 'NC P For field test pressures exceeding the rated pressure, contact the engineering department at EBAA Iron, Inc. O.BOX 857 EASTLANO.TX 76.148 WATS 800-433.1716 817-629.1731 TELEFAX 817.629.8931 0894-3.8 SD14 K I H INLt� vLf-\ V UJ JVILV N LUv U.S. Patent Nos. 4,627,774, 5,071,175 SERIES 2100 MEGAFLANGE-FLANGE ADAPTER UL LISTED FOR ABOVE GROUND USE 2100 RESTRAINT RING PRESSURE RATINGS When used with ■ 2100 GASKET RING touctile Iron Pipe: 350 psi w/3:1 safety factor L TOROUE-LIMITING STANDARD tSteel Pipe': 350 psi w/3:1 safety factor ACTUATING SCREW FLANGE C-900 PVC Pipe: 100 psi for DR25 150 psi for DR18 1 w/4:1 safety factor WASHER 200 psi for DR14 >a IPS PVC Pipe% 160 psi for SOR26 200 psi for SDR21 I w 13:1 safety factor MEGALUG WEDGE 250 psi for SDR17 *A transition gasket is required when using the Megaflange adapter with these pipe. PIPE O-RING tThe Megaflange adapter,three through twelve inch,is UL listed L GASKET for above ground use on schedule 40 steel pipe at a pressure EBAA SEAL GASKET rating of 350 psi. The Megaflange adapter is also UL listed for use on all classes of Listed ductile iron pipe,three,four,six,eight.and twelve inch,at a pressure rating of 350 psi. The ten inch on duc- file iron is listed at 300 psi. NOMINAL SERIES ASSEMBLY L BOLTS PIPE SIZE NUMBER DEFLECTION (Max) 3 2103 5° 0.7 4-5/.x51/2 4 2104 50 0.6 8-'/ex5'/2 6 2106 50 0.8 8-'/4 x6 8 2108 5* 0.9 8-3A x6 10 2110 3° 1.0 12-'/e x7'/2 12 2112 30 1.0 12-'/sx7'/2 Deflection of the joint cannot allow the end of the pipe to be separated from the flange more than the length"L" at any point. Bolt, nuts and gaskets are included with each unit.If transition gaskets are required they should be requested when ordered. SAMPLE SPECIFICATION REPLACES THREADED FLANGE SPOOL PIECES AND Restrained flange adapters shall be used In lieu of threaded or welded PROVIDES CONVENIENT AND VERSATILE INSTALLATION flanged spool pieces on plain end ductile Iron, steel, or PVC pipe. ' For use in above ground flanged pipe systems such as treatment Flange adapters shall be made of ductile Iron conforming to ASTM plants and pumping stations or in underground applications A536 and have flange bolt circles that are compatible with • Pipe can be cut to the required lengths at the jobsite ANSVAWWA C1151A21.15.Restraint for the flange adapter shall con- ' Flanged joints can be deflected and rotated during assembly sist of a plurality of individually actuated gripping wedges'to maximize - Installation is quick and requires no special tools restraint capability.Torque-limiting actuating screws shall be used to ' Torque-limiting actuating screws insure proper grip of wedge on Insure proper initial set of the gripping wedges.The flange adapters pipe shall be capable of a minimum of three degrees of joint deflection dur- ' Easy disassembly allows for expeditious removal of valves,meters Ing assembly or permit lengths of pipe to be field cut to within 0.6 Inch or fittings for replacement or repair of maximum distance between flanges to allow for simplified align- ' Can be used on all classes of ductile iron pipe ment of flanged appurtenances. The flange adapters shall have a ' Compatible with any flange conforming to ANSI/AWWA pressure rating of 350 psi when used on ductile Iron or steel pipe and C1 151A21.15 a pressure rating equal to the pipe when used on C-900 or IPS PVC ' Made completely of ductile iron conforming to ASTM A536 pipe. The flange adapter shall be Series 2100 Megaflange as pro- ' Gasket ring protected from internal corrosion with lining of fusion duced by EBAA Iron,Inc.or approved equal.All wetted Internal sur- bonded epoxy. faces shall be lined with fusion bonded epoxy conforming to the applicable requirements of ANSVAWWA 0213. E UJY1 'It N P.O. BOX 857 WATS 1-800-633-9190 817-629-1731 SK A LESS INC. EASTLAND, TX 76448 TELEFAX 817-620-8931 0394-3-F SD 14 STREET LIGHT DETAILS AND CATALOG CUTS SD15 a-� CuRe aR , R�A.Dwo.�C EtY�E I E R77 z*-O, a .Z Q N CABLE. Ckrr PFO'Tt=�T\vE BtJS!lX11G 2 R%V10 CONpV%T O'R put� E1-,GH a PUCKER TYPICAL ROADWAY CROSSING' LVMit�tP1RL� � 1=tNtSHE.D GRP.t>E LINE I I 1= rn ` _ aTr L o z ORC�1tJP�ZK BACk�IL�. :> N Et,)TR,'+.t. � r �—'E.XGrcP'T UN O E fZ STF�EE=CS TYPICAL STREET "° N l N Ll P Et�(TP� TU C.DrT•C RF'C.T) LIGHT WIRING 0 J , cPe�-E Duct TO G._.O � TRENCH BACKFILL DETAIL . OR PFD E STAL_ , I, 2� Min. . _Min. I Fv eA.-tG L T'U_lT`f I �SEM�T i s K E---r «C7�T N:Z,-t E= I __ � p.c�[� 1_VMINAIR�• With concrete curb and utter 10' without. concrete curb and gutter 3 i Edge of Roadway 5 Rte- oP.DwP.�r ONCRETE. FOUNDATION � VILLAGE OF OAK BROOK _ DETAILS OF C —_ FOR 20' and 25' STREET LIGHT Page of RESIDENTIAL AREA ONLY TYPICAL STREET LIGHT LOCATION TOP VIEW 23/4" Min. Or As Per Ground Clamp 2' #6 AWG (Insulated/Green) Mfg. Specification Bolt Circle as required Ground Wire Bushing - by Base Casting; _ Grout Mixture(as req'd) • 3'• it 20' Pole 9"Dia. � Y_ 20" Chamfer Edge 25' Pole:ll"Di Dia. Finished Grade ��3"Ms Line e= a t=i..�Shnd 9"formed Top :1 _ "4 fir a d e. below Grade Line Y4•• 2.. Anchor Bolt Size J. Min. DETAIL OF MULTIPLE RACEWAY and Length as Required -Conduit Reducer (When Required) --� Class X Concrete 2" PVC or Galvanized 2" PVC or Galvanized Steel Conduit Elbow teel Conduit Elbow 6" - - =; Depth as directed •,"� No.4 Rebars y the Village 6„ (5'-0" Minimum) . ;.: •;: No. 3 Tie Bars on 12"Cts.or ►. 'j.: No3 Spiral with 6"Pitch Driven Copperclad 3 Loops minimum Top and Steel Ground Rod Bottom (Loops 'shall be _ 5/8" x to' spaced 21, apart) :�..- _• .. 4" Top and a Bottom Dia. TYPICAL STREET LIGHT FOUNDATION 2 - #10 AWG To Luminaire Breakaway In Line Fuse and Holder with Rubber Boots (Lineside Only) #b AWG (Insulated/Green) Ground Wire Breakaway Fruse Holder With Slug and with Rubber Boots (Neutral_ To Grounding Lug On Pole Wire Only) 2 Piece Base Cover —AA--;m- m VILLAGE OF OAK BROOK DETAILS OF CONCRETE FOUNDATION Driven Cop rclad Steel Ground Rod �/ FOR 5/8" x 10' 20' and 25' STREET LIGHT 2 -!i6 (Minimum) AWG Cooper ' RESIDENTIAL AREA ONLY Conductors in Cable Duct — TYPICAL POLE WIRING Page of C® oo I t FORM 10 EH/H ARM MOUNT Featuring New Form 10X Optical System GENERAL DESCRIPTION: The Gardco Arm Mounted Square Form 10 products are sharp cutoff luminaires using high intensity discharge lamps up to 1000 watts.The EH units are manufactured from a mitered extruded aluminum and finished in an Architectural Class I anodizing.The H style luminaires are dieformed aluminum with a thermoset polyester finish.Both products can accept one of six(6)interchangeable and rotatable precision segmented optical systems. O R D E R I N G PREFIX SIZE CONFIGURATION PHOTOMETRIC DISTRIBUTIONS WATTAGE VOLTAGE FINISH OPTIONS EH 19' 2 3 40OMH 120 BRA MF Extruded EH 14' '% I (Horizontal See 120 BLA AD �=' Fabricated H 14" � Lamp) Table 208 BRA CD 1 r Below 240 NA HF Extruded EH 19' -I? 3 (Horizontal 277 BRP HS Fabricated H 19' Lame) 347 BLP LF 4X'-2•' (Horizontal 480 MF Fabricated H T19' 2 Lamp) PCR O (Horizontal POLY Fabricated H 26' = Lamp) ' ` � FM (Horizontal VSI (Vertical 4 - Lamp) TYPE PREFIX SIZE CONFIGURATIONv DISTRIBUTIONS WATTAGE VOLTAGE FINISH OPTIONS WATTAGE OPTIONS FINISH Housing 14' 19' T19" 26' AD: Amber Drop Diffuser(EH style only) BLA: Black Anodized' 100 HPS 250 HPS 750 HPS 1000 HPS CD: . Clear Drop Diffuser(EH style only) BRA: Bronze Anodized s art. 100 MV 250 MV 750 MH 1000 MV HF: In-Head Fusing NA: Natural Anodized' , 100 MH 2 250 MH 1000 MH HS: House Side Shield(types 3 and 4x only) BRP: Bronze Paint 150HPS' 400 HPS LF: In-Line Fusing BLP: Black Paint 175 MV 400 MV MF: Mast Arm Fitter 175 MH 400 MH PC: Receptacle and Photocontrol' f 250 MV PCR: Photocontrol-Receptacle Only 250 MH POLY:Polycarbonate Sag Lens''0 NOTES Y 1. Furnished with non yellowing acrylic sag lens. 6. 175W max on 14"units 2661 Alvarado Street VS not available with 14"mogul base units 7. 19 and T19 housings only San Leandro,CA 9e577 ,pr 2. Medium base lamp B. Contact factory for availability U.S.8001227-0758 3.150 HPS ballast operates 55 volt lamp 9. Furnished with sag glass lens CA 5101357.6900 4. Not available in 480V 10. Not available with 4X FAX 5101357.3088 5. EH and 26'H units only //T W O M L!S 1 GAtznco �°t,' LI(.IITINC C GS° FORM 10 EH/H ARM MOUNT S P E C I F I C A T I O N S GENERAL: Each Gardco Square Form ARM: Extruded aluminum arm is prewired ELECTRICAL: Each high power factor Ten Arm Mount is a sharp cutoff luminaire and secured to fixture by contractor. ballast is the separate component type, for high intensity discharge lamps. Units are Assembly is suitable for mounting to pole capable of providing reliable lamp starting designed with half cube proportions.Internal without requiring access to luminaire. down to-20°F.The ballast is mounted on a components are totally enclosed,rain-tight, unitized tray and secured within the dust-tight and corrosion resistant. No LENS: Mitered,extruded anodized luminaire,above the reflector system. High venting of optical system or electrical aluminum door frame retains the optically Pressure Sodium ballasts operate lamps components is required or permitted. dear,heat and impact resistant tempered within ANSI trapezoidal limits.Metal Halide Luminaires are completely assembled with flat glass in a sealed manner using hollow and Mercury Vapor ballasts are medium no disassembly required for installation. section,high compliance,memory retentive regulation auto transformers providing Lamping requires no lifting or hinging the extruded silicone rubber.Type 4X luminaire ±10%(MH)and t 5%(MV)power regulation luminaire housing,disturbing wiring or features sag glass lens and VS unit employs with a t 10°/o variation from rated input exposing uninsulated live parts. sag acrylic lens.Concealed stainless steel voltage. Component-to-component wiring latch and hinge permit easy toolless access Within the luminaire will carry no more than HOUSING: Extruded housings(EH style) to the luminaire. 