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S-1157 - 04/25/2006 - PUBLIC WORKS - Ordinances Exhibitsv EXHIBIT A o V N I y O PUB Wv..,xRKS "F t o Y: N,t i ,�. . Cr " -i JL'l u ION April 25, 2006 Ordinance 2006- r TITLE INDEX . PUBLIC WORKS CONSTRUCTION STANDARDS Date 4/11/06 INDEX SECTION INDEX PAGE i GENERAL ITEMS . . . . . . . GEN ITEMS Backfill of Trenches 1 1 Construction Noise 1 1 Construction Schedule 1 1 Mailboxes . . . . . 2 2 Miscellaneous Items 2 2 Placement of Objects In Parkways 2 2 Restoration of Grass Areas 4 4 Stormwater 4 4 Village Review & Inspection . 4 4 Sample Certificate of Insurance . 6 6 Sample Lawn Sprinkler System Covenant . . . . . . . 7 7 Sample Ornamental Mailbox Covenant 8 8 Sample Covenant . . . 9 9 Sample Letter of Permission 10 10 PAVEMENTS AND SIDEWALKS P &S General Standards 1 11 Streets . 3 13 Sidewalks . 4 14 Commercial Driveways and Parking Lots 5 15 Residential Driveways 5 15 STORMWATER SYSTEM STORM General Standards 1 17 Specific Standards. 2 17 STREET LIGHTS. . . . LIGHTING General Standards 1 21 STREET TREES TREES General Standards 1 22 Section INDEX, Page z TITLE TRAFFIC SIGNALS . General Standards. UTILITIES . . Purpose and Objectives General Standards . . WATER SYSTEM . . . . . . . . . General Standards . . ,,nemfic standards ENGINEERING PERMITS SECTION PAGE TS 1 24 UTILITY 1 25 2 26 WATER 1 28 1 28 General Instructions . ENG PERMITS -GI 30 General Permit Conditions ENG PERMITS -GC 33 Additional General Permit Conditions — Non - Franchise Utilities ENG PERMITS -AGC 35 SUBDIVISIONS General Instructions . . .. SUBD -GI 37 General Notes . SUBD -GN 39 Site Grading, Roadway and Pedestnan/Bicycle Path Construction SUBD -SG 46 Erosion Control Requirements SLBD -EC 50 Water Main Construction . SUBD -WM 51 Sanitary Sewer Construction SUBD -SAN 57 Storm Sewer Construction . . . . . . . . SUBD -STM 59 Street Light Construction SUBD -SL 61 Section INDEX, Page ii TITLE SECTION PAGE STANDARD DETAILS 64 Casting Adjustment SDI 65 Crosswalk Detail SD2 66 Frame and Grate - Depressed Curb/Dnveway (IDOT Type 9) SD3 67 Frame and Grate - Vane Grate (IDOT Type 3V) . SD4 68 Frame and Lid - Roll Type Curb (IDOT Type 6) . SD5 69 Frame and Lid — (IDOT Type 1) - Sanitary /Storm Sewer or Water SD6 70 Grate - Round Beehive (IDOT Type 8) SD7 71 Grate - Raised Round Beehive SD8 72 Hydrant . . . . . . . . . . . SD9 73 Hydrant Tee — Anchoring - Swivel SD 10 74 Inlet (IDOT Type A) SDI 1 75 Inlet Filter — Round SD 12 76 Inlet Filter — Rectangular . SD 13 77 Inlet Filter — Curb Box . . . . . . . . . . . SD 14 78 Inlet Filter — Beehive . . . . SD 15 79 Lake Section & Shoreline Protection . SD 16 80 Naturalized Lake Shoreline Section . SD 17 81 Manhole (IDOT Type A) . SD 18 82 Pedestnan/Bicycle Path SD 19 83 Retainer Glands - Megalug Series 1100 SD20 84 Retainer Glands — Uni- Flange Series 1400 SD21 85 Street Light Details and Catalog Cuts. SD22 86 Table 2 - Allowable Leakage for Pipeline per 1,000 feet -gph SD23 119 Temporary Perforated Riser Pipe Detail SD24 120 Trench Backfill Detail - Trench Parallel To Roadway SD25 121 Valve Vault (IDOT Type A) SD26 122 Water Main Coupling — Solid Sleeve Long Fitting . SD27 123 Water Main Valve /Fitting Cut -In Sleeve Dual Purpose MJxFE SD28 124 Water Main Valve /Fitting Cut -In Sleeve Dual Purpose MJxPE SD29 125 Water Main MJ Tapping Sleeve SD30 126 Water Service — Combined Fire and Domestic SD31 127 Water Service — Separate Fire and Domestic SD32 128 Water Tap Service SD33 129 Water Tap Service — Service Saddle — Double Strap. SD34 130 Section INDEX, Page ill 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 approved equal) is permitted in place of CA -6 unless otherwise specifically stated. CONSTRUCTION NOISE Construction noise restrictions are found in Section 6 -1 -2 of the Village Code 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. Section GEN ITEMS, Page 1 of 10 1 MATT .R (WR O, 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 matenal/sediment shall be allowed to dry and then removed by vacuum sweeper or shoveling and hauled away. PLACEMENT OF OBJECTS IN PARKWAYS The Village hereby establishes the following policy regarding placement of objects within parkways For the purposes of this section, the "parkway" is defined as that area within Village - owned public right -of -way between the edge of pavement or back of curb and the nght -of -way or property line. Section GEN ITEMS, Page 2 of 10 2 This "Placement of Objects in Parkways" section is being created. Section GEN ITEMS, Page 3 of 10 RESTORATION OF GRASS AREAS All areas covered with grass prior to construction shall be sodded after construction Sufficient water shall be applied to ensure that the sod takes. All disturbed areas shall also be restored with 6" of topsoil. The Village Engineer may allow seed depending upon the unique circumstances of a particular site STORMWATER Detention Facilities Restnctor plates and short pipe sections are not permitted. The entire length of the outlet pipe must be sized for the required detention release rate. 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 Section GEN ITEMS, Page 4 of 10 4 Inspection by the Village does not relieve the permittee of its responsibilities to perform and meet its permit requirements and conditions. Section GEN ITEMS, Page 5 of 10 5 PUBLIC WORKS STANDARDS GENERAL ITEMS AMIN). � 11 Yr ` � tSSi1E RITE Q.IM/pLyY� ` Date of Issue PRODUCER SAMPLE CERTIFICATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS 'j No RIGHTS uPON TxE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. Showing MINIMUM DCCESfO OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. FULLY COMPLETED REQUIREMENTS for ANY WORK COMPANIES AFFORDING COVERAGE Within the VILLAGE which Exceeds $5 000 A Name of Insurance Company cooE 1 1 I,rsuRm "n B Name of Insurance Company �� C Name of Insurance Company FULLY COMPLETED M D Name of Insurance Company COMPAN LETrER E Name of Insurance Company •'COVE 5AG�S:.rw,.,:M+fiaY,' IEZI� .o,J =; �r:�.d ..n "r.2�k�4..`,. +' yt� °+a�caid�ow`rv� "c^^,; .,.,.,. ^rawx., •.� x... .SJ.+ - +/ I�'.{aYAfV.✓ �9'K WA..K kSCiv �.vyV.JV^Y^0' {•iJt^^Yvw•,�J+.v.: !^t^^JC^'WY^�., iC Jy, \ +/y+ ^tvsJ• , _...,,.: Yea. �.'. �S!«. A:. uLw... Z" J. s�. �t.;,, , w"` �.. :. QaM,.„" �.« w�` �, �.: v�3SialaJx^:.. �.. J«,,. �3a:^. al,,.:.: . fw;.{.. . `rY.,,.,:.,r.�:.;..AGia?.7t,` Spa: L:✓: w:,,.... �;, aa.: .. �L�.',>4.:r_r:�:.6.�.:2,✓_ „' --. THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY P117000 INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTTER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PEITrA1N. 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 COI LTR TYPE OF INSURANCE POUG7 NUMBER POLICY IFFECTTYE DATE (MM/DOrM POLICY EXPIRATION ALL U1ifIS IN THOUSANDS DATE (MU.t/ )a--I GENERALLLAZnITY Gc?:Ef�ALAC3Gr CsATc f x PROOLCTS4nmP/Ops Ac'wec- -ATE s CoMMEx-"L GENERAL UABMrrY Policy Policy C-A&tsMADE OAR Policy Number Start End aAovortsz�c s EACH CCCLWFe1ICZ 2,000 A OYINS:rS � OCNTRACTORS PAM. Date Date �E DAMAGE (Any on. Imo► s WExu EXPENSE 4Am x*�«+► s AUTOMOBILE LLk3IUTY C C"BJNED r,,., , ANY AUTO U19T ` 1, 000 X ALL CWNMAUTCS Policy Policy BC)OrLy B AUTM Policy Number Start End P- HSED WTa Date Date ”" { " : X 9CCfLY s X cr NCN -o%NEr Aes P- ACC�� ""' ; GAFACE UABIUTY OS: �; ? •_ C �CCES3 UA.B4jTY EA01 AG�TF C -ER THAN UM8FiE111 FORM WORKER'S COMPENSATION I Policy Policy,' STATUTOR'f ^ ^ =AC ?`a sy��:•w %s; wa { ^Y •^ " D AND Policy Number II Start End= _sF�a�cYL � a+Pt.oY> =RS• LIABILITY Date Date = PSEASE {xrI OTHER DE° XPTION OF OPERAT} ONSADCAT} ONS /YE7iiCLES/RESTRICCIONS/SPfCIAL r EM{S RE: (Insert V.O.B Project Number and Project Name) ADDITIONAL INSURED: The Village of Oak Brook, its officers, officials, employees and volunteers :CERTIFICATEI�E�Li�EA:.,•w• �.tw',:`,2; = `�:;ar.�t�`.Y��; .o..�.,,',�,;:ra<s:,xx - /,;:.CANT: Ei.�J�"�TO�I��: .ti.;>.�.a x: -',,; {, y,,, �, �....,, y��, �.c.,a.w<.,.,w.�,,,,..,.�....., .J �,.•,w-- •.,...• _ ..........o � n+ r o . r, "'�.. r. a ^::n.�.•,._.., .C.�`...F.�w�. /..vl� � ...J.,...•..w:,S', w -`n.x" �"�,.e`Gtu�..�... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE VILLAGE OF OAR BROOK EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL 1200 Oak Brook Road 30 DAYS WRIrIEN CERTIFICATE Oak Brook, Illinois 60521 - 2255,€ MAIL NOTICE TO THE HOLDER NAMED To THE ATTN: (Insert Name or Department) s LEFT. A.vn own FLEPRESFXTATIVE Page 1 of 1 Authorized Signature Section GEN ITEMS, Page 6 of 10 LAWN SPRINKLER SYSTEM COVENANT RUNNING WITH LAND The undersigned, for and on behalf of all owners (hereinafter "OWNERS ") of the property known as (address) and legally described as- Permanent Parcel No , Lot , in being a subdivision of part of Section , Township 39 North, Range Meridian, in DuPage County, Illinois as recorded as Document No agree as follows I I East of the Third Principal In exchange for the Village of Oak Brook's permission for the installation of a LAVATN SPRINKLER SYSTEM (hereinafter "SYSTEM ") in front of the foregoing property but within the existing public right -of -way of , OWNERS agree to assume all risks associated with said SYSTEM, to maintain said SYSTEM and to repair or replace said SYSTEM in the event it is damaged, destroyed, or removed by any party including the Village of Oak Brook In the event that the SYSTEM or a portion of it is removed during the installation, maintenance or repair of Village of Oak Brook facilities or other utility company facilities in the nght -of -way, OWNERS waive any claim for restoration and agree to restore the SYSTEM at OWNERS' sole expense To the fullest extent permitted under the law, OWNERS shall protect, defend, indemnify and hold harmless the Village of Oak 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 regardless of whether the claim is due to the negligence of OWNERS or the negligence of the Village, its officers, agents, employees, contractors or invitees, all without limitation OWNERS shall also 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 from any condition in the public right -of -way created, alleged to have been created, or any condition which could reasonably have been created, as a result of the existence, installation, maintenance (or lack thereof) of the SYSTEM. 