80%of rated current and is listed by UL for are offered in 14'and 19'sizes and are OPTICAL SYSTEMS: The segmented use at 600 VAC at 150°C or higher.Plug - composed of precisely mitered anodized disconnects are listed by UL for use at 600 aluminum extrusions.Fabricated H style) Forth Ten optical system is homogeneous ( ly ) sheet aluminum,electrochemically VAC,15A or higher. units are available in 14',19',T19'and 26' sizes and are one piece,multi-formed brightened,anodized and sealed. The FINISH: Extruded housings(EH style)are aluminum with an integral reinforcing spline segmented reflectors are set in faceted arc standard with natural,bronze,or black and a single concealed joint.Tops are tube Image duplicator patterns to achieve Aluminum Association Architectural Class I press-formed with a returned perimeter Types 1,3,4X 0,FM and VS distributions anodized finish applied after fabrication. (see pattern illustrations).The mogul flange which are internally welded with the Special polyester finishes are available. housing sides.Tops for 19'fabricated units lampholder is glazed porcelain with a nickel I are die cast aluminum and mechanically plated screw shell with lamp grip—all - Formed housings(H style)are standard with fastened to the housing sides.Pressure securely attached to the reflector assembly. a chromatic acid pretreatment and an epoxy injected silicone provides a continuous 10OMH units have medium base undercoat.The finish coat is a thermosetting weathertight seal at all miters and points of lampholder.All Metal Halide units in the 19' polyester baked at 450°F to achieve an material transition. and 26"housings have lamp stabilizers H-2H hardness measure.26'H style units ensuring precise arc tube positioning. are also offered with optional Architectural Class I anodized finish. D I M E N S I O N S LABELS: All fixtures are UL listed suitable EPA's Approx. for wet locations,CSA certified and bear Single Twin Weight I.B.E.W.labels. SIZE A B' C D Arm 1800 Quad Sin le Unit Gardco reserves the right to change EH STYLE 14" 14' 7' 6' 5' 1.1 2.3 2.9 30 Ibs materials or modify the design of its product 19" 19' 10' 9' 5' 2.1 4.0 5.5 55 Ibs without notification as part of the company's continuing product improvement program. H STYLE 14" 14' T 2'2 5' 1.1 2.3 2.9 30 Ibs Gardco's segmented reflector optical system 19" 19' 10' 2'2 5' 2.1 4.0 5.5 55 Ibs has been awarded U.S.Patent#3746854. T19" 19' 12' 2'2 5' 2.2 4.3 6.4 65 Ibs Form 10X(4X)optical system is U.S.Patent 26" 26' 12' 12' 8' 3.5 7.0 8.9 95lbs Pending. 1. VS and 4x un is with sag lens have overall heights of 9 3!4'(EHM-14).13 318'(EHM•19).16'(HT19)and 21'(H-26). 2. 4-way unds have arts lenghts of 6(H-14)and 9'(H-19/r19). Phase fair to pole data sheet for spearrauons am omensiorul informawn.Do not pour arKhor bolts wmw ret"to arlohor boll template. A 1 I I j 2661 Alvarado Street c s San Leandro,CA 94577 U.S.800/227.0758 4- �• CA 5101357.6900 FAX 510/357.3088 — THOMAS' GAKDCO. f 1 79115-431895 U B _ OPTIONAL FEATURE unitized baltasttr8ty Lumi naire Housing Body Chassis Receptacle • TOOT-less Access • Electrical Safety • U.L. Listed • Quick Disconnects • Ease of Installation / Quick Disconnect ~Unitized ballast tray o MH., HPS., MV., Available Quarter-turn fasteners • For 14", 19" or 26" Housings t Unitized ballast trays are a main- tenance convenience.Trays can be disconnected easily and removed Reflector Assembly for servicing. Replacement trays with lamp can be installed immediately mini- disconnect mizing service interruption. swings down for T+ accessto ` Ballast trays provide flexibility for ballast tray. future upgrading of various lamp types and sizes that are electrically compatible. Unitized ballast trays are an innovative addition to the tool-less access capability of Gardco lum- inaires. No disassembly is required other than installing lamps. Trays hook on to a railing that is provided on the housing chassis for that purpose and are secured with vibration proof quarter turn fasteners. Capacitors are separated and insulated from ballast heat to assure long life. Gardco Lighting �a nformatJon . t - Available for Form Ten'A, H or EH,:Form Twelve ED, Form Sixteen H•or•'- CL, Form Seventeen•JH or JD a_ nd Wall Bracket Series fn all - - configurations. 14" Housings 19" Housings- . 26" Housings ' 70W thru 150 W HP Sodium 250 W thru 400 W HP Sodium 1000 W Metal Halide; 175 W Metal Halide 250 W thrd 400 W Metal Halide 1000 W Mercury 100 W&175 W Mercury 250 W thru 4000 Mercury 1 00 1ry H.P.Sodium' 'Consult Factory. To order, please insert abbreviation US following the Prefix to Catalog Number, Reflector Distr. Primary ballast voltage(120, 208,240,277 or 4807. Configuration Lamp Abbreviation Size Unitized Ballast Option = , Finish . Prefix HUB 19 1 3 120 400 MH BRA Specifications' Ballast Tray Assembly: Ballast and associated components shall be mounted to a unitized tray that shall hook onto the housing chassis and shall be secured with captive quarter-;urn fasteners. Electrical input and output shall be accomplished by means of polarized quick, disconnect plugs and receptacles. Electrical Characteristics: Ballast type land wattage and rated input voltage shall be as indicated on the plans. Each ballast shall be of ;he separate component ripe capable of providing reliable lamp starting down to —20F;shall have power (actor better than 0.90 and shat) be one of the following: ' Mercury and Metal Halide Lamp Ballast: Regulating,Type—medium regulation auto transformer units shall provide --5% lanp power regu- lation with a =10 116 variation from rated input voltage. High Pressure Sodium Lamp Ballasts: Regulating Type—medium regulation auto transformer units shall provide t10% lamp power regula- tion with a =10 01, variation from rated input voltage. Component to component wiring within the luminaire shall carry no more than 80%.of rated current and shall be listed by UL for use at 600 VAC at 150 C or higher. Plug disconnects shall be listed.by UL for use at 600 VAC, 15 A or higher. =Copyright 1977,Gardco Manufacturing Inc. Gardco Lighting Gardco Manufacturing Inc. 2661 Alvarado St., San Leandro, Calif. 9457' Phone 415-357-6900 S•U°-01-107 POLES - 4" CRUCIFORM ALUMINUM GENERAL DESCRIPTION: The Thomas Lighting CA4 straight aluminum pole consists of a one piece 4" cruciform extruded aluminum lighting standard mounted to a structural quality carbon steel base tenon. This construction offers the corrosion resistance and flexibility of aluminum with the strength and integrity of steel. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powder coat. All poles include anchor bolts,full base cover, hand hole,ground lug and top cap. O R D E R I N G POLE HEIGHT DRILLING FINISH OPTIONS CA4 8 D1 BRA PC CA4 8' D1: 1 way BRA: Bronze Anodized PC: Photocontrol 10' D2: 2 way BLA: Black Anodized and 12' D3: 3 way NA: Natural Anodized Receptacle 15' D4: 4 way BRP: Bronze Paint (in top cap) 18'L,M,H- T2: 2 3/8'OD Tenon NP: Natural Aluminum PCR: Receptacle 20'L,M,H' T4: 4'OD Tenon Paint only BLP: Black Paint SR: Single •Ref«s to staf base tenon size(length and thickness)based on wind load factors- WP: White Paint Receptacle L.Iigflt.M.medium,H.heavy SC: Special Color Paint Ir TYPE POLE HEIGHT DRILLING FINISH OPTIONS CATALOG MAXIMUM' NUMBER POLE SIZE LUMINAIRE LOADING ANCHOR BOLT DATA" BASE WALL BOLT PREFIX-HEIGHT ACTUAL TENON THICKNESS 100 MPH 90 MPH 80 MPH CIRCLE BOLT SIZE MAX PROJ. HEIGHT HEIGHT(tt.) (inches) EPA-FT2 EPA-FT2 EPA-FT2 (inches) (Inches) (inches) CA4-8 7' 8" 1.25 .100 11.5 14.5 18.8 7.0 1/2 x 18 x 4 3.0 CA4-10 9' 8" 1.25 .100 7.8 9.8 13.1 7.0 1/2 x 18 x 4 3.0 CA4-12 11' 8" 1.25 .100 5.3 6.8 9.3 7.0 1/2 x 18 x 4 3.0 CA4-15 14' 9" 2 .100 2.6 3.9 6.0 7.0 1/2 x 18 x 4 3.0 CA448L 17' 9" 2 .100 - 1.8 3.0 7.0 1/2 x 18 x 4 3.0 CA4-18M WIT 4 .100 1.8 3.0 4.4 7.0 5/8 x 18 x 3 3.0 CA4-18H 17' 9" 6 .100 3.0 4.4 6.2 7.0 5/8 x 18 x 3 3.0 CA4-20L 19' 9" 2 .100 - - 1.8 7.0 112 x 18 x 4 3.0 CA4-20M 19' 9" 4 .100 - 1.3 2.6 7.0 5/8 x 18 x 3 3.0 CA4-20H 19' 9" 6 .100 1.6 2.2 4.0 7.0 5/8 x 18 x 3 3.0 Warning:Additional wind loading,in terms of EPA,from banners.cameras,floodlights and other accessories attached to the pole,must be added to the luminaires) EPA before selecting the pole with the approporiate wind bad capability. EPA ratings calculated using AASHTO Standards. -Factory supplied template must be used when setting anchor Dohs. Thomas Lighting win not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates. THOMAS' 2661 Alvarado Street San Leandro,CA 94577 ph:800/227-078 CA 510/357-6900 _ LIGHTING FAX 5101357-3088 httpJ/www.thomaslighting.conVoutdoor/ POLES 4" CRUCIFORM ALUMINUM S P E C I F I C A T 1 0 N S POLE SHAFT: The pole shaft is a one BASE COVER: A two piece,fabricated The charted weights include piece, 4" cruciform, seamless 6000 aluminum cover completely conceals luminaire(s)and/or mounting bracket(s). series extruded aluminum tubing and is the entire base plate and anchorage. heat treated to achieve a T6 temper The base cover is secured to the base The wind velocities are based on 10 with a guaranteed minimum yield assembly with four (4) stainless steel mph increments from 80 mph through strength of 31 KSI. Pole wall thickness fasteners. 100 mph. Standards to be located in is.100". areas of known abnormal conditions HANDHOLE: The handhole has a may require special consideration. For BABE TENON ASSEMBLY: The nominal rectangular 2" X 4" inside example: coastal areas, airports and tenon anchor base assembly consists opening in the pole shaft and tenon areas of special winds. of structural quality A53 carbon steel assembly. Included is an aluminum tubing welded to an A36 structural steel cover plate with attachment screws. Standards are designed for ground base with a guaranteed minimum yield The handhole is located 18" above the mounted applications. Standards strength of 36 KSI. The base plate base and 1800 clockwise with respect to mounted on structures (such as telescopes the pole shaft and is the luminaire arm when viewed from the buildings and bridges) may also circumferentially welded on both top top of the pole for one arm. For two necessitate special consideration and bottom. The base is provided with arms the handhole is located directly requiring Thomas'recommendation. slotted bolt holes to accommodate a t under one arm. .5" variation in the rotational flexibility. Height correction factors and drag The entire assembly is hot dipped POLE TOP CAP: Each pole assembly coefficients are applied to the entire galvanized. Four (4) mechanically is provided with a removable cast structure. An appropriate safety factor galvanized fasteners secure the aluminum pole top cap. The pole top is maintained based on the minimum aluminum pole shaft to the base tenon cap is secured with two (2) stainless yield strength of the material assembly. steel alien head set screws. incorporated in the standard. ANCHOR BOLTS: Anchor bolts are FINISH: Poles are available with GENERAL INFORMATION: Mounting fabricated from a commercial quality hot bronze, natural or black Aluminum height is the vertical distance from the rolled carbon steel bar that meets or Association Architectural Class 1 base of the lighting standard to the exceeds a minimum guaranteed yield anodized finish. Electrostatically center of the luminaire arm at the point strength of 50,000 psi. Bolts have an applied,thermally cured TGIC polyester of luminaire attachment. "L" bend on one end and threaded on powder finish is also available. the opposite end a minimum of 4'W. Twin arms as charted are oriented at Anchor bolts are completely hot dipped DESIGN: The standards as charted are 180° with respect to each other. For galvanized. Four (4) properly sized designed to withstand dead loads and applications of two (2) arms at 90° or bolts, each furnished with two (2) predicted dynamic loads developed by other multiple arm applications, consult regular hex nuts, two (2) flat washers variable wind speeds with an additional the factory. and one (1) lock washer are provided 30% gust factor under the following per pole,unless otherwise specified. conditions: Whole in t.nvlre 1116'tape.the" 6mnt«of enelm kaU aneA. 10]1116' � Te CM 1.1. t ve• 2114•Cor4A y ^�Oo.rrq � Beee/renonAasenEt(�8----�''--�-' CAA POW Cov«Bracket Co.r«Mwrtvinq Scre..s(4) \\�k t2'or Sra' Anchor Bogs Tap We(v) Lock Westnn p) To—Pole IAp Bolts MA .. (� r Bak e.a. I I A.-kvr h.-Ntx.(e) Ftn Ww (4) TM" crau..t•wa \ \ leter Is np Pole hJ `vl.° \ �• _•,�, Concrete Wwq to soil eov co/Wia"a el 't ac sr Typical W 6'k t-p j - z Irr LW above corset*Dese a@nt NOTE kv..W deers—d W—A ole rr—r"bola Qcletes.4—Ne eyes lay sitbps. 1--011--O�THOMAS- 2661 Alvarado Street San Leandro,CA 94577 ph:800/227-0758 CA 510/357-6900 LIGHTING FAX 510/357-3088 httpJ/www.thomaslighting.coMoutdoor/ 79415-13n97 POLES 5" CRUCIFORM ALUMINUM GENERAL DESCRIPTION: The Thomas Lighting CA5 straight aluminum pole consists of a one piece 5" cruciform extruded aluminum lighting standard mounted to a structural quality carbon steel base tenon. This construction offers the corrosion resistance and flexibility of aluminum with the strength and integrity of steel. The poles are finished with either Architectural Class 1 anodizing or electrostatically applied TGIC polyester powder coat. All poles include anchor bolts,full base cover,hand hole,ground lug and top cap. O R D E R I N G POLE HEIGHT DRILLING FINISH OPTIONS CA5 12 D1 BRA PC CA5 12' D1: 1 way BRA: Bronze Anodized PC: Photocontrol 15' D2: 2 way BLA: Black Anodized and 18' D3: 3 way NA: Natural Anodized Receptacle 20' D4: 4 way BRP: Bronze Paint (in top cap) 25'L,M,H' T2: 2 318'OD Tenon NP: Natural Aluminum PCR: Receptacle 28'L,M,H- T4: 4"OD Tenon Paint only BLP: Black Paint GFCI:Ground Fault -Refers to suet base tenors size(length and atielutess)based on wine toad factors• WP: White Paint Receptacle L.69M.M.medium.H.heavy SC: Special Color Paint DR: Duplex Receptacle TYPE POLE HEIGHT DRILLING FINISH OPTIONS CATALOG MAXIMUM' NUMBER POLE SIZE LUMINAIRE LOADING ANCHOR BOLT DATA** BASE WALL BOLT PREFIX-HEIGHT ACTUAL TENON THICKNESS 100 MPH 90 MPH 80 MPH CIRCLE BOLT SIZE MAX PROJ. HEIGHT HEIGHT(ft.) Qnches) EPA-FT2 EPA-FT2 EPA-FT2 (inches) (inches) (inches) CA5-12 11' 9" 2.5 .130 13.8 18.6 24.3 9.0 5/8 x 18 x 3 3.5 CA5-15 14' 9" 2.5 .130 7.6 11.0 16.1 9.0 5/8 x 18 x 3 3.5 CA5-18 17' 9" 2.5 .130 4.8 7.6 10.6 9.0 5/8 x 18 x 3 3.5 CA5-20 19' 9" 2.5 .130 3.3 5.6 8.1 9.0 5/8 x 18 x 3 3.5 CA5-25L 24' 9" 2.5 .130 - 1.7 3.4 9.0 5/8 x 18 x 3 3.5 CA5-25M 24' 9" 4 .130 1.0 2.1 4.2 9.0 3/4 x 18 x 3 3.5 CA5-25H 24' 9" 7 .130 2.3 4.0 6.3 9.0 3/4 x 18 x 3 3.5 CA5-28L 27' 9" 2.5 .130 - - - 9.0 5/8 x 18 x 3 3.5 CA5-28M 27' 9" 4 .130 - - 2.0 9.0 3/4 x 18 x 3 3.5 CA5-28H 27' 9" 7 .130 - 2.2 - 4.1 9.0 314 x 18 x 3 3.5 Warning:Additional wind loading,in terms of EPA.from banners,cameras,floodlights and other accessories attached to the pole,must be added to the luminaire(s) EPA before selecting the pole with the appropriate wind bad capability. 'EPA ratings calculated using AASHTO Standards. "Factory supplied template must be used when setting anchor botts. Thomas Lighting wit not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates. i /-THOMAS- 2661 Alvarado Street San Leandro,CA 94577 ph:800/227-0758 CA 510/357-6900 - LICHTtNO FAX 510/357-3088 httpJ/www.thomaslighting.corNoutdoor/ POLES 5" CRUCIFORM ALUMINUM S P E C I F I C A T 1 0 N S POLE SHAFT: The pole shaft is a one BASE COVER: A two piece,fabricated 30% gust factor under the following piece, 5" cruciform, seamless 6000 aluminum cover completely conceals conditions: series extruded aluminum tubing and is the entire base plate and anchorage. heat treated to achieve a T6 temper The base cover is secured to the base The charted weights include with a guaranteed minimum yield assembly with tour (4) stainless steel luminaire(s)and/or mounting bracket(s). strength of 31 KSL Pole wall thickness fasteners. is.130". The wind velocities are based on 10 HANDHOLE: The handhole has a mph increments from 80 mph through BASE TENON ASSEMBLY: The nominal rectangular 2 5/8" X 5" inside 100 mph. Standards to be located in tenon anchor base assembly consists opening in the pole shaft and tenon areas of known abnormal conditions of structural quality A53 carbon steel assembly. Included is an aluminum may require special consideration. tubing welded to an A36 structural steel cover plate with attachment screws. Standards are designed for ground base with a guaranteed minimum yield The handhole is located 20" above the mounted applications. Standards strength of 36 KSI. The base plate base and 1800 clockwise with respect to mounted on structures (such as telescopes the pole shaft and is the luminaire arm when viewed from the buildings and bridges) may also circumferentially welded on both top top of the pole for one arm. For two necessitate special consideration and bottom. The entire assembly is hot arms the handhole is located directly requiring Thomas'recommendation. dipped galvanized. Four (4) under one arm. mechanically galvanized fasteners - Height correction factors and drag secure the aluminum pole shaft to the POLE TOP CAP: Each pole assembly coefficients are applied to the entire base tenon assembly. is provided with a removable cast structure. An appropriate safety factor aluminum pole top cap. The pole top is maintained based on the minimum ANCHOR BOLTS: Anchor bolts are cap is secured with two (2) stainless yield strength of the material fabricated from a commercial quality hot steel alien head set screws. incorporated in the standard. rolled carbon steel bar that meets or exceeds a minimum guaranteed yield FINISH: Poles are available with GENERAL INFORMATION: Mounting strength of 50,000 psi. Bolts have an bronze, natural or black Aluminum height is the vertical distance from the ) "L" bend on one end and threaded on Association Architectural Class 1 base of the lighting standard to the the opposite end a minimum of 41h". anodized finish. Electrostatically center of the luminaire arm at the point Anchor bolts are completely hot dipped applied, thermally cured TGIC polyester of luminaire attachment. galvanized. Four (4) properly sized powder finish is also available. bolts, each furnished with two (2) Twin arms as charted are oriented at regular hex nuts, two (2) flat washers DESIGN: The standards as charted are 180° with respect to each other. For and one (1) lock washer are provided designed to withstand dead loads and applications of two (2) arms at 900 or per pole,unless otherwise specified. predicted dynamic loads developed by other multiple arm applications, consult variable wind speeds with an additional the factory. pr- � a yr cendut CAS Pot. 311 � Lac CwM BnakM j+I Mow"SawM(4)CAS P.I.Pay i i ,rrpwr Arcfw Boo Tap WAS(4) G"NV T. Mrp Bolts O lock W.n.r.(4) lok—Ow.aNw (q F4.1 w.N.n(4) I 31 M.. GioN.a r•aa..d.kw 6-"N poy >r Bok C.W ' �:.1• �� 1_ / �f L...yq Nu.(4) Conirme looting to � w„.a+oor,d4ian. i w not.in l.rtpl.r.1116 1.ry..th- O.m.l.r d.-I—Dole.--d. NOTE:Int—I d—of lw—Vpol.—fling Dda d .1o...01..r..for skk q.. 2661 Alvarado Street San Leandro,CA 94577 ph:800/227-0758 CA 5101357-6900 LIGHTING FAX 510/357-3088 httpJ/www.thomaslighting.conVoutdoor/ 794�5-�SI797 PHOTOELECTRIC 2000 SERIES FOR TURN-LOCK STREET LIGHTING .with Surge Arrestor APPLICATIONS t`- -� For street and highway lighting luminaires equipped with ' locking type receptacle. Lighting is automatically turned ON at dusk and OFF at dawn. Designed expressly to a respond to natural daylight. ` r .< SPECIFICATIONS Operational Level: Turn-ON is 1 to.3 f/c. Turn-OFF is approximately five times turn-ON. ^` Temperature Range: -400 to +140OF(-400 to + 600C.) ' Surge Protection:A surge protector is included as a safe- guard against induced high voltage and follow through current. Margin of protection, 60C sparkover — 1500V ORDERING INFORMATION rms. Critical impulse sparkover is 10,000 amps, 1-1/2 x 40 ms wave, 2000 Volts. Voltage Rating Delay/instant Cadmium Sulphide Cell: Epoxy coated for maximum Model N Sabo Hz Tungsten Response — 2003 120 1800 VA Delay stability. 2004 208-277 Directional Orientation: Omni-directional. d 1800 VA Delay 20070 105.2277 fi(dual) 1800 VA belay Contacts: Normally closed. (Fail in ON position) •2003S 120 1800 VA Delay '2004S 208.277 1800 VA Delay CSA Models: 2003, 2004, 2007D, 2003S, 2004S 2008D 480 1800 VA Delay 2005 105-130 1800 VA Instant 2007 105-277(dual) 1800 VA Instant 2008 480 1800 VA Instant *contains cost effective 1/2 inch cells All models contain the following: 1. Mercury Vapor/HID rating of 1800 volt-amperes 2.Surge protection 3.One inch diameter cells(except where noted) 4. SPST switching-normally closed DIMENSIONS DIMENSIONS TURN-LOCK PHOTOELECTRIC CONTROL ACCESSORIES T T 1.718" 1.3/4.. 2420 Series: 48.3 mm 44.5 mm Consists of Receptacle with _Receptacle Surface– _Receptacle Surface– Mounting Bracket. Model �-_ 2421 with 12" AWG .412 leads, 120v color coded 2422 with 20" AWG N14 leads, 240v color coded 3-318" 3.118" 85.7 mm 79.4 mm Shorting Cap: Model 2500 Jim200312004/2007D 2005/2007/2008 Section 2-2 Fuseblocks And Fuseholders Tron. In-Line Fuseholders I e Pole Type Fuses mn • i HEG- H- HEC- HEJ- For SC fuses 0 to 15A,30 For Type SC-20 Fuses:20A, For SC-25&SC-30 Fuses: C Fuses.35A to 60A (or less).Fuse size' x 300V(or less).Also fuse 30A.300V(or less).Also and hi voltage fuses Type 1V,a'.Holder r 15A, types BBS&KTO(nominal fuse type AGU.Fuse size HVW, 1/21 a. 1200V(or 300V. size'-/3z' x 13'a").Holder '3/32'x 15/e'.Holder rated less).Fuse size 2' x 21/.'. rated 20A,600V. 30A,600V. Holder rated 60A.3 Single Pole Double Pole '3/32" x 1 '/2" Fuses KTK-R Fuses 13/32" x 11/2" F es n ■ r t HEB- HET- EY- HEX- For any W32 x 1'/2-fuse. A HEB-fuseholder with a A Buss exclusive—optional For any x 1'/:"fuse. Fuseholder rated 30A,600V permanently installed id Break-A-Way receptacle, seholder rated 30A,600V (CSA Listed 15A max.). neutral.Easily iden' ed by water-resistant,polarized, (C Listed 15A max.). Typical fuse types:BAF, white plastic co ing nut. and accepting Class CC Typica se types:BAF. FNM,FNO,and KTK branch circuit fuses(Buss FNM.FN nd KTK ('/w-30A). Type KTK-R&FNO-R,600V (Vio-304 or less.200.000A interrupting rating.) Particularly applicable in street lighting circuits. TROY WATERPROOF In-the-Line FUSEHIOLDER. SLEEVE ON FUSE ALWArs RETAINED SLEEVE ON A b a TERMINALS IN LOAD SIDE SECTION A 6 ! TERMINALS TRON Waterproof 1-n-the-Line Fuseholders take wide range of copper and aluminum wire and cable sizes In Ordering for Copper Wire For Example: When a fu3eholder is needed to take a Use Table I for the following procedure: 13152 x I!,2 inch fuse with a 110 copper wire on Select a TRON waterproof fuseholder making sure: — LOAD side and two J6 copper wires on LIME let the fuseholder will accept the physical size fuse side. .. that will be lased. 1st To order a fuseholder for s KTK fuse(or any 13152 x 1M inch fuse)—Specify HEB. 2nd the LOAD terminal is sized for LOAD side wire. 2nd For LOAD side terminal to take one B10 copper wire —Specify terminal symbol A. 3rd the LINE terminal is sized for LINE side wire. 3rd For LINE side terminal to take two i6 copper REMEMBER; Always give the Symbol for LOAD side wires —Specify terminal symbol D. Terminal FIRST. Thus, to order use catalog symbol: HEB-AD. TRON Waterproof In-the-tine Fuseholders for Solid or Stranded ALUMINUM wire or cable (Illustration shows holder with connectors to take one aluminum conductor on both load and line side] The holes in crimp type terminals contain oxide inhibiting paste.This prevents moisture from entering terminals thus preventing corrosion. In ordering for ALUMINUM wire — or for Combination ALUMINUM wire or COPPER wire follow examples shown below Use Table I for the following procedure: For example: To order Combination ALUMINUM wire Select a TRON waterproof fuseholder making sure: — and COPPER wire. let the fuseholder will accept the physical size fuse that will be used. When a fuseholder is needed to take a 1352 x 1'4. inch 2nd the LOAD terminal is sized for LOAD side wire. fuse with a 412 copper wire on LOAD side and two 6 3rd the LINE terminal is sized for LINE side wire. aluminum wires on LINE side. .. For Example: To order ALUMINUM wire for both LINE 1st To order a fuseholder for a KTIi fuse (or any and LOAD terminals. 1l12 x 1�j inch fuse) — Specify HEB. When a fuseholder is needed to take a 1i152 x 114 inch 2nd For LOAD suds terminal to take.one?12 copper fuse with a*10 str. aluminum wire on LOAD and one=6 wire o Specify terminal symbol A. sol.aluminum wise on LINE side . . . y 1st To order a fuseholder for a KTK fuse (or any 3rd For LINE side terminal to take two 46 slu- 13153 x JH inch fuse) — Specify HEB. minum wires —Specify terminal symbol Y. 2nd For LOAD side terminal to take one =''10 str. aluminum wire — Specify terminal symbol M. Thus, to order us! catalog symbol: HEB-AY. Std For LINE side terminal to take one #6 sol. alu- Any combination of available terminals can be had minum wire — Specify terminal symbol N. with either crimp type or screw type terminals. Be sure to Titus, to order use catalog symbol: HEB-MN. GIVE LOAD SIDE TER.%HNAL FIRST. TRON Two Pole Waterproof FUSEHOLDER—Symbol HEX The TRON HEX Waterproof Fuseholder is designed to accommodate fuseing of two conductors. It is used to con- veniently disconnect both load side sections simultaneously from the line side. t It consists of a two pole line side half and a two pole load side half. each molded as an integral unit. Thus both sides will "make" or "break" contact simultaneously. Both halves are molded Crom a high dielectric value insulating materiaL A non-metallic locking screw of insulating material holds the i - two halves securely together. Only the terminals are made of metal,insuring safety when handling the fuseholder. I= The IRON HEX fuseholder is rated at 30 amperes, 600 volts. It takes a z EB inch fuse.The same terminals TRON supplied for the IRON HEB Cuseholdcr are available for the TRON HEX fuscholder.See Table 1. In ordering, specify one symbol for each side—both load side terminals are identical and both line side terminals tae ak#dratiw,bws holder to take 9"toed-tide wie oack and connock ra identical. Always give load side terminals FIRST. oo Qoe-.:de to ak. two -irer .