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 STATE OF ILLINOIS ) )SS COUNTY OF DUPAGE) I, aforesaid, do hereby a Notary Public in and for the said County, in the State of Illinois 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 , 20 Notary Public Section GEN ITEMS, Page 7 of 10 VA 1/27/04 ORNAMENTAL MAILBOX COVENANT RUNNING WITH LAND The undersigned, for and on behalf of all owners (hereinafter "OWNERS ") of the property known as (address) and legally described as. Permanent Parcel No Lot , in being a subdivision of part of Section , Township 39 North, Range Meridian, in DuPage County, Illinois as recorded as Document No agree as follows 11 East of the Third Principal In exchange for the Village of Oak Brook's permission for the installation of an ORNAMENTAL MAILBOX STRUCTURE (hereinafter "STRUCTURE ") 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 STRUCTURE, to maintain said STRUCTURE and to repair or replace said STRUCTURE in the event it is damaged, destroyed, or removed by any party including the Village of Oak Brook In the event that the STRUCTURE or a portion of it is 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 STRUCTURE at OWNERS' sole expense To the fullest extent permitted under the law, OWNERS shall protect, defend, indemnify and hold harmless the Village of Oak 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 regardless of whether the claim is due to the negligence of OWNERS or the negligence of the Village, its officers, agents, employees, contractors or invitees, all without limitation OWNERS shall also 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 from any condition in the public nght -of -way created, alleged to have been created, or any condition which could reasonably have been created, as a result of the existence, installation, maintenance (or lack thereof) of the STRUCTURE 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 STATE OF ILLINOIS ) )SS COUNTY OF DU-PAGE) I, aforesaid, do hereby , a Notary Public in and for the said County, in the State of Illinois 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 , 20 Notary Public Section GEN ITEMS, Page 8 of 10 1/27/04 COVENANT RUNNING WITH LAND The undersigned, for and on behalf of all owners (hereinafter "OWNTERS ") of the property known as (address) and legally described as. Permanent Parcel No Lot , in being a subdivision of part of Section , Township 39 North, Range Meridian, in DuPage County, Illinois as recorded as Document No agree as follows 11 East of the Third Principal In exchange for the Village of Oak Brook's permission for the installation of an (hereinafter "STRUCTURE ") 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 STRUCTURE, to maintain said STRUCTURE and to repair or replace said STRUCTURE in the event it is damaged, destroyed, or removed by any party including the Village of Oak Brook. In the event that the STRUCTURE or a portion of it is 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 STRUCTURE at OWNERS' sole expense To the fullest extent permitted under the law, OWNERS shall protect, defend, indemnify and hold harmless the Village of Oak 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 regardless of whether the claim is due to the negligence of OWNERS or the negligence of the Village, its officers, agents, employees, contractors or invitees, all without limitation OWNERS shall also 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 from any condition in the public right -of -way created, alleged to have been created, or any condition which could reasonably have been created, as a result of the existence, installation, maintenance (or lack thereof) of the STRUCTURE 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 STATE OF ILLINOIS )SS COUNTY OF DUPAGE) I, aforesaid, do hereby the foregoing instrument, sealed, and delivered said setforth appeared , a Notary Public in and certify that _ personally known to me to before me this day in person instrument as Given under my hand and seal this Notary Public for the said County, in the State of Illinois be the same person and acknowledged free and voluntary act for the day of , 20 Section GEN ITEMS, Page 9 of 10 9 and whose name subscribed to that signed, uses and purposes therein 5/20/04 PUJBLIC 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 Section GEN ITEMS, Page 10 of 10 10 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 Pedestnan/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 dust prior to restoration activities. The thickness of the replacement pavement shall be a minimum of 2" (50 min) 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 6 11 • 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 pem-iittee, 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, ndeable 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. - 9.00 a.m. and 4 30 p.m - 6 00 p m Monday through Friday unless written permission is received from the Village Engineer 1 16th Street between Route 83 and Spring Road 2 22nd Street between Route 83 and Clearwater Drive 3 Jorie Boulevard 4 Spring Road between 22nd Street and the northerly Village limits 5 Windsor Drive between 22nd 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 Section P &S, Page 2 of 6 12 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 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. ()tb(-r ,qtrPPt. 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 ,qTRFF.Tq 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 6 13 Flexible Pavement Minimum allowable structural number (Dt) is 3 0 Minimum thickness of bituminous concrete courses: Minimum thickness Course in (mm) Surface 15 (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) Section P &S, Page 4 of 6 14 COMMERCIAL DRIVEWAYS AND PARKING LOTS For flexible pavement, the minimum allowable structural numbers (D) are. Pavement type Minimum Dt 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 (3 8) Binder, 1.5 (3 8) 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 RESIDENTIAL DRIVEWAYS For flexible pavement, the minimum allowable structural number (Dt) is 1.5 Minimum thickness of bituminous concrete surface course is 2.0" (50 mm). Section P &S, Page 5 of 6 15 Typical flexible driveway: 2" (50 mm) Bituminous Concrete Surface Course 6" (150 mm) Aggregate Base Course For rigid pavement, the minimum allowable concrete section is 5.0" (125 mm). Typical rigid driveway 5" (125 mm) Concrete 4" (100 mm) Aggregate Subbase Section P &S, Page 6 of 6 16 PUBLIC WORKS CONSTRUCTION STANDARDS STORMWATER SYSTEM GENERAL STANDARDS All new stormwater system construction and repair and/or alteration of existing stormwater system infrastructure 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, and other pertinent Village ordinances, requirements, and policies. Stormwater system work shall also comply with the requirements of the Subdivision Storm Sewer Construction section of the Public Works Construction Standards. SPECIFIC STANDARDS Detention Facilities Restnctor plates and short pipe sections are not permitted The entire length of the outlet pipe must be sized for the required detention release rate. Detention Facilities /Lakes/Ponds Typical Sections Typical section details are contained within the Standard Details section of these Public Works Construction Standards. They consist of: 1. SD12 — Typical Lake Section and Shoreline Protection Details. This typical section depicts a 3 1 slope along the normal water level/edge of pond interface with erosion protection. This is referred to as a conventional design. The conventional design generally consists of a riprap lined deep water basin surrounded by turf grass side slopes. Although the conventional basin provides stormwater storage and some water quality benefits, additional benefits are lost due to the lack of native vegetation. 2. SD 13 — Typical Naturalized Lake Shoreline Section This typical section depicts a naturalized normal water level/edge of pond interface using bio- engineering with native /wetland plants This is referred to as a naturalized design. Section STORM, Page 1 of 4 Page 17 The naturalized design utilizes native plants to provide shoreline and side slope stabilization. Wetland vegetation is used instead of riprap to stabilize the shoreline and prairie vegetation replaces turf grass on the side slopes. These are more reliable soil stabilizers than nprap and turf. Additionally, they provide environmental benefits such as A. Improved water quality As a result of the deep roots that prairie species possess, significant water quality benefits are provided through increased infiltration and attenuation of runoff, and increased soil stabilization. Interception of pollutants occurs above ground within the dense prairie vegetation as well as subsurface as a result of the increased soil permeability that the network of roots provides. Installation of wetland vegetation around the perimeter of a basin minimizes the erosive pressures of wave action and water level fluctuation that can destabilize the shoreline. Microorganisms that live on emergent and submerged wetland vegetation break down many pollutants, thereby cleaning water. Additionally, the use of chemicals, such as Copper Sulfate, which is commonly used to control algae in a conventional basin, are not normally required in a naturalized basin B. Creation of wildlife habitat Many species of birds, reptiles, amphibians, and fish are attracted to wetland vegetation, whereas only few species utilize unvegetated conventional basins Naturalized basins are not as attractive to Canada geese, which have become a nuisance species in the Chicago region. Canada geese prefer unvegetated shorelines and mowed turf side slopes. C. Beautification. A conventional basin has minimal attractive features and often the nprap becomes overgrown with weeds or the slopes erode, both of which degrade the appearance and can add significant maintenance costs. Prairie plants offer a variety of flower colors throughout the season that attract birds and butterflies. Studies have shown that the naturalized basin concept is more economical in both initial installation costs and long term maintenance costs. Section STORM, Page 2 of 4 Page 18 Naturalized Lake Shoreline General Specifications All plants, except temporary cover crop, shall be native to the Chicago Region and common to DuPage County, as designated in Swink, Floyd and Gerould Wilhelm, Plants of the Clucago Region (Indianapolis: Indiana Academy of Science, 4th edition, 1994) A minimum of 5 native grasses, which may include rush and sedge species, and 15 native wildflower species shall be included in the planting area. Seventy percent (70 %) of native non -woody species shall have a mature height of at least 24" to provide sufficient plant height and density for goose control. Safety ledges in ponds may be planted with native wetland species as designated in Swink, Floyd and Gerould Wilhelm, Plants of the Chicago Region (Indianapolis: Indiana Academy of Science, 4th edition, 1994). Cover Crop: Specify non - invasive species compatible with establishment of native plantings Native Seed Mixes: Provide name of nursery providing seed mix. Specify the recommended seeding rates (pounds per acre) for cover crop and native seed mixes to assure proper coverage. Specify erosion control measures for seeding and planting. Specify protection measures for plants and tubers to prevent animal predation. Planting areas shall have at least 12 inches of clean un- compacted topsoil. Subsoil shall be loosened and topsoil applied to minimize compaction. Cover crop may be planted immediately after grading to prevent erosion if conditions are not conducive for native species seeding. Permanent native species shall be planted during the first available growing season at the appropriate time and conditions for such plantings. Paths within the native landscape area shall be no more than four feet in width and shall not be asphalt or oiled granular materials. Paths may access the shoreline of permanent water areas along no more than a total of 20% of the shoreline length. Trees and shrubs shall not interfere with access easements and access to stormwater basins for maintenance purposes. A long -term maintenance plan shall be submitted for review by the Village. The following shall be considered: Section STORM, Page 3 of 4 Page 19 • Prescribed burning annually, or at least every three years, is the best management practice for established native prairie plantings. Burning requires a permit from the Illinois EPA and notification of the Oak Brook Fire Department. Burning shall be performed by a contractor with extensive prescribe fire experience and adheres to the National Wildfire Coordinating Group (NWCG) training standards. The contractor must provide current Red Cards of all of the prescribed fire crewmembers as evidence of training. • Late fall or early winter mowing to a height of 6 -12 inches, with removal of cuttings, may be performed in alternate years where burning is not practical or conditions are not conducive to burning. • Application of herbicide to control invasive species will be necessary if burning does not control or eliminate them. An Illinois certified and licensed pesticide applicator shall select herbicide, which is non -toxic to animal and aquatic life, and shall apply the herbicide by the appropriate method, to prevent killing of desirable native species • Regular maintenance shall include surveillance for invasive species in order to assess the need for additional control measures. These species may include, but are not limited to, the following: Canada Thistle (Czrcium arvense), Sweet Clover (Melilotus alba and Melilotus officinalzs), Cut - leaved Teasel (Dipsacus laciniatus), Common Teasel (Dipsacus sylvestris), Purple Loosestrife (Lythrum salicaria), Reed Canary Grass (Phalaris arundinacea), Common Reed (Phragmites austrahs), Narrow- leaved Cattail (Typha angustifolia), Common Buckthorn (Rhamnus cathartica), and Multiflora rose (Rosa multiflora). Section STORM, Page 4 of 4 Page 20 PUBLIC WORKS CONSTRUCTION STANDARDS STREET LIGHTS GENERAL STANDARDS 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 l of t 21 PUBLIC WORDS 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. Street trees shall have a single trunk and shall not have or drop a messy fruit. 