«!c Example: Wustration shown, HEX-AA Breakaway Receptacle for TRON HEY fuseholder is avail- able. Fuseblocks And Fusehol-' -s Tron. In-Line Fuseholders Watertight Fuse Serve As A Break-A-Way C Imp And Protection f,)onload-Break Receptacles For S&t-Screw HEB in-line fuseholders... Disconnect Impact Disconnect Terminals they're watertight.Easy to Are available as an option install.Protect fuses in with Fuseholders.Ideally – locations exposed to water, suited for break-a-way weather,corrosive fumes, lighting standards(as salt-spray,etc.Holders are required by State anf two-sectioned,molded Federal Highway plastic.The captive nut Commissions). Crimp and set-screw type couples the load-side Receptacle terminals are available for section to the line-side consists of a female both copper and aluminum section;compression of the terminal jacketed in conductors.Line-side o-ring when the nut is an integral rubber terminal can be specified for tightened forms a vapor and insulating sleeve, aluminum conductors and waterproof unit. and an external load-side for copper(or vice *low The body of the fuse wire/cable terminal versa). recesses within the The female terminal load-side section so that it tightly mates with a does not make electrical line-side,solid.copper rod Itlsulating BOOTS contact with the line-side terminal(symbol"W")of the Save Installation Double Pole section until the coupling fuseholder.The insulating Time Fuseholders For nut engages the threads on sleeve also insulates the Simultaneous the line-side section.The body of the line-side section Disconnect Of TWO holder section thus provides of the fuseholder.Should a positive means of breaking the holder be subjected to NIMP. Conductors or opening the electrical an undue pull,it will circuit for maintenance and separate from the line•side. repair. break-a-way receptacle and become electrically dead. Boots come in two W� Z.- Separating the holder and conf,guraticns—for single receptacle facilitates conductor and the"Y"type repair/maintenance. for two conductors.Fit all HEX 8 HEY units permit the Terminal; For (Terminals available with the fusing of two conductors. Tron fuseholders.Designed Load-side conductors can Copper And receptacles are essentially to snugly fit over conductor Aluminum a duplication of those be disconnected from the insulation.Fits to wire by line-side conductors by available with the cutting off tapered tip. disengaging a captive fuseholders proper). Diameter of conductor stainless steel screw.Circuit insulation cannot exceed "make"or"break"is Solid "W" Terminals 0.450.'Insice of boots are simultaneous for both Male With treated with silicone to conductors.Positive facilitate drawing of wire. disconnect provides Break-A-Way Boots come as a maintenance safety.Helps Receptacles standard item with prevent shock.Makes loads break-a-way receptacles. electrically dead. hey-are optional and must-0 —Fuseholders are "" be ordered separately for polarized.They can be used Crimp and set-screw type fuseholders without for line-to-line or terminals are available for break-a-way receptacles. line-to-neutral loads.A Buss both copper and aluminum A solid copper"rod" When boots are utilized. copper"dummy"fuse. conductors.Line-side terminal must be used on extra heat retention requires NNB-R,can be installed in terminal can be specified for the line-side of a fuseholder that fuses are sized at a the pole serving a neutral aluminum conductors and when holder is equipped minimum of 200%of the conductor.Polarization load-side for copper(or vice with a break-a-way RMS load current. prevents inadvertent versa). receptacle.This solid rod reversal of load-side terminal mates with the l;C�iInZCIiUnS conductors(provides internal female terminal(s)of compliance with NEC the break-a-way receptacle. Fuseholders with terminals Section 240-22). The letter"W"in the catalog accepting two conductors number of the fuseholder can be used as a tap-off terminals are always designates this type ( connector.Saves cost and identical;both line-side terminal terminals are always I manhours. identical. Building Wire Cross Link USE or RHW USE Type NM-Non-Metallic or RHH Building Wire Building Wire Sheathed Cable Copper and Aluminum Conductor-600 Volts Coppers Conductor-600 Volts Copper Conductor-600 Volts Single conductor crosslinked Polyethylene in- Single conductor EPR insulated. Hypalon Two and three conductor Polyvinyl Chloride in- sulated wire suitable for operation at 90°C in jacketed cables for use in circuits not exceed- sulated wire with Polyvinyl Chloride jacket suit• dry locations(RHH)and 750C in wet locations ing 600 volts.Listed by UL as Type USE for able for both exposed and concealed work in (RHW).Also suitable for direct burial as Type underground use in wet locations at 75°C. dry locations at 60°C. Ground wire, when USE at 75°C in sizes 12 AWG and larger. Also listed by UL as Type RHH or RHW for present,is bare copper. Size general purpose wiring applications at 90°C Insul. Net Wt., AWG Insul. Net Wt.lbs. in dry locations and 75°C in wet locations in- Size' No. Thick. O.D. Lbs. or No. Thick. O.D. M Ft. stalled in air, conduit or other recognized AWG Strands In. In. M Ft. MCM Strands In. In. Copper Aluminum raceways. Two Conductor-Without Ground Wire 14' 1 .045 .16 21 Size 14 1 .030 .20x.45 63 AWG Insul. Jacket Net WL lbs. 12 1 .030 ,22x.50 78 12 1 .045 .18 30 113 or No. Thick. Thick. 0.0. M Ft. 10 1 .045 .20 43 23 MCM Strands In. In. In. Co er 10 1 .030 .24x.52 109 14' 7 .045 .17 22 8 7. . .045 .39x.69 185 12 7 .045 .19 31 20 12 1 .030 .015 .18 35 6 7- .060 .46x.88 286 10 7 .045 .21 45 26 10 1 .030 .015 .22 SO Two Conductor-With Ground Wire 8 7 .060 .27 72 42 12 7 .030 .015 .19 35 14 1 .030 .20x.46 73 6 7 .060 .31 107 52 10 7 .030 .015 .22 50 12 1 ,030 .23x.50 88 4 7 .060 .36 160 71 *1* 8 7 .045 .015 .28 80 10 1 .030 .25x.54 122 2 7 .060 .42 243 105 -�.•6 - 7-.045-.030 -.35 -125 7 8 7 .045 .39x.71 205 1 19 .080 .49 312 135 4 7 .045 .030 .39 180 6 7 .060 .45x.87 353 110 19 .080 .53 384 160 2 7 .045 .030 .46 270 1 210 19 .080 .58 476 195 1 19 .055 .045 .55 360 1 0 Three Conductor-Without Ground Wire 310 19: .080 .63 591 240 110 19 .055 .045 .59 435 0 14 1 .030 .45 99 410 19 .080 .69 733 290 210 19 .055 .045 .64 530 12 1 .030 .48 133 250 37 .095 .77 873 350 310 19 .055 .045 .69 650 _ 10 1 .030 .52 178 300 37 .095 .82 10x0 405 4/0 19 .055 .045 .75 . 805 5 8 7 .045 .72 291 350 37 .095 .87 1190 460 250 37 .065 .065 .85 980 4 6 7 C60 .85 447 400 37 .095 .92 1360 520 350 37 C65 :C65 .95 1325 7 4 7 .060 .94 650 500 37 .095 1.01 1681 625 500 37 .065 .C65 1.08 1825 6 Three Conductor-With Ground Wire 6CO 61 .110 1.12 2027 755 750 61 .080 .065 1.30 2680 080 14 1 .030 AA 96 750 61 .110 1.23 2511 920 1000 61 .080 .065 1.46 3520 12 1 .030 .47 130 1000 61 .110 1.38 3316 1190 Packaging: Sizes 14 through 10 AWG. 500' 10 1 .030 .53 177 'Not approved for direr;burial. carton and 2500' spool: 8 AWG and larger, 8 7 •045 .71 290 Packaging:Sizes 14 through 8 AWG.500'car- 500-1000'Reels. 6 7 .060 .85 443 g g g 4 7 .060 .96 646 ton. 1000 N.R.Reel;6 thrcugh 2 AWG.500' coil. 1000 N.R.Reel: 1 AWG and larger 500 . Packaging: Sizes 14 through 10 AWG. 250' and 1000'reels. carton:1000 spool:8 through 6 AWG.125'coil. 1000'reel. Type USE Underground Service Cable SER Service Conductors Copper and Aluminum Conductor-600 Volts Entrance Cable Bare Net Insul. Ground Insul.Jacket Wt. o�. Aluminum Conductor-600 Volts Size No. Size, Thick.Thick. O.D. lbs. AWG Strands AWG In. In. In. M Ft. 6 7 6-7 .045 .030 .75 163 t; 4 7 6-7 .045 .030 .86 225 Two and three conductor Type RHW insulated 3 7 5.7 .045 .030 .93 266 015 .030 1.00 318 with Neoprene jacket suitable for operation in 2 7 4-7 . wet or d locations at a maximum temperature 1 19 3-7 .060 .030 1.15 395 dry p Three conductors insulated with Type XHHW 110 19 2.7 .060 .045 1.25 473 of 75°C.Underground service entrance cable crosslinked Polyethylene are cabled together 210 19 1.19 .060 .045 1.40 570 for direct earth burial,conduit,duct or aerial with fillers and one bare ground conductor with 3/0 19 110-19 .060 .045 1.45 690 applications. a tape over them and gray PVC overall jacket. 410 19 2/0-19 .060 .045 1.63 840 Contact Graybar for complete specifications Suitable for operation at 90°C.in dry locations and packaging. or 75°C in wet locations. Packaging:500=1000'Reel. Copyright Z 1990 by GPrices on Request-Please Contact Your Nearest Grayber Office 1-2 Bare Wire, Secondary & Primary Cable Bare Copper Wire WT SvVice Drop Concentric Wire an Secondary Cable Primary UD Cable Alumin Conductor-600 Volts Aluminum Conductor-15.000 Volts 0°C 11 ; Multi-conductor c vered with await of insula- Two-conductor cable c ng of aluminum Ling crosslinked P yethylene and spiraled conductor insulated with inch crossfinked around the bare A messenger conductor. Polyethylene plus.030' ch conductive insu- Stranded Messenger serves bot as the neutral and the lation shield with bare, oatedcopper concen- Made to the specifications of the American supping member,lea ' the insulated con- tric neutral approxim ely equivalent to power S,xiety for Testing Materials which are the ductors free of tension.At available with con- conductor. recognized American standards. ventional Polyethylene ins ration. Size Solid Class 8 Stranding Insulated \Si e Triplex econdary AWG or Area Ola. WL lbs. No. OIL WL Lbs. Conductor nger Net MCM clr Mils in. M FL Strands la. M FL lasuWL UD Ca e 14 4,110 .0641 12.40 7 .073 12.7 Size No. ThicNo. Lbs. Aluminum onductors-600 Volts-90°C 12 6.530 .0808 19.80 7 .092 20.2 Code Word AWG Sir. In. Sir. M FL 10 10.380 .1019 31.43 7 .116 32.0 DUPLEX-Two Conducto i 9 13,090 .1144 39.62 7 .130 40.4 Shepherd-XLP 6 7 .031 6 6. 80 8 16.510 .1285 50.0 7 .146 51 Teener-XLP 4 7 .031 4 61 121 I 6 26.240 .1620 79.4 7 .184 81 a 41,740 .2043 126.3 7 .232 129 TRIPLEX-Three Conductors . T ee conductors.insulated• ith crosslinked 2 66.360 .2576 200.9 7 .292 205 Vciuta-XLP ' 6 7 .047 6 611 1 yethylene-black on two chase conductors, 1 - - - 19 .332 258 Perwmrkie-XLP 4 7 .047 4 617 19 iel!ow on neutral-cabled Mthcut covering. 110 - - - 19 .373 326 Ccrcr:•XLP 2 7 .047 2 611 278 For direr:burial or.rs:alla cn in ducts. Also 210 - - - 19 .419 411 Ccckle XL? 2 7 .C47 4 6/7 244 available m Type USA. 110 - - 19 .470 518 Ner,tina•XL? LO 7 .C63 t,0 611 446 410 19 .528 653 Janthira-XLP 7iC 7 .C63 2 611 392 Phase 250 - - - 37 .575 772 Rurcina-XLP 2.-0 7 .C63 2/0 6i1 53 Conductors Neutral Insulation 3CO - - - 37 .630 926 Razcr•XL? 4.0 7 .C63 4l0 611 Size Thickness Nom.WL 350 - - 37 .68' 1081 c'uZ3ra•XL? 1.0 :9 .C63 410 611 27 A G or No. Size No. Inches Lbs. 4Co - - 37 .728 1235 QUADRAPLEX-Four Conducto M Strands AWG Strands Phase 4eut M FL 5Co - - - 37 .813 1544 W_ ,r X_? 4 7 047 4 _ 238 7 4 7 .062.045 260 6CO - - - 61 .893 1853 ec.c ev ' Patcmirc•X�P 2 % .C47 2 � 359 1;0 t 9 2 7 .078.045 410 750 - - 61 .999 2316 2:0 19 1 19 .073.055 490 Star.Carcbred- loco - - - 61 1.152 3088 XLP 110 7 .C63 1: 617 570 310 110 19 .078.055 604 Ccs:era•XL? 7.0 :9 .C63 0 6i 1 5613 J:0 1 2/0 19 .078.055 710 Stallion•XLP 4i0 7 .063 410 6111075 250 31 310 19 .094.055 900 Apcalccsa•XLP 4;0 :9 .C6 410 611 1070 350 37 410 19 .094.055 1195 Packaging:As reguwrec. Packaging: 1C reels. Aluminum PE UDf URD Cable Construction: Sin Carduc:or class"l3" s:rsnd aluminum, a uded thermosetting conductor shield, natu I XLPE insulation, Need tools? ex ruded semiconductin sulaaon shield,lull neutral or third neutral or centric wire See Section 8. -' conductors. Insulation Ins.Shield ADpmx- Conductor Diameter Diameter Neutral Overall Approx. Size Diameter Inch Inch Copper Diameter Net Wt Standard SU Inch +.030" +.050" M1SIze Inch lb Mft ut U 15kV URD-175 mil Wal Solid 0.254 670 .750 t0 14 0.880 345 25 FL 2 0.283 .695 .775 10 t 4 0.905 360 2500 L 1/0 Solid 0.325 .735 .815 t0 12 0.975 480 2500 1/0 0.362 .770 .850 10 t 2 1:010 SCO 2500 Ft. Copyright 1990 by Grgy� Prices on Request-Please Contact Your Nearest Grayber Office 1-4 Buildin g Wire Wire Section of Catalog Type THW Building Wire Type THHN or THWN This section is designed primarily to show stan- Copper and Aluminum Conductor-600 Volts Thermoplastic (PVC) dard wires and cables in everyday use.If you Nylon Armored cannot find a particular type of wire listed. please call your Graybar Distributor Center. Machine Tool, Building FOR A QUOTATION TO SOLVE A SPECI- or Appliance Wire FIC PROBLEM,please furnish the follow- ing Information for each Item: Copper and Aluminum Conductor-600 Volts 1.Total length Single conductor Polyvinyl Chloride insulated 2. Number of Insulated conductors wire suitable for operations at 75°C in wet loca- 3.Size of conductors-solid or tions and 90°C in dry locations.Highly resis- stranded tant to moisture,oil and chemicals.Also listed 4.Type of conductor-copper, as 90°C wire by UL. aluminum size Small-diameter single conductor Polyvinyl S.Thickness and type of Insulation AVVO Insul. Net Wt.Lbs. Chloride insulated/Nylon jacketed wire suita- 6. Finish and/or Jacket or No. Thick D.D. M Ft• ble for use in dry locations at a conductor oper- 7. Rated voltage MCM Strands In. In. Copper Aluminum acing temperature of 90°C and in wet locations a. Grounding and shielding require- at 75°C.It is also listed by UL as Type MTW ments,if any 14 1 .045 .16 22 90"C.AWM 105°C.and VW-1,and is Gasoline 9.Cutting lengths and shipping 12 1 .045 .18 31 and Oil Resistant.Sizes 250 MCM and larger requirements 10 1 .045 .20 45 are recognized for installation in cable trays. 10.Any special specifications or appli- 14 7 .045 .17 24 ` cation requirements of wire. 12 7 .045 .19 33 Approx. 110 7 .045 .21 48 Size No.of Vinyl Nylon O.D. Shlp.Wt. Type XHHW Cross Link 6 7 .060 si 112 50 A14 Strands Instal.Jacket Inch M/FL Building Wire 12 1 ors .0004 .12 2a 4 7 .060 .36 167 70 3 7 .060 .39 205 96 10 1 .020 .004 .15 37 Copper and Aluminum Conductor-600 Volts 2 7 .060 .42 252 112 •18 16 .015 .004 .09 8 1 19 .080 .49 325 144 •16 26 .015 .004 .10 12 1/0 19 .080 .53 400 172 14 19 .015 .004 .11 16 210 19 .080 .58 495 206 12 19 .015 .004 .13 24 310 19 .080 .63 615 248 10 19 .020 .004 .17 39 4/0 19 .080 .69 760 300 8 19 .030 .005 .22 64 Single conductor crosslinked Polyethylene 250 37 .095 .77 910 369 insula:ed wire suitable for operation at 90°C in 300 37 .095 .82 1080- 429 6 19 .030 .005 .26 96 dry locations and 75°C in wet locations.May 350 37 .095 .87 1245 488 4 19 040 .006 .33 154 . be installed in conduit. duct or other recog- 400 37 .095 .92 1520 546 3 19 .040 .006 .36 191 2 19 •040 .006 .39 236 nized raceway. 500 37 .095 1.01 1740 660 1 19 .050 .007 .45 302 AWG or No.. lnsul. O.D. Lbs. 600 61 .110 1.12 2310 798 1/0 19 .050 .007 .49 375 MCM Strands Thick. In. M Ft. 750 61 .110 1.23 2590 967 210 19 .050 .007 .54 465 14 1 .030 .13 16 1000 61 .110 1.37 3410 1244 3/0 19 .050 .007 .59 578 14 7 .030 .14 18 Standard colors available: 14, 12 AWG - 4/0 19 .050 .007 .65 719 12 1 .030 .15 25 black,white,red,blue,green,orange,brown, 250 MCM 37 .060 .008 .72 858 12 7 .030 .16 26 yellow,purple; 1Q 8 AWG-black white,red, 300 MCM 37 .060 .008 .77 1021 10 1 .030 .17 37 blue;6 through 2 AWG-black,white,red; 350 MCM 37 ,060 .008 .83 1182 10 7 .030 .18 40 1 AWG and larger-black. 400 MCM 37 .060 .008 .87 1350 8 7 .045 .24 65 Packaging: Sizes 14 through 10 AWG, 500' 500 MCM 37 .060 .008 .96 1662 6 7 .045 .28 98 carton and 2500'N.R.Reel;8 through 2 AWG, 600 MCM 61 .070 .009 1.06 2019 a 7 .045 .33 150 500'coil 1000 N.R.Reel; 1 AWG and larger, 750 MCM 61 .070 .009 1.17 2502 2 7 .045 .39 231 1000 N.R.Reel. 'Listed as TFoFN 90°C Appliance Wiring 1 19 .055 .45 294 Material (800C Exposed to Oil) and 90 C MTW. 1/0 19 .055 .49 366 14, 12 AWG Stranded; Gray, pink, purple, 2/0 19 .055 .54 453 black,white,brown,red,green,blue,yellow, 3/0 19 .055 .59 568 orange. 410 19 .055 .65 707 14, 12 AWG Solid:Gray,black,white,brown, 250 37 .065 .71 839 Let us help you red,green,blue,yellow,orange. 300 37 .065 .77 982 10 AWG Stranded:Black,white,brown,red, 350 37 .065 .82 1159 take the guesswork green,blue,yellow,orange 500 37 .065 .95 1635 out of building Wire. 10 AWG Solid:Black,white,red,blue. 750 61. .080 1.18 2448 8,6 AWG Stranded:Black,white,red,blue. 1000 61 .080 1.33 3244 4 AWG Stranded:Black,white,red. 14.12.10 - Black, white, red, blue, green, Packaging:Sizes 14 through 2 AWG.500'coil; brown,yellow,orange.8 Larger Block. 1 AWG and larger 1000'N.A.Reel. 14-12-10 Packaging:Sizes 14 thru 8 AWG,500'carton; 2500'non-returnable reels available as stan. 2500'N.R.Reel:8 thru 500 1000'N.R.Reel. dard package. Copyright V 1990 by G , Prices on Request-Please Contact Your Nearest Graybar Office 1 . , 19ARNC This specification lists the design criteria for ARNCO polyethylene dud. 1.0 GENERAL 2.2 ARNCO duct products are UV stabilized for Depending upon the application, ARNCO duct is protection during shipping and outside storage for a manufactured to comply with various industry minimurn rating of one-year shelf life. Enhanced UV standards and specifications. stabilized products are available for aerial applica- tions or applications that would call for extended 1.1 Polyethylene Plastic dud shall conform to the sunlight and outdoor exposure. following industry standards: ASTM 02239 -=Polyethylene plastic duct 2.3 Starburst FR and smoothwall name retardant (SIDR-PR) sized by controlled inside diameter are also offered by ARNCO,"and are'iecognrzed by ASTM 03035 — Polyethylene plastic duct (SDR-PR) Underwriter Laboratories to meet UL Test 94 with a sized by controlled outside diameter. V-O rating. ASTM 02247 — Standard specification for polyeth- 2.4 Starguard and smoothwall armored duct Is ylene plastic duct schedules 40 and 80 and sized corrugated steel reinforced for*rodent protection and by controlled outside diameter. additional mechanical strength. ASf'Nt 01248 — Polyethylene plastics extrusions 2.5 Starguard and smoothwall prelubricated duc: is and molding materials. also manufactured by ARNCO. An even and perma- 1.2 ARNCO manufactures cable-in-duct in accord- nent proprietary lubricant formulation Is applied to ance with NEMA standards publication TC-7-1983, the inside diameter during the manufacturing smoothwall coilable-polyethylene electrical plastic process. .duct. The duct is also made to ASTM 03485 2.6 The standard duct color is black. For identifi- .standard specification fer coilable polyethylene duct cation, the duct is also manufactured with cclor for pre-assembled wire and cable. stripes and/or various solid colors. Standard colors 2.0 MATERIAL in addition to black are: orange, red. white, yellow ARNCO duct is manufactured from high density and blue. ultraviclet stabilized pclyethylene resin. 