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. Section TREES, Page 1 of 2 22 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. Section TREES, Page 2 of 2 23 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 24 PUBLIC WORDS CONSTRUCTION STANDARDS UTILITIES PURPOSE AND OBJECTIVES It makes sense to use established transportation corridors and their nghts -of -way to locate the many utility services necessary to modern life. The public nghts -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 nght -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- 0 Excavation made with no notice to the regulating agency. 6 Excavation and restoration work done without regard to community specifications and standards. ® Use of improper materials and methods for restoring a utility cut. i Slow repairs that create inconvenience to the public with extended lane closures. ® 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. 0 Increased maintenance costs form pavements which are cut repeatedly to access utilities • Increased danger for the public and excavators. Section UTILITY, Page 1 of 3 25 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 pavemnnt 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. Underground installation is preferred over aboveground. New facilities shall be placed underground to the fullest extent possible. Section UTILITY, Page 2 of 3 26 Minimum Cover of Underground Facilities Type of Facility Power or Communication Line Gas or Petroleum Products Water Main Sanitary /Storm Sewer When installing an underground utility: Minimum Cover 24" (0.6 m) 30 "(0.8m) 5'-6" (1.7 m) Depends on individual situation 1. Install the underground utility in a sleeve when it crosses above a water main. This will ensure that the sleeve is discovered first when later excavation takes place and will minimize or eliminate damage to the utility. 2 Maintain a minimum vertical clearance of 18" between the underground utility and a water main when crossing above or below a water main. 3. Maintain a minimum 5 foot horizontal distance between the underground utility and a water main when constructed in parallel. Section UTILITY, Page 3 of 3 27 PUBLIC WORKS CONSTRUCTION STANDARDS WATER SYSTEM GENERAL STANDARD S 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 shall 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 28 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" (300 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. When a water main or service crosses below a sewer pipe, it is the Village's policy to not place the water main or service in a carrier pipe. Rather, the sewer shall be water main grade pipe or placed within a carrier pipe. In those cases, PVC pipe meeting ASTM D- 2241- SDR -21 or DIWM pipe shall be acceptable as water main grade. Section WATER, Page 2 of 2 29 PUBLIC WORKS CONSTRUCTION STANDARDS ENGINEERING PERMITS GENERAL INSTRUCTIONS 1 Generally These instructions have been prepared as a guideline to assist the permit applicant Section 8 -1-4B of the Village Code: "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 Buildm_g Pernut/Engmeermg Pernut/Stormwater Management Permit/Water Permit One or all of the above pernuts 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 -GI, Page 1 of 3 30 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 Department. All applications and payment of all permit fees shall be submitted to the Community Development Department, 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 Department 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 31 I 7 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 The 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. 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 backfilling 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. Flagg Creek Water Reclamation District Downers Grove Sanitary District 7001 Frontage Road 2710 Curtiss Burr Ridge, Illinois 60527 ,Downers Grove, Illinois 60515 (630) 323 -3299 (630) 969 -0664 9 General Permit Conditions The attached "General Permit Conditions - Engineering Permits Only" will be made a part of all permits approved by the Engineering Department Section ENG PERMITS -GI, Page 3 of 3 32 GENERAL PERMIT CONDITIONS ENGINEERING PERMITS ONLY 1. All work shall comply with all applicable sections of the Village Code and the Public Works Construction Standards which are incorporated herein by reference. 2 All permittees working within public ways must obtain insurance which complies with Chapter 8 of Title 1 of the Village Code. 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 Department prior to starting work or any phase of the work. The Engineering Department and Community Development Department 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 permittees 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 33 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 borne 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 permit 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 34 ADDITIONAL GENERAL PERMIT CONDITIONS TO UTILITY OR TELECOMMUNICATION PERMITTEES THAT DO NOT HAVE (FRANCHISE OR LICENSE AGREEMENTS WITH THE VILLAGE OF OAK BROOK ENGINEERING PERMITS ONLY Permit No. As part of this permit, the Village permits the permittee to install certain utility infrastructure ( "Infrastructure ") in, under, across, along, and through portions of the public rights -of -way of the Village and/or public utility easements subject to the following additional terms and conditions 1 In the event that the Infrastructure or any portion thereof interferes with or is in the way of a public improvement or facility constructed by the Village, the Infrastructure must be removed or relocated at permittee's sole cost. The Village Engineer shall notify the permittee that said Infrastructure must be removed or relocated. If the Village reasonably knows of the existence of the Infrastructure, the Village shall send said notice at least 90 days before the date that installation of or construction on such public improvement or facility will commence. The permittee shall, at its sole cost and expense, commence and diligently prosecute to completion the removal or relocation of such Infrastructure within 90 days after the delivery of such written notice by the Village. If the Village does not reasonably know of the existence of the Infrastructure and construction is taking place, the permittee shall, at its sole cost and expense, immediately commence and diligently prosecute to completion the removal or relocation of such Infrastructure immediately so as to not delay construction. Such removal or relocation shall be performed by the permittee as reasonably directed by the Village in accordance with then - applicable permit requirements. In the event permittee fails to remove or relocate its Infrastructure within said time schedule, the Village may do so and charge permittee for any costs to the Village for removal or relocation of the Infrastructure and the permittee shall reimburse the Village for such costs. The Village shall have no liability for any damages as a result of such removal or relocation. However, in connection with such movement, the Village shall use reasonable efforts to avoid damage to the Infrastructure. 2 When in the event of fire, disaster or other emergency it becomes necessary, in the judgment of the Village, for the Village to move or take action regarding any permittee's Infrastructure, the Village shall use reasonable efforts to avoid damage to the Infrastructure. However, if such move or action results in damage to any of the Infrastructure, no charge shall be made by permittee against the Village for restoration or repair. However, in connection with such Section ENG PERMITS -AGC, Page I of 2 35 movement or action, the Village shall make reasonable efforts to notify the permittee before ` moving or otherwise taking actions with respect to the Infrastructure. 3 In the event any public nght -of -way or public utility easement or portion thereof used by permittee shall be vacated by the Village, then, upon request and written notice from the Village, permittee shall, at its sole cost and expense, remove its facilities therefrom within 90 days of the date of such notice. 4. Infrastructure shall be installed at least 5 feet horizontal away from water mains or water services when parallel to them unless otherwise shown on the plans 5 Infrastructure shall maintain a clearance of at least 18 inches between water mains or water services at crossings. Section ENG PERMITS -AGC, Page 2 of 2 36 PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISIONS GENERAL INSTRUCTIONS 1 Generally Refer to the Village Code, Title 14, "Subdivision Regulations" and Title 9, "Stormwater, Flood Plain, and Sedimentation and Erosion Control Regulations" 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 or hand - punted 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 Ines 1-1/2" (3 8 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 Construction Standards that meets the Village's requirements. Certificates that do not meet its guidelines will not be accepted. 5 Inspection Notification The developer(s) /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 1 of 2 37 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. Section SUBD -GI, Page 2 of 2 38 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 / STANDARRD DRAWINGS 2. THE CODES AND ORDINANCES OF THE VILLAGE OF OAK BROOK, THE HINSDALE OR 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 1 of 7 39 k. 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 41 0 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 DRAIN PIPE 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 42 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 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. 24. STRUCTURES FOR SANITARY SEWERS, STORM SEWERS AND VALVE VAULTS FOR WATER MAIN SHALL BE IN ACCORDANCE WITH THESE IMPROVEMENTS PLANS AND THE APPLICABLE STANDARD SPECIFICATIONS. Section SUBD GN, Page 5 of 7 43 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 SHIALL 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 44 3 3 . 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 45 PUBLIC WORDS CONSTRUCTION STANDARDS SUBDIVISION SITE GRADING, ROADWAY AND PEDESTRIAN/BICYCLE PATH CONSTRUCTION 1 ALL SITE WORK, GRADING, PAVING AND PEDESTRIAN/BICYCLE 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, 2002 AND ALL REVISIONS THERETO, WITH THESE "SPECIAL PROVISIONS "; AND WITH THE VILLAGE OF OAK BROOK ORDINANCES, REQUIREMENTS AND POLICIES. 2. ALL TOPSOEL 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 2,000 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 5" (1.5 m) 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 0 mm) AND 5' (1 5 m) IN DEPTH, THE SOIL SHALL BE COMPACTED TO A MINIMUM OF 95% OF 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 8" (200 mm) COMPACTED. Section SUBD -SG, Page 1 of 4 46 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 6" (150 mm) 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 2" (50 mm) MIN A M BEDDING OF COARSE AGGREGATE (CA -6) OR AS INDICATED OTHERWISE ON THE PLANS B. EXPANSION JOINTS SHALL BE INSTALLED AT 100'(30 m) INTERVALS, AT ALL PC'S AND PT'S, AT CURB RETURNS, AT EITHER SIDE OF DEPRESSED CURBS AND AT END OF POURS. PREFORMED 1" (25 mm) THICK EXPANSION JOINT FILLER WITH 18" (450 mm) LONG SMOOTH DOWEL BARS ARE TO BE Section SUBD -SG, Page 2 of 4 47 INSTALLED AT SAID LOCATION(S). CONTRACTION JOINTS SHALL BE SAWCUT WITHIN 48 HOURS OF THE POUR AND SHALL BE A MINIMUM OF 2" (50 mm) DEEP, AT A MAXIMUM SPACING OF 20'(6 m) 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 DEVELOPEWCONTRACTOR. 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 48 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 49 PUBLIC WORKS CONSTRUCTION STANDARDS SUBDIVISION EROSION CONTROL REQUIREMENTS 1. REFERENCE IS MADE TO TITLE 9 OF THE VILLAGE CODE AND TO THE "ILLINOIS PROCEDURES AND STANDARDS FOR URBAN SOIL EROSION AND SEDIMENTATION CONTROL" lvIANUAL, 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 AN INLET FILTER SHALL BE INSTALLED WITHIN EACH INLET, CATCH BASIN OR MANHOLE THAT HAS AN OPEN LID AND THAT COULD RECEIVE SEDIMENT THESE SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE DRAINAGE AREA TRIBUTARY TO THEM HAS LIVE AND GROWING GRASS OR OTHER ACCEPTABLE, APPROPRIATE 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 1 of 1 50 PUBLIC WORDS CONSTRUCTION STANDARDS SUBDIVISION WATER MAIN CONSTRUCTION 1 ALL WATER MAIN CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION R\T 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 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 Section SUBD -WM, Page 1 of 6 51 (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 RESIDENTIAL WATER SERVICES SHALL BE I V2" (38 mm) 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 nun) TWO PIECE TYLER NO. 664S. 14 FIRE HYDRANTS SHALL ONLY BE MUELLER SUPER CENTURION 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 52 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. 664S). 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 (SEE PARAGRAPH 24) 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 ONLY 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 53 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. 664S). 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 DlW 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 (SEE PARAGRAPH 24). 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 ONLY BE MUELLER RESILIENT SEAT GATE VALVE (RESILIENT WEDGE, R/W) FOR MECHANICAL JOINTS CONFORMING TO AWWA Cl 11 (MUELLER NO. A- 2360 -20). Section SUBD -WM, Page 3 of 6 53 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 1. MEGALUG JOINT RESTRAINT BY EBAA IRON CO. (SERIES 1100) 2. UNI- FLANGE SERIES 1400 BY FORD 3 PVC (SERIES 2000 PV) BY EBAA 4. PVC (SERIES 1500) BY FORD D. COUPLINGS FOR CONNECTING NEW WATER MAN TO EXISTING WATER MAINS 1 TYLER/UNION SOLID SLEEVE MJ C153 LONG FITTING 2. SOME EXISTING WATER MAINS MAY HAVE NON - STANDARD EXTERNAL DIAMETERS, MEASURE EXISTING MAINS PRIOR TO ORDERING COUPLINGS (TYLER/UNION DUAL PURPOSE). 3 ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE E. TIE RODS AND BANDS FOR RESTRAINING COUPLINGS 1. STAIN-LESS 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 VALVE/FITTING CUT -IN SLEEVES 1. MUELLER H -840 (GLAND SEE "C" ABOVE) 2 TYLER/UNION DUAL PURPOSE 3. ALL GLANDS MUST MEET PARAGRAPH "C" ABOVE. G. TAPPING SLEEVE 1. MUELLER H -615 2 OR APPROVED EQUAL H. ANCHORING TEE 1. TYLER MJ SWIVEL TEE Section SUBD -WM, Page 5 of 6 55 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 DETERRED 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 APPROVED EQUAL. 28 WATER MAINS SHALL BE INSTALLED WITH 4 INCHES (100 mm) OF CA -6 BEDDING UNDER THE PIPE, CA -6 HAUNCHING UP TO THE MIDDLE OF THE PIPE, AND CA -6 INITIAL BACKFILL TO 1 FOOT (0.3 m) ABOVE THE TOP OF THE PIPE. Section SUBD -WM, Page 6 of 6 56 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. THE HOUSE END OF THE SERVICE SHALL BE PLUGGED. 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 of 2 57 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 DISTRICT'S 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 58 PUBLIC WORDS 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, 2002 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 D- 3034- SDR -35. ALL STORM SEWER DENOTED IN THE PLANS AS PVC SHALL CONFORM TO ASTM D -2241 -SDR- 21 PRESSURE CLASS 200 (TYPICALLY WHITE) UNLESS OTHERWISE SPECIFIED IN THE PLANS; PVC ASTM D -3034 NON - PRESSURE PIPE (TYPICALLY GREEN) IS NOT PERMITTED. 5 STORM SEWER SERVICE PIPE SHALL BE 4" (100 mm) FROM ITS CONNECTION TO THE MAIN SEWER TO THE R.O.W. LINE AND SHALL BE PLUGGED AT ITS END. 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 59 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 SUED -STM, Page 2 of 2 60 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 LIGHT(S) 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 PLANTS FOR ACTUAL COPPER CONDUCTOR SIZE REQUIRED, OTHER THAN MINIMUM SIZE. Section SUBD -SL, Page 1 of 3 61 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 (900) DEGREES TO THE EDGE OF ROADWAY * WIRE SPLICES ARE MADE ONLY AT STREET LIGHTING POLES WITHIN THE HANDHOLE AND USING A HEAT SHRINK END CAP. * 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: 1 CRUCIFORM ALUMINUM POLE CA4 MODIFIED FOR A 9" (228 mm) BOLT CIRCLE, CATALOG NO. CA4 20M D1 BRA (9" BC) PC FOR A 20'(6.1 m) HIGH POLE, OR 2. CRUCIFORM ALUMINUM POLE CA5 MODIFIED FOR AN 11" (279 mm) BOLT CIRCLE, CATALOG NO. CA5 25M D1 BRA (11" BC) PC FOR A 25' (7.6 m) HIGH POLE, OR 3. STRAIGHT SQUARE ALUMINUM POLE SSA4 MODIFIED FOR A 9" (228 mm) BOLT CIRCLE, CATALOG NO. SSA4 20M AF Dl BRA (9" BC) PC FOR A 20'(6.1 m) HIGH POLE, OR 4 STRAIGHT SQUARE ALUMINUM POLE SSA5 MODIFIED FOR AN 11" (279 mm) BOLT CIRCLE, CATALOG NO. SSA5 25M AF Dl BRA (11" BC) PC FOR A 25' (7 6 m) HIGH 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. A PHOTO - ELECTRIC CELL SHALL BE ATTACHED TO THE TOP OF THE POLE AND NOT ON THE LUMINAIRE. Section SUBD -SL, Page 2 of 3 62 9. THE LUMINAIRE WILL BE A GARDCO FORM 10 EH ARM MOUNT WITH A MEDIUM BRONZE ANODIZED FINISH (DURANODIC, BRA), CATALOG NO. EH 14 1 3 150ETS 120V BRA HS/POLY FOR A 20' (6.1 m) POLE, OR CATALOG NO. EH 19 1 3 250BPS 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 PHOTO- 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. 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 63 STANDARD DETAILS .- qnl Page 65 U, Q V 0� Mm y 17.1 U W 0 �_ ul �LL r- m ul Lt_ X Q Z 0 W Q U7 J Cr1 a o O z ° O Z 0 LLJ U uj O cn U G r3 p_ Q Q �°_ = c J - L- O J J W ct a z Z n- a �- w O D > 0 O [r }- O O w O }- W W Q en p J O L:! > o z 3 0 O > `'' w c~ cn CL C z Z Cr 0 C-- W o to _ --- = o C C- -73 a W c1) Cr z Q _a Z l+J v7 J z J > O Cn O> O U = Z -C N: O Q U W W z ~i z a i- ..I < O-Ot:.. q Q c - _ CO E: x F CS? Q Q ME 2 � � 0 cry O Z cn N N U p Z �( a G U CL `® -o qnl Page 65 U, Q V 0� Mm Z C LJ O Z 0 O O cr) m C W a n- a Q F- O }- F- O W W X en p L:! > N z 0 O a `'' 0 CL C v o v C-- }-- C cry z J > CL O qnl Page 65 U, Q V 0� Mm r%n I n it- *.i _ /T. .— \ all 1 A /h; +.. IT..� CROSSWALK DETAIL SD 2 Page 66 t91) v� Z M W to /iT> t8 /J ca /�U N 6z zz 6z T8/cTT) (%TT) (Z /�c) 6B L3 cc O � � —;T -� T m L&J tZ V F-- N 4 U Q T ^, V } rL T { M V o E C Z E O V � m W '^ � n 68 a SD 3 Page 67 z IV W r c Q r Li o C.a o O v • (� E c M W E o z 0.. n COD W f... O O � ZQ n� r N m« m o L- Eb _ n om c C a 7 P N N z t O L p y� _P � N C W 3 O � N o � W Q O W Q LL. H N Q v a a z Ln n O V o W 6 o S V o i - o F ° c t ►�) tZ /�1) O a . 7 £[ F- tb) t9) c ►�s) Z01 ZSI UI N t ►�91) SZb c ►,�z) b9 t ►� 1) v� N M b6 Ll r r -------- i V ,°n N O In �+ a TT- U W F— U N - Vi u qj Lr n +i VdA4) 91 r m C6 o a O H - U la! N Q W Q cr- V F- Ln U (g/,Z) _) r Z6 ` Ln J Q H W O ui a a W o N L) Q C r r L O 4 > o rn E Z E o Q w m m W >- O LO H Z s O c0 0 E n B0 a 7 (z /I) £1 tai) OL£ ;> (Z) 0 IS ITN I a I tbt Z Lo Fn 0 in I Lo N I U N SD4 Page bb V L a U N CO Y) O O L z + m} E L LL E E 0 0 E 0 m L o w 4 3 L Q V N N y- O > o O m L m > E '0 0 L ¢ L a m •d � o � o cW L Q U- H LA Q U b o 0 s � l �^ N N N � t ►/f � N m O OAD c 7 ^ Z£ C p m O �N On O 'D EO O C O D L m C 00 cs�ma OI r m C6 o a O H - U la! N Q W Q cr- V F- Ln U (g/,Z) _) r Z6 ` Ln J Q H W O ui a a W o N L) Q C r r L O 4 > o rn E Z E o Q w m m W >- O LO H Z s O c0 0 E n B0 a 7 (z /I) £1 tai) OL£ ;> (Z) 0 IS ITN I a I tbt Z Lo Fn 0 in I Lo N I U N SD4 Page bb V L a U N CO Y) O O L z + m} E L LL E E 0 0 E 0 m L o w 4 3 L Q V N N y- O > o O m L m > E '0 0 L ¢ L a m •d � o � o cW L Q U- H LA Q U b o 0 s � m p- -\ s I�f1 N (9 L \\ * O 91 1 p o O= o �� ... Ln v _ ZZ S2 c W n ITS �� 11 1 Z Q H U W N W F- Q C) H N Q U (e/sSU LU Obl 6[ • O Lo N F = aD m (d I r4� O� a� SD5 Page 69 m W �- c _ Q m � N O E Q E; Z W 0 o C Li c Q }- a m o� Q ~ m� cr C O m Em Om .c a� L p yf P � m C W 3 � ¢ t '0 N ID E C m m r D, G r i W ti N Q U Q 1 Q 2 O U L 8 o S r 0 i 0 0 � o � L " 6L' 16 zov (�) (��t) BLS VV Q N g� _ Z p\E E C r O G uM N © ; tD (z /II) r Q m \ W � �, �_ �i OO UVIE000M Q [1 ailii— (9D Irt6 fn Z Q H U W N W F- Q C) H N Q U (e/sSU LU Obl 6[ • O Lo N F = aD m (d I r4� O� a� SD5 Page 69 m W �- c _ Q m � N O E Q E; Z W 0 o C Li c Q }- a m o� Q ~ m� cr C O m Em Om .c a� L p yf P � m C W 3 � ¢ t '0 N ID E C m m r D, G r i W ti N Q U Q 1 Q 2 O U L 8 o S r 0 i 0 0 � o � L " c 3 0 L m m t m m m U �D 041 a Old n `r9' � i0❑❑ � ❑D o0 0 D,] ❑❑ID❑ � o L3❑D DID ❑❑ m - in a �° , Z 0 0001 D ❑D• ❑❑D� °N Ln ~" N �� 0 i- N n �Q ❑DI❑o1� V V ® • P■1 P� O 0, W N O J U N Q U D C 0 L T O L m � r 0 c N rl 0 0 O - J a 0 to E E c Z LLJ L n w E- 0 oL Q H c0 • E 0 �C 7 < < 41 W Q cr- LL N Q U SD6 Page 70 Ov PmM N � Li (6) 6zz m m m r N U pn m WX 14 3 ; O W D iS °E„ 1-1-97 0 0 `c S • 0 • o o � V C ®�7 n Y� V V ® • P■1 P� n n Q Q� z N M1 Q V V p Q O N U U W N iS °E„ 1-1-97 0 0 `c S • 0 • o o � V 0 0 n 0 n rc) Q 1 0 o Q a ° Z CO M N m '^ [i} F Sz LLJ u� N fZ /iI) BL a Y9 c�) 9L I a SD7 Page 71 W cr- r si V F N 4 V � r � o o ` co ca m m � W o E C E C it �0 °D LAJ Q m ® Q 0 9 It Q Q CL co m E m 9m = C A 7 O c L O N _ � O w 3 0 N V > E o D E c CD m .W- o rn o tSSUED i -l-97 0 S a E ` h 0 F ° NOTE: When specifying or ordering grates - Please refer to "CHOOSING THE PROPER INLET GRATE" on pages 108 and 109. R -4340 Series Round Beehive Grates Light 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 roadside or in a median strip Bell and spigot vitrified clay and concrete pipe are made under many specifications and dimensions vary. Check the grate sizes in the table to be sure they will fit the pipe you are using Specify: 1. Catalog number 2. Cast iron frame if required Dimensions in Inches Catalog 0 O.D. Dia. Ht. No. Size Size Pipe No. Dia. Lugs Bhv Bhv Lugs Bars Op. Size R- 4340 -A 34 261/4 237/8 6 1 1 1/2 24 R- 4340 -B 33 23 23 3 6 11/2 2 24 'Furnished with ring instead of lugs v 013", One—_ IW7 M ' 4 CATCH BASIN WITH C I FRAI%4E Illustrating R- 4340 -B 258 NEENAH nV SD8 Page 72 FOUNDRY COMPANY Illustrating R- 4340 -A THE BONNET SHALL BE PAINTED THE COLOR SHOWN BELOW WHICH DEPICTS THE SIZE OF THE ADJACENT /CONNECTED WATER MAIN: WATER MAIN 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 N0. 