2.7 Starburst ribbed duct has internally and exter- 2.1 The high density polyethylene used is nally designed longitudinal ribs for reduced pulling consistent with PE334420EIC as described in frictions and increased lubrication effectiveness. ASTMO3350 (see Table 1). TABLE 1 — RESIN PROPERTIES The resin properties shall meet or exceed the values set forth below for high density polyethylene (HOPE). VALUES ASTM TEST DESCRIPTION HOP`_ D-638 Tensile strength at yield psi 3200 min D-638 % Ultimate Elongation value 400 thin 75°C max 0-746 Brittleness Temperature – D-256 Impact Resistance per inch of notch 3.4 D-1238 Melt index, gl10 min Condition E 4 4 max D-1505 Density g/CM' '941 -959 0-1693 Environmental Stress Crack Resistance Condition 8, F. 48 hr 86C GARDEN STREET ELYRIA, OHIO 44035 TELEPHCNE 2161322.1000 FAX 2161323.7111 • TELEX 9101240-8273 12A�RNC li-Wilm" ►'.::Iow are instructions for ordering and describing various types of ARNCO Starburst and Smoothwall dud- 1ji GENERAL 2.2 Below is a checklist of items that you should .�s specification provides information for determin- consider when ordering duct. •:I proper product codes when ordering ARNCO 1) Configuration such as Smoothwall, Starburst, ,;trburst or Ismoothwall duct. While this document Starburst Spiral Ribbed, smooth outsidelribbed :.I be updated as new products are developed it inside, corrugated or armored. not always be complete. 2) Sizing Standards include SDR/ASTM, true. Consult our Trade price sheet for the most type, or schedules as set forth in the following :,-•:ent information for ordering. You may also pages. :In(act our main,sales office listed below or our 3) Inside diameter of the duct. :al representative. A listing of sales representa- 4) Is the duct to be lubricated? es will-be provided upon request. % ) ORDERING INFORMATION 5) What resin type is required, such as HOPE. MOPE, UV stabilized or flame retardant. that we may accurately process your order for 6) Is the duct black, are color stripes or solid ..ct we will need to know your specific require- colors needed for identification purposes? ^:ants. By following the steps listed below, you can : (ermine the proper product identification number. 7) Is a pull/measure tape to be installed for use also recommend writing a complete description in the duct? confirm the part number. 8) Are any special put-ups required, such as limitations to reel sizes? Is the duct to be : The beginning catalog'number can be found paralleled or coiled or both? referencing the dimensional specifications given pages 3-6. That number will tell us what type Having the above information prepared when order• d inside diameter sized duct you require. ing or seeking a quotation is very important. This information will assure teat you receive a prompt and accurate response. I 'rU GARDEN STREET • ELYRIA, OHIO 43035 °aga z TELEPHONE 2181322.1000 - FAX 2161323-7111 TELEX 910/240.8273 r°1027a ARNCO CORPORATION TECHNICAL SPECIFICATIONS 860 GARDEN STREET-ELYRIA.ONTO 44035 TEL-(LOOZ321-7914 -FAX 216/323-7111 Page 2 of 3 ARNCO STARBURST & SMOOTHWALL POLYETHYLENE DUCT EFFECTIVE: DECEMBER 1, 1993 A A Cz N M O:D O O (NIN WALL ,BEND TE 3 UMB ... '.::SIZEr ...O.D. TOL;+ VTOL. `•.•`:WALL �..`TOL_+;..:.:...LD WTI/FT.RAOIU3`STR-NQ TH SDR 1 1'ASTM D303S SW 611 013 13MM 0.625 0.012 0.012 0.062 0.007 0.494 , y. :•'. 0.047 a ay ...r..3,..1..3 4 :012 0:020: . o: 6a .ro ... SW 611 075 3/4" V 1.050 0.012 0.012 0.095 0.020 6.a40 0.128 10 648 SVNh8T4'Y1.<f0;"': �l'.: :'c•;:'1:315:. ,c.0.Ot2'' 0:012 •�a19 "0.020'-.':'..-1.;057* . :0::198'' :':4:.':1:2:.:•:: . .. 130T SW 611 125 1-1/4' 1.660 0.012 0.012 .0.151 0.020 1.338 0.312 15 2063 0:020>` .. :1;534 .0:406. 685 SW 611 200 2' 2.375 0.012 0.012 0.216 0.021 1.922 0.629 22 4160 2.675 .' 0:012 0.012'.-- .0.261• :' '0.031' ".2 0: 322" • ' 928 "' ''s:26 ;r'�:':: 61'42 SW 611 300 3' 3.500 0.012 0.012 0.318 0.031 2.833 1.364 32 9027 SW 61L.:406?;': 4'' : :•.4500 0.012 0.012 0:409 0:031 3.651: 2:235 SDR 13.5 ASTM D3035 SW 613 050 1/2' 0.840 0.012 0.012 0.062 0.020 0.696 0.071 8 472 'SW`6f3;07S�;wiY3/�l`', 1:050 . 0:012 "0.012 .0.018 .0.026 0.874'. 0:.109•'• ; .:`;;10' :',';;;::723 SW 613 100 1' 1.315 0.012 0.012 0.097 0.020 1.101 0.167 12 1104 SW'613125`:a,�f=�11a' :1;660:, °0:012', 0.012 .0:123 0.020:• . :,1'.394' 0:262= 'i5 ; sc ;t738` SW 613 150 1•-1/2 1.900 0.012 0.012 0.141 0.020 1.598 0.341 17 2257 $4Y;8 3'200;j; � 2' "s 2 375 O:Ot 2:: 0.012'•, 0;178 0.62f. '- 2.002' 0:52.7.,' 22 •3483' SW 613 250 2-1/2' 2.875 0.012 0.012 0.213 0.026 2.423 0.773 26 5117 `SW:6'f3'd�OQ; r '":3" ••'3,500 •'• ••'0:012 0:012 . .0.259. 0:031 2.951 1.VA4 - ;92 ,`7509 SW 613 400 4' 4.500 0.012 0.012 0.333 0.040 3.794 1.891 41 12514 SOR 15.5 ASTM D3035 -�► SW 615 100 1' 1.315 0.012 0.012 0.085 0.020 1.125 0.150 12 990 SVV'6t 5 125-•.r•i 1:-;1/4' :.••1.660• .0.012. - 0.012 0.107. 0.020 -1:426 ' 0,233° SW 615 150 1-1/2' 1.900 0.012 0.012 0.123 0.020 1.534 0.304 17 2009 SV .61 S 200..: •'.;: 2 =2.375 0012 0.012 0:153' 0.020 2:049' °0.466 <`':;;'22 '::. : .`3082: SW6152SO 2-1/2' 2.875 0.012 0.012 0.185 0.020 2.485 0.675, 26 4467 SW d15:300::.% 3' ' ::3.500. • .,.0 012 0.012 0.226' 0:020 . .:3.028. '. .0 985':'.' ;':• 32:x::.'•;' 6585' SW GIs 400 4- 4.500 0.012 0.012 0.290 0.020 3.900 1.628 41 10771 SDR 17 ASTM D3035- SW 617 075 3/4' 1.050 0.012 0.012 0.062 0.020 0.906 0.091 10 601 SW Bt 7>100 '�'=`;1"- '':1:315. 0:012 I' 41.'.`' • 0 138 �;^'' "•'1'2 3. SW 617 125 1-114- 1.660 0.012 0.012 0.098 0.020 1.444 0.217 •15 1432 W:;61.7;150:;::;.1-1/2"':''j 900 • : 0.012: :,::0:012 t12 °0.020" :1;656;:. ^::0280 �f:7 ';; `:;.1`854, SW 617 200 2' 2.375 0.012 0.012 0.140 0.020 2.075 0.431 22 2853 SW fi17 250 '`;2='1%2';'s; 2:875. `. '0:012: : .• 0.012': 0.169 0.024::-:` '.2:513. -0.6301:;= =<':26'-'.'.:;;:`:'4168 1 SW 617 300 3' 3.500 0.012 0.012 0.206 0.025 3.063 0.926 32 6129 1 "EQ" Load Center Circuit Breakers 1-T-E EQm Load Centers 4r QT QT QPF QFP 1 Pole Dual Quad Circuit Breakers OP,OT(Plug-In) (60175C Rated 110.000A IC) Int.Rating Int.Rating Int.Rating Ampere RMS Sym. Ampere RMS Sym. Ampere RMS Sym. Cat.p Rating Amperes Cat.11 Rating Amperes Cat.tl Rating Amperes 1 Pole GFCI QPF 120 Volts AC 2 Pole OP Common Trip 1201240 2 Pole QT Quad 1201240 QF115 15 Volts AC Common Trip-Cetr{er Poles Only Voles AC --Apo OF120 20 10.000 0215 150 02152OCT 15-202 OF130 30 0220 200 02153OCT 15-300 1) 2 Pole GFCI QFP 1201240 Volts AC 0225 250 02154OCT 15.400..0 IF215 15 0230 300 02155OCT 15.50(zt9 10.1000 OF220 20 10,000 0235 350 02202OCT 20.2003) OF230 30 0240 400 02203OCT 20.300 2) Switching Neutral 0245 450 02204OCT 20.400•1) 2 Wire Common Trip 120 Volts AC 0250 500 10.000 0220SOCT 20.5003: _ 0260 600 2 Pole OP Common Trip 240 Volts AC OG215a 15 0260S 600 OG220,9 20 10.000 0270 70 0215R 15 OG23OZ 30 0280 80 02208 20 3 Wire Common Trip 1201240 Volts AC Q290 90 0 Q240R 30 240R 40 OG315.) 15 02100 100 02508 50 10.000 OG320,0 20 10,000 02110 110 0260R 60 OG330Z 30 02125 125 0270R 70 1 Pole OP 1201240 Volts AC 1201240 021008 100 0115 15000 2 Pole QPP Common Trip Volts AC 3 Pole QP Common Trip 240 Volts AC 0120 20000 021258 1250 0125 250 021508 150® 0315 150 0130 300 021758 1750 10.Q00 0320 200 0135 350 022008 200.0 0335 250 0140 400 10.000 022258 225 0135 350 330 300 0145 450 0 Q150 500 2 Pole 0T Quad 1201240 Volts AC 0340 400 0155 550 021515 15.1500 0345 450 10:000 0160 600 0350 500 0170 70 022020 20-200® 0360 600 023020 30-200® 0370 70 1 Pole 0t.-Dual 1201240 Volts AC 023030 30-3000 10.000 0380 80 01515 15-150 024020 40-2000 0390 90 01520 15-200 024030 40-300® 10.000 03100 100 02020 20-200 024040 40-4000 — 02030 20-300 OUL Listed for frequent switching applications(SWO duty). the instantaneous trip setting of the standard breaker,add"T**suffix (:HACR rated. to Catalog Number. CilMolded Case Switch(Non-automatic circuit interrupter). ®Catalog number represents two 2-pole breakers-total width 2." ,^.For use on 200A modular and Uru-pak metering and on 300A and STypical catalog number(e.g.021520CT)represents two single-pole. above load centers.Circuit breaker is four poles wide. outer poles (two t5A 1-pole circuit breakers) and one 2-pole inner Dlncludes pressure wire connectors on load end only, breaker with ccmmon trip (one 20A 2-pole circuit breaker)—total 4)Also available with 50°C calibration for marine applications.To order width 2" add"M"suffix to catalog number,(e.g.OG215M). 