138 12 INCH BLUE GLIDDEN CO. PAINT NO. 4580, SAFETY BLUE ALKYD DEEP TINT BASE 16 INCH BROWN GLIDDEN CO. PAINT NO. 4537, SAFETY BROWN ALKYD GLOSS ENAMEL L L H z H i Ln BONNET MUELLER SUPER CENTURION 200 A J� MODE. NO. A -423 WITH BREAKABLE SAFETY FLAINGE ALL PORT CAPS SHALL BE PAINTED A HIGHLY REFLECTIVE - Q WHITE COLOR (3M TRAFFIC CONTROL DIVISION WHITE HYDRANT SHALL BE PAINTED A PAINT NO. 7216) GREEN COLOR (GLIDDEN STRUCTURE GREEN NO. 4503 OR RUST SCAT MACK GREEN = co O� L 211 NO. 138) T ► i ►► CAST IRON VALVE BOX (TWO- PIECE) (TYLER NO. 6645) DR_A ► N I I =LD :0 BE COURSE AG C--_-lEGAT E 6" AUXILA.RY V - T .. - • GR_ -".DE O CA -7 (MUELLER NO. - _ ; •,' (0.5 Ci:. D A- 2360 -16) ' ' PROVIDE CONCRETE BASE • •. • ' : AND THRUST BLOCKING _ • • • • • • ► / AGAINST UNDISTURBED • • -- I I / ' , • • - • • EARTH. HYDRANT DRAIN OPENING NOTE; C ONCRETE BASE AND BLOCKING MATERIAL SH_4LL HYDRANT NOT BLOCK NOR OBSTRUCT HYDRANT DRAIN . - DE TATS SD9 Page 73 TIFFS (Continued) MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment MJ Tee MJxFETee MJ x Swivel Tee Dimensions Weights Size T T' H J' 1Z 1' MJ MJxFE tMJxS 18x6 59 44 65 125 155 180 275 261 278 18x8 .59 .45 7.5 12.5 ... ... 280 351 ... 18x10 59 47 8 5 125 38 286 18x12 .59 .49 9.5 12.5 ... ... 370 ... ... 18x14 59 56 105 125 415 18x 16 .59 .57 11.5 12.5 ... ... 445 .. ... 18 59 59 125 125 490 20x6 .60 .44 7.0 14.0 17.0 19.5 335 362 358 20x8 60 45 80 140 383 20x10 .60 .47 9.0 14.0 ... 410 ... 20x12 60 49 100 14 0 432 20x14 .60 .56 11.0 14.0 ... ... 475 ... 20x16 60 57 120 140 530 20x 18 .60 .59 13.0 14.0 ... ... 560 .. ... 20 60 60 1,40 1140 605 24x6 .62 .44 7.0 16.0 19.0 21.5 448 451 461 24x8 62 45 80 160 475 24x10 62 .47 9.0 16.0 ... ... 516 ... ... 24x12 62 49 100 160 549 580 24x14 .62 .56 11.0 16.0 ... ... 585 ... ... 24x16 62 57 120 160 625 744 24x18 .62 .59 13.0 16.0 ... ... 675 ... ... 24x20 62 60 150 170 740 24 62 62 170 170 947 t Weights include swivel gland �+ ` z'tck�`��s+ ,MJ x FE�Flange<Dimens ons1are on Page t' . l • ',•,,�,`; iVt� „j•'db'�2'?,rt*t sA,iti w`�.. r et. MJ GLANDS Glands Size Weight Size Weight 3 3 12 12 4 4 14 16 6 6 16 20 8 8 18 25 10 11 20 29 24 38 �•u /iiitiv/aiiu�a Size by Wall Laying Length Thickness Weight 6x13 37 46 6x18 .37 58 6x24 37 74 8x12 .39 52 - VARIABLE Swivel x Swivel Adapter Size by Wall Laying Length Thickness Weight 6x12 37 28 6x18 .37 49 6x24 37 52 Tyler Pipe /Utilities Division • PO Box 2027 • Tyler, Texas 75710 • (903) 882 -5511 11 -29 -2001 Union Foundry Company - PO Box 309 • Anniston, Alabama 36202 • (256) 236 -7601 SD 10 Page 74 5 m m U a m D O 0 U a 0 4- ` C 1 v C L + N e•� O w M U [ ° L n N a'• U O O m r L) + E I-- a C m E ; CD a L o ) m m [ c Q • a• } L } r m ul m CD 0 U C U j O 0 W Z a) C # U m C L V . a a o.0 CD c 0 C O Z N �9 r m E N P z _ [ a D 0 - v (b1 3 001 SL 00 F `° ~ 0 2 Ln ID o w F— o • +m- m o N w m E in 1 U 0 Q v w W [ 4- } ¢ O O N a o E N Q O E o r�1 Z a + [ z O (b1 (�) i SD12 Page 76 U O J +, c-d Cd �U o � H ct V) o � H bD O W H N o � Q r-' O d E LO 01 S Q) C3 -0 a, a L +1 i O -9 d L d_U d� 4- L >, E C3 O S2 a L4- 0 o, VI c +' Ue -p > d N �� O L PQ Y 3 L d ,6 U i ¢i L U1 d p Fes- -0 CD o U1 Q �' pq C: IT X ul N-F' - UI N Cu O)O E L d E d 0 O O U1 L 4- E 4- (4- N O 7, U� pY 0) — ao +) d }' d = N +' U -0 _U i U> L i d rij d L� d� (4- d Q c� U C5 0) U U d 0-0 Cl) PP N 4- U1 1- X ¢ i +' o ate' +I PA LA % Riox - ~4JLn a wXn, w w a � Co W X: E XH -p Z Q O% A O d W W LAW N4- U ti 4- -4 0 Q) U) SD12 Page 76 SD13 Page 77 U lr ct -il{l r Cn ct 4 U i U cct U � O Cd cd H M Ocz H V) O N Q N O C5 E O _U _ L 4> L 0 C5u aou L >, d £ Q o� L 4- O _ UI -F' d N > _0 m Y 3 L C3 U 0) 4 Q 0 U1 C5 C X ¢�PQ 0 tn" X O �' S N . Ut N LA 010 w d 00 O UI L N 0-0 a) au a) c — 0 .{' 4.> d d�J U +'UfM L U> L 3 c -0 0 d 4 �¢4 U-0 d 0) U U d 0 S _ 4 _ 4- X Q F- L +' o Ln ate' Ln J F- Z 4-' In Q •-+ W X D� W kx N -' W f E X �-q +' Z Q O A O d W W LAW d-' l7 LA- 4- -4 0 0) Ul SD13 Page 77 SD14 Page 78 U O �n i U cz ct " U o H � ct O U M O O O r i O X O O +-' O d E O S UE L -p 0 L u U d _u p co - 4 L >, d 4 E 04 d a o, d L� > O n, u� + Ln 4 - _ U >� O at 31: L u m C u o; L 0) 0 0) d C: U1 Q � � X -- ►^ CU N 0) X :3 v) 0 in L E N +' Ln 4- 4- 0 a 0 � cj n,+'u d= aids u +> u f -a L IA L 3 L d 4 �Q� N� 6 U Qj L d a U d 0 4 _ c 0 pq 4- N d 4- N X VLD N N 1:3 ate' -+ ` �¢ L z �X� � w 4. Q W X Ui CY Q a g cu w � E X r.... +- Z Q O ■ la O d W CY LAW 0)+' 0 Li 4- .-4 to 0) W SD14 Page 78 H ct Ct Uct o F-+ T� ;-, o co � o N G,I.i O H ' a N N i O C5 E O S L N }, C$ U N aE L +' O L .4 d L d U Q. in L >1 d _E a 0 .Q L 4- o �n c +' IA 4> > N � d Pal Y O L U 3 L 0 E U I L Ul d L f O ~-6 0) Ln -P �Ln N a) � O)O E E —4 � E� N E E L E+, O d 0 VI 4- o L Ln L >, O U� O > �C U� O +' = ru d ru dSJ _U +' U ?' L� V) L i d d d-0 Q q- U C5 a u U d O� _ c o pq 4- _ N d Zm 4- _ C 01 W x U1LD N d Oa i-' ¢ L te' J ~" X 4' ~ +' 111 Q Cie W �• W X N W f E X F-r 4-1 � Z Q O A O d W Qf LAW N+' L7 LL- (4- . r (e) 0) UI SD15 Page 79 H Z W w� w 4-4a 0 CWT H W W �. O x W p W H U � H p oz p� H a 0 v� H W Fes+ U O Ud ,a c 1 _ � J Z v� N \ I.,-- tC O L11 Q J J Q V F- z LLI O H ❑ V M' C l ? a - LJ < LO LL, C O Lit < ❑ .. H - Lil O 2 N < o ©= to < < < < uj c 1 _ � J Z v� N \ I.,-- tC O L11 Q J J Q V F- Y� d ,$",v, CA J Q z 0 H c..a U C J -r-4 �Z; 3 E O v H Z N O 7:, a C H Z 0 U c G Z, N G C� z C U J Y C.,7 N Z -, < w w u< U = cn C Z L_. J oLu LL-(n z LLI O H ❑ V M' C ? a - LJ < LO LL, C Lit < ❑ .. H - Lil O 2 N < o ©= to < < < < uj : u C) ❑ z 0 }. _. C� O W 0 ❑ < LO < c� wrL < O En0 .. rr,, yy 111 U O < LiJ 0 z Y� d ,$",v, CA J Q z 0 H c..a U C J -r-4 �Z; 3 E O v H Z N O 7:, a C H Z 0 U c G Z, N G C� z C U J Y C.,7 N Z -, < w w u< U = cn C Z L_. J oLu LL-(n SD 16 Page 80 i a. i s z O H V M' C C E O .. H - _ O N SD 16 Page 80 i a. i s Y J Q I O t�r W Im s .Iv f kv f SD17 Page 81 V Q ..i z 0 Lb v N tL Z W O z Q J Q �l1 N J d E- Q z rC * ,- C O b Q N pp 6ICof-JOA (9) f9) �fKI c sin l � CL L o -- n C m o Vf o CfE �>,E L � W a ~ + o,°a I at - pAE F N ' r• W V IBi 00 t +11 •• c L Z O U N MMtf)) c C) � N t O U nr • W Lli � O �� 0 ►.f m 0 V1 t '• 4 Q W o c c� a N J `^ c0C a L) pL LAJ J �- Rs a N c BIC N+ E m o ECE m e 6 )n L O L U p 4 W oz - U N J 1 O j 3L m m N � •. Q a m cc W f- L) 1 t t to m O L Q N U V O O o ° av >, * ,- C O b Q N 0 E � 6ICof-JOA (9) f9) �fKI c U� l CL L o -- n C m o Vf o CfE �>,E L � W a ~ + o,°a I at - L N ' r• W V IBi w O} L 8 U t +11 •• c L Z O U N MMtf)) c C) a a •' 0 =�. t Q o U nr • W Lli � O �� 0 ►.f m 0 V1 t '• 4 Q W o c c� a •' `^ c0C a L) pL LAJ c m OUa �- Rs W [C SIN p o. * o m Q o n n� J } U� a 0 L o -- n C m o Vf o CfE �>,E L '• W a ~ + o,°a at - L m >— O L, _D •. Z '' v>,m O 3 -4. LEI of c Q o LC+ om W Lli + °c 4- �� h� m 0 •.. Z W o c c� a •' `^ c0C a L) pL W c m OUa N iE lE U L a0 N L a O+ N+ E C) ECE m e 6 )n L L U • W � O j 3L m ] •. a L) c .'` Z N o ° L o .� gym, m n .. .• F- Q n xo > E } J 0 r ,- m •: W O. C OPOIJOA f9) OSl SD18 Page 82 p o. 4- m m Q 0 J } U� a 0 L o -- n C m o Vf o CfE �>,E _on `o w W a ~ + o,°a at - L m >— O L, _D •. Z '' v>,m •t o LEI of c Q o LC+ om W Lli + °c 4- �� h� m 0 )r W o V vmi ON c� a •' O c0C a L) pL �O c m OUa J 14 U L a0 N CLc N+ E m ECE m e 6 )n ouv V))¢ g ilt � E N f• T •f • T (9) 4SI osl ._ SL f ` t c 0 a ,r O m m O m CD C L O CN O V a m V L 0 c m L t- m a V m L IL )o Q J N at - Ct m � rO� •. 3 m � '. •t m avt ui t m m L I.- Q (� m 0 )r 00 W •' L h- c m OUa J 14 U L a0 mC 0 0 ULo C o amo L m a o c L 7 V a c O N U m m O a O.O l /// iL. // r EXISTING GRASS COMPACTED SUBGR4DE EXISTING GRASS REMOVE EXISTING -4" BITUMINOUS CONCRETE SURFACE COURSE, MIXTURE C, CLASS I, TYPE 3 TYPICAL SECTION PEDESTRIAN /BICYCLE PATH SD 19 Page 83 cTry _ �, n _ 4.z t.v2.:ll} r?lS.A =.? s�.�A'�� °rE i..1Le =L.:.i Mechanical joint restraint shall be incorporated into the design of the follower gland The restraining mechanism shall consist of individually actuated wedges that increase their resistance to pull-out as pressure or external forces increase The device shall be capable of full mechanical joint deflection during assembly and the flexibility of the joint shall be maintained after burial The joint restraint ring and its wedging components shall be made of grade 60 -42 -10 ductile iron conforming to ASTM A536 -84 The wedges shall be ductile iron heat treated to a minimum hardness of 370 BHN Dimensions of the gland shall be such that it can be used with the standardized mechanical joint bell conforming to ANSI/AWWA C111 /A21 11 and ANSI/AWWA C1531A2153 of the latest revision Torque Itmmting twist -off nuts shall be used to insure proper actuation of the restraining wedges The mechanical joint restraint shall be available in the three through forty -eight inch sizes They shall have a rated working pressures of 350 psi in sizes sixteen inch and smaller and 250 psi in sizes eighteen inch through forty -eight inch. The devices shall be Listed by Underwriters Laboratories up through the twenty -four Inch size and Approved by Factory Mutual up through the twelve inch size The restraint shall be the Series 1100 MEGALUG° restraint as produced by EBAA Iron, Inc orapprovedequal. B O,E F '±Eu- 1�Ty S - O " -, NOMINAL PIPE SIZE SERIES NUMBER APPROX SHIPPING Wr am) RATED PRESSURE 21 3 1 103 61 350 4 1104 7 2 350 6 1106 120 350 8 1108 160 350 10 1110 24 9 350 12 1112 327 350 14 1114 49 7 350 16 1116 582 350 18 1118 622 250 20 1120 74 8 250 24 1124 1388 250 30 1130 1954 250 36 1136 2565 250 42 1142 5102 250 48 1148 7120 250 • For test pressures above the rated pressures shown, consult the engineering department of EBAA Iron, Inc, for recommendations EBAA Seal gaskets are provided with the 30" through 48" MEGALUG restraints Also provided with the 42" and 48" sizes are extra length T -bolts The gaskets and bolts are provided to facilitate easier assembly of the mechanical joint and are required on the above referenced sizes to obtain the pressure ratings and safety factors shown • For projects using large diameter restraints, please contact this office for our design recommendations • All of the Megalug components are made of ductile iron The wedges are heat treated to a hardness range of 370 to 470 BHN The product is coated with the same asphaltic coating specified for the pipe and fittings • The 1100 Series is intended for use on ductile iron pipe The restraint can be used on grey iron pipe if the pipe is not severely corroded and is in sound condition and has an outside diameter that can be accommodated For more information on the use of the MEGALUG restraint on grev iron pipe ask for ConnecuonsTM Bulletin number DI 1 • The 1100 series should not be used on plain end fittings. • If you experience the need to install the 1100 series in an unconventional manner please consult EBAA Iron for recommendations • LISTINGS AND APPROVALS FOR SERIES 1100 MEGALUG Sizes 3' through 24" are listed by Underwriters Laboratories, Inc category RJKF "Fittings, Retainer Type," with a deflection angle of five degrees (3" through 12 ) and two and a half degrees (14' through 24 ") The listing file number is EX2836 Sizes 3' through 12' are Factory Mutual approved REAR VIEW FRONT VIEW M � 075 JK2 D - i 0 12 ' F C SECTION A -A i SECTION B -B - I- 0 12 __7 P 075 F 1 NUT � SPACER n SHOULDER BOLT (4-) WEDGE A SERIES C D F J M X I NO OF WEDGES NO OF BOLTS P P W /NUTS TWISTED OFF K. 1103 4 84 227 4 06 619 U62 '/, 2 4 9.16 906 7 69 1104 5 92 2 27 4 90 7 50 0 75 '/. 2 4 1020 990 912 1 106 8 02 227 7 00 950 088 '1, 3 6 1230 1200 1 1 12 1108 1017 Z31 9 15 1175 1 00 1/, 4 6 1445 l4 15 13 37 1110 12 22 2 37 1120 14 UO 100 '/, b 8 16 50 16 20 15 b2 1112 14 32 2 37 13 30 1625 1 25 , 8 8 18 60 1830 1788 1114 16 40 269 15 44 18 75 150 '/, 10 10 2064 20 94 20 25 1116 18 su 269 1754 21 00 1 56 '/, 12 12 22 60 12 90 2250 1118 20 60 2 69 19 b4 23 25 163 'i, 12 12 24 70 25 00 24 75 1120 22 70 2 69 21 74 25 50 1 69 'I, 14 14 26 80 27 10 27 00 1124 2690 3 20 25 94 3000 1 81 '1, I b 16 32 94 32 b4 31 50 11x0 33 29 3 20 32 17 36 88 225 I' /, 20 20 39 17 3887 39 12 1 136 39 59 3 20 3847 43 75 2 25 P/, 24 24 45 47 45 17 46 00 1142 45 79 4 56 44 67 5062 3 88 I' /, 28 28 55 87 55 57 5348 1148 52 09 4 i6 50 97 3750 3 88 1'l, 32 32 62 17 61 87 60 36 SD 20 Page 84 n Series 1400 . Information v Wedge Action Retainer Gland for Ductile iron Pipe Y 1� Auto -Tork® break -away head, 1 -114" across the flat (same as 314" heavy hex nut) 0 518" hex -head, operating screw n Rubber spacer (positions wedge during assembly) Nedge C GLAND BODY DETAIL WEDGE ACTIVATING Cl SCREW DETAIL ldnn RatainPr Mand for Ductile Iron Pipe NOM PIPE SIZE O.D CATALOG NUMBER PRESSURE RATING (PSI) NO OF WEDGES APPROX. WEIGHT �LBS P1* P2''* C D F M 2 6 0 11 04 9 06 2 84 2 65 265 4 06 4 90 0 68 0 88 6 19 7 50 3 3 80 UFR1400 -D -3 350 4 4 80 UFR1400 -D-4 350 2 6 5 11 9 140 100 121 592 802 265 7 00 088 950 6 6 90 UFR1400 -D -6 350 3 10 12 16 2 143 10 17 265 9 15 1 10 11 75 8 9 05 UFR1400 -D -8 350 4 23 182 163 1222 275 11 20 1 10 1400 10 11 10 UFR1400 -D -10 350 6 8 27 20 3 184 1432 275 1330 1 10 1625 12 1320 UFR1400 -D -12 350 46 _2_29_ 20 9 1640 300 1544 1 50 1875 14 15 30 UFR1400 -D -14 350 10 52 25 0 230 18 50 300 1754 1 56 21 00 16 17 40 UFR1400 -D -16 350 12 12 69 28 1 258 2060 305 1964 1 65 2325 18 19 50 UFR1400 -D -18 250 76 30 2 27 9 22 70 3 10 21 75 1 70 25 50 20 21 60 UFR1400 -D -20 250 14 96 34 4 32 1 26 90 3 20 25 94 1 85 3000 24 2580 UFR1400 -D -24 250 16 20 183 40 6 38 6 33 29 3 55 32 17 225 36 88 30 32 00 ""* UFR1400 -D -30 250 24 223 46 9 44 9 39 59 3 76 38 47 2 25 43 75 36 38 30 * ** UFR1400 -D -36 250 * Maximum O D of gland on pipe before break -away heads have been removed (as received) ** Maximum O D of gland on pipe after wedges have been activated and break -away heads have been removed *" 30" and 36" sizes include a Uni -Seal gasket Note 4" - 12" oversized 1400 Retainer Glands are available for Class C and D gray cast iron (Color Coded Gray) To order these oversized units, add " -XL" to the end of the catalog number Example UFR1400- D -6 -XL SD 21 Page 85 ;FORD STREET LIGHT DETAILS AND CATALOG CUTS SD 22 Page 86 �'8 CURS oR �Ai7WA`{ EDCy� 1 � ! 2 -O Q Z N CAr=LE CX-)G7 1-- UR P�C� E� x E No PyX� E R TYPICAL ROADWAY CROSSING' LINE I t - r �r--4 + 11 EITi rZAL . � ✓ �XL��T' UI�1flE4� STFic.�S t pt`i[� CSR �v EV�/A•{ S TYPICAL STREET N t N C-1 P ErtT'P -� �o C-/D RPGT ) LIGHT MIRING �Ein. - M i (D Min . I I TO Z5'' TFZP�`� s�FZt� OR CABS D k�T Pv eA—LG l- -i L. -k-CY a.,-� S am a 47- TRENCH BACKFILL DETAIL I Sc��E-T C::) t_V M ` With concrete curb and gutter 10' without concrete curb and utter i i �+ Edge of Roadway m + VILLAGE R w F�•O W - DETAILS OF CONCRETE �— FOR 20 ' and 25 STREET OF OAK BROOK TYPICAL STREET LIGHT LOCATION_ Page 87 FOUNDATION LIGHT RESIDENTIAL AREA ONLY Ground Clamp — #6 AWG (Insulated /Green) Ground Wire Grout mixture (as req'd) Chamfer Edge Finished Grade Line 9" formed Top -L below Grade Line ' Anchor Bolt Size and Length as Required `. Class X Concrete , 2" PVC or Galvanized Steel Conduit Elbow No. 4 Rebars No. 3 Tie Bars on 12" Cts. or - No3 Spiral with G" Pitch 3 Loops minimum Top and - Bottom (Loops shall be spaced 2" apart) Dia. Bolt Circle as required — by Base Casting: 20' Pole: 9 "Dia. 25' Pole:ll "Dia-: i:t , NSh Q� (iro, - Conduit Reducer \ Depth as directed y the Village 6" (5' -0" Minimum) Driven Copperclad Steel Ground Rod _ 5 /811 X lot 4" Top and Bottom TYPICAL STREET LIGHT FOUNDATION #6 AWG (Insulated /Green) Ground Wire To Grounding Lug On Pole TOP VIEW 2" _ --T- 2011 Dia. 2" DETAIL OF MULTIPLE RACEWAY (When Required) i 2" PVC or Galvanized PVC or Elbow 2 Piece Base Cover Driven Copperclad Steel Ground Rod 5/8" x 10' 2 - #6 (Minimum) AWG Copper --�� Conductors in Cable Duct TYPICAL VOLE WIRING Page 88 Q 1 • s�. • I O` V 10 AWG To LLuninaire L In Line Fuse and Holder ber Boots (Lineside Only) Breakaway Fuse Holder With Slug and with Rubber Boots (Neutral Wire Only) VILLAGE OF OAK BROOK DETAILS OF CONCRETE FOUNDATION FOR 20' and 25' STREET LIGHT RESIDENTIAL AREA ONLY ,r � MENEM GENERAL DESCRIPTION: The Gardco arm mounted Square Form Ten products are sharp cutoff luminaires using high Intensity discharge lamps up to 1000 watts The EH units are manufactured from mitered extruded aluminum and finished In an Architectural Class 1 anodizing The H style luminaires are die- formed aluminum with a thermoset polyester finish Both products can accept one of six (6) interchangeable and rotatable precision segmented optical systems ORE RI BAG -D EPA's _ PHOTOMETRIC Single Twin PREFIX SIZE CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Arm 180' a EH 19 x 2 3 40OMH , 120 BRA MF 11 23 EH Extruded 14" 1 Single Assembly Horizontal Lamp See Table 120 EH and H26 CD MU BLA H Fabricated 14' 2 Twin @ 180° 1 Type I Below 208 HS UB BRA 21 40 EH Extruded 19' 2 @90 Twin @ 90° 3 Type III 4X T 19" 3 Triple @ 90° Type e IV I / T19 "onl y) 240 277 F AP NA MF AT H Fabricated 19" 3 @120 Triple @ 120° FM Type IV 347 OC SC PC SG EPA's H Fabricated T19' 4 Quad Assembly Q Type V 480 PCR PTF2 Single Twin H Fabricated 26' Vertical Lamp QUAD HINT Style BRP POLY PTF3 Arm 180° Quad VS Type V 14' BLP QS PTF4 11 23 29 14' and 19' Supplied with acrylic 120/208/240/277 OC sag lens 26' supplied with sag factory tied to 277V Sc 21 40 55 lens Medium base, 20OW 483mm 254mm 51mmt 127mm WATTAGE max on 14" units FC3V* Full Cutoff Type III FINISH OPTIONS 3 5 7 0 14" iT T19" 26° FCVS* Full Cutoff Type V BLA Black Anodized CD Clear Drop Diffuser (EH Style only) 100MH 25OMH 1000MHI 1 000M * 19' 320PSMH only Supplied BRA Bronze Anodized HS Internal Houseside Shield (Supplied standard with FM optics) 150MH 4001v1H 750PSMH B 750PSMH B w /MS320 /BU /ED28 /LLC/PS lamp NA Natural Anodized (Anodized finishes avanable on F Fusing 175MH 250PSMH I 1000PSMH 6 1000PSMH 6 EH and units only) MF Mass Arm Fitter ' 200MH 320PSMH ' 750HPS 750HPS BRP Bronze Paint aint PC Photocontrol and Receptacle 25OMH 350PSMH 1000HPS BLP Black Paint (N /A with 480V I000Wmaximum 175PSMH z,o 40OPSMH fi OC Optional Color Paint combined lummatre wattage) 100HPS 450PSMH z Specify RAL designation as shown m the PCR Photocontrol Receptacle only 150HPS 3 250HPS Notes Color Selection Gutoe ex OC- RAL7024 (1000W maximum combined lummatre wattage) POLY Polycarbonate Sag lens (in lieu of 400HPS 1 Medium base lamp SC Special Color Paint flat glass NIA with 4X optics 450W maximum) 2 Available with vertical lamp optics only (Must supply color chip) QS Quartz Standby 3 Operates 55V lamp MU 10" Uplift Bracket A M138 or M153 5 Uses BT37 lamps only AP Adjustable Knuckle — Pole Mount MH Metal Halide 6 Horizontal optics require M1000 /PS /U /BT37 lamp (Only available with 1 and 2 @ 1800 mounting) PSMH Pulse Start Metail Halide 7 M132 or M154 AT Adjustable Knuckle — Tenon Mount HPS High Pressure Sodium 8 M135 or M155 (Fits 2 3/8 tenon N/A with 14' mounting) 9 M149 only Horizontal optics require SG Sag Glass Lens (In lieu of flat glass) (Supplied MS750 /PS /BU -HOR /BT37 lamp standard witn 4X optics and 26'VS) 10 M137 or M152 PTF2 Pole Top Fitter - 2 3/8" Dia Tenon PTF3 Pole Top Fitter - 3 - 31/2" Dia Tenon PTF4 Pole Top Fitter - 31/2 - 4" Dia Tenon D N S 10 N S A Note T19 housing B dimension is 12', EPA's are 2 2, 4 3 and 6 4, and weiaht is 65 Ibs VS units with sag lens have overall heights of B 3/4' (EH/H- 14),13 3/8' (EH /H -19) ano 21' (H -26) 4 -way units have arm lengths of 6' (H -14) and 9' (H -19) Note C = Arm Lenoth 0 = Arm Height Page 89 C c EPA's Approx Wt Single Twin Single EH Style Size A B' C D Arm 180' Quad Fixture 14' 14" 7" 6" 5" 11 23 29 30 Ibs 356mm 178mm 152mm 127mm 24 9 kgs 19" 19" 10' 9" 5' 21 40 55 55 Ibs 483mm 254mm 229mm 127mm 26 9 kgs EPA's Approx Wt Single Twin Single H Style Size A B" C D Arm 180° Quad Fixture 14' 14' 7" 2" 5" 11 23 29 30 Ibs 356mm 178mm 152mm' 127mm 13 6 kgs 19" 19" 10" 2 " 5" 21 40 55 55 Ibs 483mm 254mm 51mmt 127mm 24 � kgs 26' 26" 12' 12" 8" 3 5 7 0 8 9 95 Ibs ccn.. ....,. — onc )nr—_ OM" Qq 1 km A Note T19 housing B dimension is 12', EPA's are 2 2, 4 3 and 6 4, and weiaht is 65 Ibs VS units with sag lens have overall heights of B 3/4' (EH/H- 14),13 3/8' (EH /H -19) ano 21' (H -26) 4 -way units have arm lengths of 6' (H -14) and 9' (H -19) Note C = Arm Lenoth 0 = Arm Height Page 89 C c x S P E C Housing (A, EH, H, J, W, B) Extruded housings (A, EH, JEH, WE, and BE) feature four precisely mitered and welded 0130" aluminum side sections Fabricated housings (H, JH, WH, BH) are single piece, multi- formed 0 06" aluminum sheet with an integral reinforcing spline All units feature press formed aluminum top, which is welded to housing sides After finishing, pressure infected silicone is applied to all miters and points of material transition providing a continuous weather -tight seal Luminaires are prewired and suitable for installation without accessing housing Form Ten S (EP, EA, EW) lower housing is composed of precisely mitered and internally welded aluminum extrusions Upper section consists of 0 25" extruded acrylic sides and aluminum sheet top Prismatic units (EPS, EAS, EWS) feature internal prismatic acrylic which provides a subtle crystalline sparkle White translucent unites (EPG, EAG, EWG) feature internal white diffusing acrylic which provides a soft, evenly illuminated glow Pressure infected silicone provides a continuous weather -tight seal at all points of material transition Arm (EH, H, BE, BH, EA) Extruded aluminum arm features integral channel to support tie rods maintaining housing to pole (or wall bracket) alignment Yoke (JEH, JH) The co -axial fitter -yoke assembly is fabricated from extruded rectangular aluminum tubing with welded mitered corners THe yoke -to -pole fitter is designed and manufactured specifically for the pole, ensuring transitions are clean and continuous Form Ten S (EP) 9/16" diameter parallel yokes of high strength, low mass schedule 40 steel are precisely contoured