1-T E E0 circuit breakers are listed by Underwriters Laboratories. Inc., )For high wattage.tungsten-lamp loads.having rn-rush currents above under file ME82615. Copyright V 1990 by GUaPrices on Request—Please Contact Your Nearest Graybor 011ice 5-39 "E Q" Load Centers 1-T-E EQ®Load Centers Circuit Breaker Enclosures (Rated for 65,000A IC Maximum Systems)m �I Features: •1•T E circuit breaker enclosures range from 40A to 225A.Indoor and outdoor models.Designed for use exclusively with I-T E OP.OPH•HOP 80.BOH•HBO. OJ2.OJH2 and OJ2H circuit breakers. •UL Listed. t. •Suitable for use as service entrance equipment. •UL Listed for 60/75"C conductors.See equipment markings for applications. WIRE BENDING SPACE REQUIREMENTS Meets NEC wire bending requlrement,Section 373-6. Breaker Used Indoor Enclosure—Type 1 Outdoor Enclosure—Type 3R Cat.If Ship. W`• Add Suffix Wt- Dlmenalons—Inches Dimensions—inches Frame Ampere No.of S-Surface Std. Lb/Std. Std. Lb/Std. Type Rating Poles F•Flush Pkg. Pkg. Height Width Depth Cat.0 Pkg. Pkg. Height Wldth Depth 1 Phase,3 Wire SN 1201240,240 Volts AC 15.40 E0204ML1040i9 5 16 7 5 3'/,s — — — — — — OP.OPH 15.60 1.2 E0204ML1060 5 16 7 5 31/,, W0204ML1060 5 28 8 5 41x4 HOP 15.125 E0202ML1125 1 8 17% 71/9 4914 W0202ML1125 1 9 4L. OJ2.OJH2 125.225 2 — — — — — — WB2225 1 19 27 71-s 4'ss OJ2H0 3 Phase,3 Wire 240 Volt AC or 3 Phase,4 Wire SN 1201208 Volts AC QPOPH 15.50 E0303ML3050 1 8 171/4 71/1 41/4 W0303ML3050 1 9 l7'.s 72.1 4`L,s HOP 60.100 23 E0303ML3100 1 8 17ya 71/4 4'/4 W0303ML3100 1 9 17!i 7;e »1s 80.BOH 15.50 E830500 1 8 171/a 71/a 41A WB3050'� 1 9 17•/1 7V* 4'L,+ HBO 60.100 2J E1331000 1 8 /7'h 7'/s 4v. W83100 t 9 174'r 7� =°�•s OJ2.OJH2 125.225 2.3 EB3225 1 17 27 love 51/s W93225 t 21 27 10'13 5s•*-s OJ2•Ho 11mi not accommodate GFC1 circuit breakers. •°•Avadacte in sueace only 142.000A IC Maximum. Cacut Breakers—Nol mCucec. Hues—Not turn,sned with Outdoor Enclosures.W83225 uses HS Hubs.others use HR Hubs. Fused Disconnects Features: •Ideal for applications where local ` _ .- '►° codes require fused devices. - _ - 30.60.100amperefused. S/N V V S/N •60 ampere non-fused. LFr •Lugs on both ends. - W4016-VF-60A W4013•R-30A 3 Poles.2 Blades.No Fuses W4016-R-60A 3 Poles.2 Blades.2 Fuses ORDER COMPLETE ASSEMBLY BY CATALOG NUMBER SHOWN Outdoor Enclosure—Type 3R _ Ampere Dimensions—Inches _ Rating Poles Blades Fuses Cat.a Height Width Depth Fused Pullout-1 Phase,3 Wire SN 1201240 Volts AC W4013R lot's 61/s 4-Vs 60 3 2 2 W 40168 12'./4 6 41A 100 W1405R 141/4 9ys 3?•! 1201240 Volts AC Non-Fused Pullout-1 Phase,3 WIre(D /. — W4016NF 1214 6 4' 60 3 2 -- ,)hlaximum Horsepower Rating-10. Fuses—Not included. UL Listed as ser%,ce entrance equipment. I Copyright'!.�; 1990 by G7r_oWUa—�, Prices on Request—Please Contact Your Nearest Graybar Office 5-29 �7 i' FEATURES: .N FINISH & CONSTRUCTION: All formed housing components are fabricated of heavy gauge galvanized steel and every surface of each part Is powder coated to a thickness range of 2 to 3 mils of polyester film. This results In a consistent, tough, high gloss finish with superior corrosion resistance. STANDARD SEMS BOLT: Discourages tampering. v KNOCKOUTS: Provided for mounting Internal brackets or panels. STAINLESS STEEL: ` Hardware. l r ACCESSORY LOCKING KIT: Available. BOTH TOP & BOTTOM COVERS: Are removable for ease of Installation and servicing. 24 32" AND 42" STAKES: With hardware are available. Model -SeV-5 541.8- V•451 -S-C V-65-36&- - SCV•8542L SCV SERI.� �' - PLOSURES SPECIFICATION SHEET Nominal Capacity: Model SCV-65360, SCV-85420 and SCV-55418 Capacity multi-tap, spiitters and line extenders. Accessory panels and brackets available. 24, 32 and 42 Inch mounting stakes available. Model SCV45180 Capacity for most multi-taps, Splitters. Accessory brackets available. 24, 32, 42 inch mounting slakes available. til c • 0 A � 1 Iy la.w wwla 0•W "ital Caw Caw A a C G f SCV-451110 4% 4V+ It 11 e SCV-GMQ 6Yr ey ]0 27 10 SCV•85420 1 SVi I ZVi 42 33 10 SC V-55418 sr� S 11 a INDIANA PRESSED STEEL DIVISION QENERAL CABLE COMPANY 400 SO:OHIO AVE l /MUNCIE, IN 47302 END OF STREET LIGHT DETAILS AND CATALOG CUTS 9912 -111 IRAN CIA I Am TABLE 2 Allowable Leakage for Pipeline per 1,000 ft - gph Avg. Test Pipe Size in Inches Pressure PSI 2 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 200 0.21 0.32 o.43 0.64 0.85 1 .06 1 .28 1 .48 1 .70 1 .91 2. 12 2.55 3. 19 3.82 4.46 5.09 175' 0.20 0.30 o.40 0.59 0.80 0.99 1 . 19 1 .39....•1 .59 1 . 79 1 .98 2.38 2.98 3.58 4. 17 4.17 150 0. 19 0.28 0.37 (6.551 0.74 0.92 1 . 10 1 .29 1 .47 1 .66 1 .84 2.21 2.76 3.31 3.86 4.41 125 0. 17 0.25 0.34 0.50 '0.67 0.84 1 .01 1 . 18 1 .34 1 .51 1 .68 2.01 2.52 3.02 3.53 4.03 100 0. 15 .0.23 0.30 0.45 o.6o 0.75 0.90 1 .05 1 .20 1 .35 1 .50 1 .80 2.25 2.70 3. 15 3.60 80 0. 14 0.20 0.27 0.41 0.54 0.68 0.81 0.95 1 .08 1 .22 1 .35 1 .62 2.03 2.44 2.84 3.25 60 0. 12 0. 18 0.23 0.35 0.47 0.59 0.70 0.82 0.94 1 .06 1 . 17 1 .41 1 .76 2. ; 1 2 .46 2.82 d ,A�i�los+aale-f�af rage-Fors-Cemer►fi-Ao-be s•tos-fi+pr-4-3l4-engt4is-per-1-00,-covp�htga-�-gp4r Av9-1. es �� Pipe Size in Inches Pressure PSI 4 8 10 12 14 16 18 20 24 3 6 42 -o M z ; 200 1 .42 2. 12 2.84 3. 1 .24 4.96 5.68 6.}7 7.0 / 0 10.62 12.74 14.86. m $ 175 1 .32 1 .98 2.64 3.40 3. 62 5.27 5.9 8 7.91 9.88 11 .88 13.85 g 150 1 .23 1 .84 2.45 3.07 3.68 4. .8 . 2 6. 12 7.34 9. 18 11 .02 12 .82 r. 125 ' 1. 12 1.68 2.24 2.79 3•35 3.91 .02 5.58 6.69 8.37 10.07 11 .78 M 100 1 .00 1 .51 2.00 2.50 3.0_0 . 0 4.01 4. �40--,J.0 6.00 7.51 9.01 10.48 75 0.87 1 .29 1.72 2. 15 2 58 3.01 3.44 3.87 . 1 6 b.45 7.75 9.08 50 0.71 1 .06 1 .42 2. 12 2.48 2.83 3. 18 3.54 4 '2 .30 6.37 7.42 03 m ' m a X *The dat re based on 150 psi and represent a leakage of approximately 30 gpd per mile of pipe per -. ,p�lametar, for pipe In 13-ft lengths. m EDGE OF PAVEMENT/SHOULDER OR BACK OF CURB \1° °1 \ TRENCH BACKFILL (CA6) TRENCH BACKF I LL DETAIL TRENCH PARALLEL TO ROADWAY SD17 600 600 l7tt Top of mosoney IN) 7 • • t • • • �+ �YifAebtlE G 7 • MATERIALS FOR WALLS D (mini I40=0ea0le mamm"w 125 T T 9•Ie1+rAeeesrT► Mer/lbom men .- - 406"" rc or T Precast Reinforced 1.2 n t4'•0"1 750 1301 10 I 0 n 0 <II Concrete Section I.5 IS•-0"1 1.15 re W-9" 125 IS1 GlrcJor �MsO'tl 6!t)att�lM NO•fLb sistln b 1ltfne•/�Oe) � wo or vo vt > Ins Cone Of the valve vWt eho6 be constructed as shown above only when there Is Interference with undarOr Ound Conditions and those Conditions Canhet be altered. 0 O �) CONCRETE BRICKS — DIAMETER OF WATER MAIN 0 GA 0 O t •p., .,,s,• S2 200 t61 and under 1.2 n 11'-011 t "a • '° ' 7C a 250 1101 and over 1.5 to W-0'9 .eewerete- ELEVATION Pref Obrl otad cony fs aIOD then the p e r e e s alternate la wea. 3 121 mitt. ? Precast ln retorced.. ;. .,.. ,.:;.... • ,.,:...• `:.•:...:..e...,�•' :.;'�.;�'�'.' Concre s s o GENERAL tIQTES Sand C • Dimension"c^ for Precast Reinforced cus on concrete Section may vary from the dimension given to plus 150 mm(6"). ALTERNATE METHODS ee $e• Standard 602601 for optional Pr•caat R•tntoro•d concrete fat TPoo Slab- AM dlnenelone ore in mWnefers tkx*wsl w+teae 01herwtu shown. DATE RvISIONS ItU.'wea,•te1�.. —F.—I.91 Rsnum. Stonaord 1 26.6 VALVE VAULT TYPE A falls rut �. Inn {I � � 6 6.15.91 Moved O.N. 10 SPeCS. nrt Added Mettle. STANDARD 6025M SPRINKLER SYSTEM DETECTOR BACKFLOW CHECK PREVENTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY WATER METER M BY-PASS LINE FIRE HYDRANT DON ESTIC SERVICE- �FIREERVICE SHUT OFF VALVE SHUT OFF VALVE PRIVATE R.O.W. SERVICE VALVE - WATER MAIN w w w w w w NOTE: ACCESS EASEMENT IS REQUIRED FOR VALVE SHUT OFF WATER SERVICE COMBINED FIRE AND DOMESTIC SD 19 SPRINKLER SYSTEM DETECTOR BACKFLOW CHECK PREVENTION ASSEMBLY BACKFLOW PREVENTION ASSEMBLY WATER METER M BY-PASS LINE FIRE HYDRANT DOMESTIC SERVICE FIRE SERVICE PRIVATE R.O.W. SERVICE VALVE SERVICE VALVE I i WATER MAIN W W W W W W I I I WATER SERVICE - SEPARATE FIRE AND DOMESTIC SD20 KWATER's, ON LID GRADE 21-011 ld CAST IRON, ADJUSTABLE CURB/SERVICE BOX (MUELLER H-10300 1 Z OR —� TYLER 6500 SERIES/ITEM 95E 0 SCREW TYPE) H —� z, • H DIRECT CONNECTION 45° TAP SERVICE PIPING i COPPER TUB- — TYPE"K" I SOFT TEMPER, 1-1/2 INCH MINIMUX L. CURB STOP —COUPLING EIGHTH BEND COUPLING (MUELLER H-15154) (MUELLER H-15063) :UST BE INSTALLED WITH CORP WATER MAIN CORPORATION STOP COUPLING (MUELLER H-15000) NOTE: MUELLER BRONZE SERVICE SADDLE-DOUBLE STRAP WITH AWWA TAPER (CC) THREAD, BASE CATALOG NUMBER BR2B SERIES SHALL BE PROVIDED IN ALL CASES FOR PVC WATER MAIN. ADDITIONALLY, SAID SADDLE WILL BE PROVIDED ON CAST IRON AND DUCTILE IRON WATER MAIN WHEN DIRECTED BY THE VILLAGE. A SMITH—BLAIR SERVICE SADDLE, SERIES 317, OUTSIDE DIAMETER SPECIFIC,' MAY BE/WILL BE SUBSTITUTED FOR THE MUELLER SADDLE IF WATER APPROVED/DIRECTED BY THE VILLAGE. TAP .SERVICE 0 SD21