to match the housing silhouette Yoke assembly is designed for mounting compatibility with Gardco CA4 5 pole Welds are not visible at the luminaire or pole attachment Yoke is electro- galvanized and coated with satin black polyurethane Wall Bracket Hooking diecast aluminum wall bracket conceals 10 gauge mounting plate Form Ten S (EW) ballast is mounted in wall bracket At the heart of the Gardco optical system, two levels of mirror - polished facets are precisely aligned with the arc tube of an HID lamp so as to present it with optimal reflective surfaces The configured, hammertone uplight recovery box directs lumens out and away from below the luminaire, eliminating hotspots Precise lamp positioning assures sharp cutoff of light minimizing glare and controlling light trespass No optical system can consistently match the predictable, exacting performance of this faceted, sharp cutoff Form 10 Page 90 r ! P `t Lens Mitered, extruded anodized aluminum door frame retains the optically clear, heat and impact resistant tempered flat glass in a sealed manner sing hollow section, high compliance, memory retentive extruded silicone rubber Concealed stainless steel latch and hinge permit easy toolless access to the luminaire Optical Systems The segmented Form Ten optical system is homogenous sheet aluminum, electro - chemically brightened, anodized, and sealed The segmented reflectors are set in faceted arc tube image duplicator patterns to achieve desired distribution The mogul base lampholder is glazed porcelain with a nickel plated screw shell 50MH, 70MH, and 10OMH units have medium base lampholder Metal halide units with horizontally positioned mogul base sockets featured lamp stabilizers ,ensuring precise arc tube positioned mogul base sockets feature lamp stabilizers ensuring precise arc tube positioning Electrical Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20 °F High Pressure Sodium ballasts operate lamps within ANSI trapezoidal limits Metal Halide and Mercury Vapor ballasts are medium regulation auto transformer providing ±10% variation from rated input voltage Component -to- component wiring within the luminaires will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150 °F or higher Finish Painted units feature hardcoat fade resistant thermal cured polyester finish Extruded units (A, EH, JEH, WEand BE) are available with Aluminum Association Architectural Class I Anodizing, Labels All Fixtures bear UL and /or CUL (where applicable) Wet Location labels Gardco reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program Gafdco's segmented reflector optical system has been awarded U S Patent #3746854 The Gardco Form Ten X optical system has been awarded U S Patent #5690422 Optional clear or amber drop acrylic diffuser provide a decorative accent to luminaires Memory retentive silicone gasket won't take a set which can result in gaps after relamping Flat surfaces, sharp corners and precise geometric proportions characterize the pure architectural forms of the Square Form 10 product line Page 91 %,,,, t - 0 +, df 4,0 �,. e- 4" CRUCIFORM ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting CA4 straight aluminum pole consists of a one -piece 4" cruciform extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat. 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 E CA4 8 D1 BRA SR CA4 8' D1 1 Way BRA Bronze Anodized SR Single Receptacle 10' D2 2 Way NA Natural Anodized VDA Vibration Dampener 12' D3 3 Way BLA Black Anodized Nipples and Couplings 15' D4 4 Way BRP Bronze Paint 18' M,H* T2 2 3/8" OD Tenon NP Natural Paint NL Nipple - External thread 20' M,H* T4 4" OD Tenon BLP Black Paint CL Coupling - Internal thread WP White Paint Indicate height above base, orientation to hand hole and size (112 ", 314", 7 , 7 114 ", 1 112 ") OC Optional Color `Refers to steel base tenon size (length and thickness) based on wind (Specify RAL designation Side Mount Bulhom Brackets load factors M = Medium, H= Heavy as shown in Color Selection Guide) Al5BH* Single SC Special Color A215BH* 2 -Tenon Refer to Aluminum Pole Accessories cutsheet 79415 -25 additional Floodlight and Bullhorn Brackets (Must supply color chip ) Add "-79" for 7 9" 0 for 2 4" OD Refer to Accessory sheet t 79415-25 for details 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.) (inches) EPA -FT2 EPA -FT2 EPA -FT2 (inches) (inches) (inches) CA4 -8 71811 1.25 .100 13.8 17.1 238 7.0 5/8 x 18 x 3 3.0 CA4 -10 91811 1.25 .100 8.9 11.7 15.7 7.0 5/8 x 18 x 3 3.0 CA4 -12 11 i 8" 1.25 .100 55 7.8 10.9 7.0 5/8 x 18 x 3 3.0 CA4 -15 141911 2 .100 2.6 43 6.7 7.0 3/4 x 17 x 3 3.0 CA4 -18M 17' 9" 4 .100 14 29 51 7.0 3/4 x 17 x 3 3.0 CA4 -18H 171911 6 .100 1 6 35 6.1 70 3/4 x 17 x 3 3.0 CA4 -20M 19' 9" 4 .100 - 09 2.8 7.0 3/4 x 17 x 3 3.0 CA4 -20H 191991 6 .100 - 1 4 3.6 7.0 3/4 x 17 x 3 30 '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 load capability "Factory supplied template must be used when setting anchor bolts Gardco/Emco Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 Gardco t.ighting/EMCC Lighting reserves the right to change materials or 510/357 -6900 in California FaX 510/357 -3088 modify the design of its product without notification as part of the company's continuing product improvement program sitelighting.com ® EM © Copyright Gardco Lighting 2D01 -2004 All Rights Reserved International Copyright Secured Genl yt a Thomas Group LLC LIGHTING LIGHTING 79415- 13/0104 Page 92 0- POLES CRUCIFORMALUMINUM S P E C I F I C A T I O N S POLE SHAFT: The pole shaft is a one - piece, 4" cruciform, seamless 6000 series extruded aluminum tubing and is heat - treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 100" BASE TENON ASSEMBLY: The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom. The base is provided with slotted bolt holes to accommodate a ± 5" variation in the rotational flexibility The entire assembly is hot - dipped galvanized Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L bend on one end and threaded on the opposite end Anchor bolts are completely hot dipped galvanized Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER A two - piece, fabricated aluminum cover completely conceals the entire base plate and anchorage The base cover is secured to the base assembly with four (4) stainless steel fasteners T Bol Cut hole in template 1/16' larger Man HANDHOLE: The handhole has a nominal rectangular 2" X 4" Inside opening in the pole shaft and tenon assembly Included is an aluminum cover plate with attachment screws The handhole is located 18" above the base and 1800 clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm For two arms the handhole Is located directly under one arm POLE TOP CAP: Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel alien head set screws FINISH: Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions- The charted weights include luminaire(s) and /or mounting bracket(s) The wind velocities are based on 10 mph increments from 80 mph through 100 mph Poles to be located in areas of known abnormal conditions may require special consideration For example coastal areas airports and areas of special winds NOTE Internal clearance of tenon/pole mounting bolts dictates allowable area for stub -ups Poles are designed for ground mounted applications Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole WARNING: This design information is intended as a general guideline only The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage The addition of any items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage. GENERAL INFORMATION: Mounting height is the vertical distance from the base of the lighting pole to the center of the luminaire arm at the point of luminaire attachment Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 900 or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates CA4 Pole 21/4• role Base/Tenon Assembly San Leandro, CA 94577 Cover Bracket Cover Mounting Screws (4) 5/6' or 3/4" 510/357 -6900 in California Anchor Botts (4) Base Cover sitellghting corn ® Top Nuts (4) Cage Nut Lock Washers (4) Tenon -Pole Mtg Bolts 79415-13/0104 /Lockwashers/Nuts (4) Rat Washers (4) 3" Max Grout as required after r leveling pole o s > . Leveling Nuts (4) e n Concrete footing to suit soil conditions Typical 3/4" stub -up 2 112" Max above concrete base Gardco Lighting/EviCO Lighting reserves the right to change matenals or modify the design of its product without notification as part of the company's continuing product Improvement program © Copyright Gardco Lighting 2001 -2004 All Rights Reserved International Copyright Secured Page 93 Section Base 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 —e ,�- 510/357 -6900 in California Fax 510/357 -3088 sitellghting corn ® E Genlyte Thomas Group LLC LIGHTING LIGHTING 79415-13/0104 POLES 5" CRUCIFORM ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting CA5 straight aluminum pole consists of a one -piece 5" cruciform extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat. 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 POLE SIZE FINISH OPTIONS CA5 12 H PREFIX - HEIGHT D1 WALL THICKNESS (inches) BRA BOLT CIRCLE (inches) GFCI I I CA5 12' D1 1 Way BRA I Bronze Anodized DR Duplex Receptacle 15' D2 2 Way NA Natural Anodized GFCI Ground Fault Receptacle 18' D3 3 Way B LA Black Anodized VDA Vibration Dampener 20, D4 4 Way 25' M,H* BRP Bronze Paint Nipples and Couplings T2 2 318" OD Tenon NP Natural Paint 10.0 T4 4" OD Tenon BLP Black Paint NL Nipple - External thread .130 WP White Paint CL Coupling - Internal thread 4.0 OC Optional Color Indicate height above base, orientation to hand - - 3.6 10.0 (Specify RAL designation as hole and size (112 ", 314 ", 1, 1 114 ", 1 112 ") *Refers to steel base tenon size (length and thickness) based on 241911 7 shown in Color Selection Guide ) Side Mount Bulhorn Brackets wind load factors M = Medium, H =Heavy 1 x 36 x 4.5 4 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 luminaire(s) EPA before selecting the pole with the appropriate wind load capability "Factory supplied template must be used when setting anchor bolts Gardco/EMCO Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS SC Special Color A15BH* Single (Must supply color chip) Refer to Aluminum Pole Accessories cutsheet 79415 -25 A215BH* 2 -Tenon additional Floodlight and Bullhorn Brackets "Add " -19" for i 9" OD or 24" for 2 4" OD Refer to Accessory sheet 79415 -25 for details CATALOG NUMBER POLE SIZE MAXIMUM LUMINAIRE LOADING* San Leandro, CA 94577 ANCHOR BOLT DATA''` PREFIX - HEIGHT BASE ACTUAL TENON HEIGHT HEIGHT (ft.) WALL THICKNESS (inches) 100 MPH 90 MPH 80 MPH EPA -FT2 EPA -FT2 EPA -FT2 BOLT CIRCLE (inches) BOLT SIZE (inches) MAX PROJ. (inches) CA5 -12 111911 2.5 .130 178 23.0 30.3 10.0 1 x 36 x 4.5 4 0 CA5 -15 141911 2.5 130 10.4 143 19.6 10.0 1 x 36 x 4.5 4 0 CA5 -18 1719" 2.5 130 5.4 8.4 12.5 10.0 1 x 36 x 4.5 4 0 CA5 -20 191911 2.5 .130 2.8 53 8.8 10.0 1 x 36 x 4.5 4.0 CA5 -25M 24' 9" 4 .130 - - 3.6 10.0 1 x 36 x 4 5 4.0 CA5 -25H 241911 7 .130 - 1.5 5.0 10.0 1 x 36 x 4.5 4 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 luminaire(s) EPA before selecting the pole with the appropriate wind load capability "Factory supplied template must be used when setting anchor bolts Gardco/EMCO Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 �� 800/227 -0758 Gardco Lighting /EMCO Lighting reserves the right to change materials or 510/357 -6900 in Caltfomia modify the design of its product without notification as part of the company's Fax 510/357 -3088 n continuing product improvement program sitelighting coin , ® � © Copyright Gardco Lighting 2001 -2004 All Rights Reserved International Copyright Secured Genlyte Thomas Group LLC LIGHTING LIGHTING 79415-15/0104 Page 94 POLES _ 4. R .. ,� . S P E C I F I C A T I O N S POLE SHAFT. The pole shaft is a one - piece, 5" cruciform, seamless 6000 series extruded aluminum tubing and is heat - treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 130" BASE TENON ASSEMBLY. The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom The base is provided with slotted bolt holes to accommodate a ± 5" variation in the rotational flexibility The entire assembly is hot - dipped galvanized. Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L" bend on one end and threaded on the opposite end Anchor bolts are completely hot dipped galvanized Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER: A two- piece, fabricated aluminum cover completely conceals the entire base plate and anchorage. The base cover is secured to the base assembly with four (4) stainless steel fasteners 10' BC Cut hole in template 1/16' larger than HANDHOLE The handhole has a nominal rectangular 2 5/8" X 5" Inside opening in the pole shaft and tenon assembly Included is an aluminum cover plate with attachment screws The handhole is located 20" above the base and 180° clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm For two arms the handhole is located directly under one arm POLE TOP CAP Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel allen head set screws FINISH: Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions The charted weights include luminaire(s) and /or mounting bracket(s) The wind velocities are based on 10 mph increments from 80 mph through 100 mph Poles to be located in areas of known abnormal conditions may require special consideration For example coastal areas, airports and areas of special winds NOTE Internal clearance of tenon/pole mounting bolts dictates allowable area for stub -ups Poles are designed for ground mounted applications Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole WARNING This design information is intended as a general guideline only The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage The addition of any items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation. Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage. GENERAL INFORMATION: Mounting height is the vertical distance from the base of the lighting pole to the center of the luminaire arm at the point of luminaire attachment Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 90° or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates CA5 Pole 3 114' ,Ole Base/Tenon Assam* �- Cover Bracket Cover Mounting Screws (4) =�_ Fax 510/357 -3088 1' Anchor Bolts (4) Base Cover A GenlyteThomas Group LLC Top Nuts (4) Cage Nut O Lock Washers (4) Tenon -Poie Mtg Botts /Lockwashers/Nuts (4) Flat Washers (4) 3 112" Max Grout as required after leveling pole Leveitng Nuts (4) Concrete tooting to suit sod condrbons Section Base Typical 3/4' stub -up 2 3/4' Max above concrete base Gardco Lighting/EMCO Lighting reserves the right to change materials or modify the design of its product without notfication as part of the company's continuing product improvement program © Copyright Gardco lighting 2001 -2004 All Rtgnts Reserved International Copyright Secured Page 95 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 — 0 510/357 -6900 in California =�_ Fax 510/357 -3088 - sitelighting corn A GenlyteThomas Group LLC LIGHTING LIGHTING 79415 - 15/0104 6" CRUCIFORM ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting CA6 straight aluminum pole consists of a one -piece 6" cruciform extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat. 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 CA6 15 D1 BRA GFCI CA6 15' D1 1 Way BRA Bronze Anodized DR Duplex Receptacle 18' D2 2 Way NA Natural Anodized GFCI Ground Fault Receptacle 20' D3 3 Way BLA Black Anodized VDA Vibration Dampener 25 D4 4 Way BRP Bronze Paint Nipples and Couplings 28' 30' M,H* T2 2 318" OD Tenon NP Natural Paint NL Nipple - External thread :n' W T4 4" OD Tenon BLP Black Paint WP White Paint CL Coupling - Internal thread OC Optional Color indicate height above base, orientation to hand (Specify RAL designation as hole and size (112', 314', 1, 1 114' 1 112') 'Refers to steel base tenon size (length and thickness) based on wind shown in Color Selection Guide) Side Mount Bulhorn Brackets load factors M = Medium, H = Heavy SC Special Color A15BH* Single Refer to Aluminum Pole Accessories cutsheet 79415 -25 (Must supply color chip) A215BH* 2-Tenon additional Floodlight and Bullhorn Brackets Add =19" for 1 9° OD or'74" for 2 4' OD Refer to Accessory sheet 79415 -25 for details 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.) (inches) EPA -FT2 EPA -FT2 EPA -FT2 (inches) (inches) (inches) CA6 -15 141911 3 170 24.6 32.1 47.6 11.0 1 x 36 x 4.5 50 CA6 -18 171911 3 .170 15.5 214 295 11 0 1 x 36 x 4.5 50 CA6 -20 191911 3 .170 10.9 16.0 23.0 11.0 1 x 36 x 4.5 50 CA6 -25 241911 3 .170 2.1 5.8 11.0 11.0 1 x 36 x 4 5 50 CA6 -28 271911 3 .170 - - 5.5 11.0 1 x 36 x 4.5 5.0 CA6 -30M 291911 6 .170 - - 4.7 11.0 1 x 36 x 4 5 50 CA6 -30H 291911 9 .170 1.8 65 12.0 12.0 1.25 x 42 x 6 50 CA6 -33H 32' 9" 9 .170 - 1.8 6.4 12.0 1.25 x 42 x 6 5.0 'Warning Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, must be added to the lummaire(s) EPA before selecting the pole with the appropriate wind load capability Factory supplied template must be used when setting anchor bolts Gardco/Emco Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS Gardco Lighting /EMCO Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program Q Copyright Gardco Lighting 2001 -2004 All Rights Reserved International Copyright Secured 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 510/357 -6900 In California is Fax 510/357 -3088 sltellghting corn Genlyte Thomas Group LLC LIGHTING LIGHTING 79415-16/0104 Page 96 0- CRUCIFORM POLES �s, S P E C I F I C A T I O N S POLE SHAFT. The pole shaft is a one - piece, 6" cruciform, seamless 6000 series extruded aluminum tubing and is heat - treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 170" BASE TENON ASSEMBLY The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom The base is provided with slotted bolt holes to accommodate a ± 5' variation in the rotational flexibility The entire assembly is hot - dipped galvanized Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L" bend on one end and threaded on the opposite end 1' anchor bolts are completely hot dipped galvanized 1 1/4" anchor bolts are galvanized 12" on the threaded end Four (4) property sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER A two- piece, fabricated aluminum cover completely conceals the entire base plate and anchorage The base cover is secured to the base assembly with four (4) stainless steel fasteners 11' Boh C HANDHOLE: The handhole has a nominal rectangular 3" X 5" Inside opening in the pole shaft and tenon assembly Included is an aluminum cover plate with attachment screws The handhole is located 20" above the base and 1800 clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm For two arms the handhole is located directly under one arm POLE TOP CAP Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel alien head set screws FINISH Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN. The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions The charted weights include luminaire(s) and /or mounting bracket(s) The wind velocities are based on 10 mph increments from 80 mph through 100 mph Poles to be located in areas of known abnormal conditions may require special consideration For example coastal areas, airports and areas of special winds Poles are designed for ground mounted applications Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole WARNING This design information is intended as a general guideline only The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and intended usage The addition of any items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage GENERAL INFORMATION: Mounting height is the vertical distance from the base of the lighting po to the center of the luminaire arm at the point of luminaire attachment Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 90° or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates Cut hole in template 1/16' larger than is used NOTE Internal clearance of tenon/poie mounting bolts dictates ailowable area for stub -ups 6 Pole CA6 Pole 4' Base/Tenon Assembly San Leandro, CA 94577 Cover Bracket Cover Mounting Screws (4) 1' or 1 114" /,—Anchor Bolts (4) Base Cover 6' Cage Nut I Top Nuts (4) Tenon -Pole Mtg Bolts C) Lock Washers (4) /LockwashersINuts (4) LIGHTING LIGHTING Flat Washers (4) 4• Max Grout as reouired after leveling pole ° Leveling Nuts (4) Concrete footing to • stub -up suit soil conditions above concrete base Section Base Gardco Lighting /EMCO Lighting reserves the right to change materials or modify the design of Its proouct without notification as part of the companys continuing product improvement program © Copyright Gardco Lighting 2001 -2004 All Rights Reserved International Copyright Secured Page 97 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 510/357 -6900 in California �— Fax 510/357 -3088 sltelighting com Genlyte Thomas Group LLC LIGHTING LIGHTING 79415-16/01 04 POLES 4" STRAIGHT SQUARE ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting SSA4 straight aluminum pole consists of a one -piece 4" square extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat. 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 BASE TYPE DRILLING FINISH OPTIONS PSA4 10 AF D1 BRA SR '''''l SSA4 S' AF Fixed Base D1 1 Way BRA Bronze Anodized SR Single Receptacle 10' D2 2 Way NA Natural Anodized VDA Vibration Dampener 12' D3 3 Way BLA Black Anodized 15' Nipples and Couplings D4 4 Way BRP Bronze Paint 18 M,H * T2 2 318" OD Tenon NP Natural Paint NL Nipple - External thread 20' M,H* CL Coupling Internal thread T4 4" OD Tenon BLP Black Paint p g - WP White Paint indicate height above base, orientation to hand hole and size (112', 314 ", 1, 1 114 ", 1 112') OC Optional Color `Refers to steel base tenon size (length and thickness) based on wind load factors (specify RAL designation as Side Mount Bulhom Brackets L = Light, M = Medium, H = Heavy shown in Color Selection Guide) SC Special Color A15BH* Single Hinged Bases are available for this pole Please refer to Hinged Base (Must supply color chip) A215BH* 2 -Tenon Pole sheet 79415 -23 for specificabons and dimensions Add " -19" for 1 9" OD or '24 "for 2 4" OD Refer Refer to Aluminum Pole Accessories cutsheet 79415 -25 to Accessory sheet 79415 -25 for details additional Floodlight and Bullhom Brackets 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 -) (inches) EPA -FT2 EPA -Ff2 EPA -FT2 (inches) (Inches) (inches) SSA4 -8 71811 1.25 .100 13.8 17.6 23.0 7.0 5/8 x 18 x 3 3.0 SSA4 -10 91811 125 .100 8.9 11 7 15.7 7.0 5/8 x 18 x 3 3.0 SSA4 -12 11 ' 8" 1 25 .100 5.5 7.8 10.9 7.0 5/8 x 18 x 3 3.0 SSA4 -15 141911 2 .100 2.6 4.3 6.7 7.0 3/4 x 17 x 3 3 0 SSA4 -18M 17' 9" 4 100 1 4 2.9 5 1 7.0 3/4 x 17 x 3 3.0 SSA4 -18H 17' 9" 6 .100 1.6 3.5 6.1 7.0 3/4 x 17 x 3 3.0 SSA4 -20M 19' 9" 4 .100 - 0.9 2.8 7.0 3/4 x 17 x 3 3.0 SSA4 -20H 19' 9" 6 .100 - 1.4 3.6 7.0 3/4 x 17 x 3 3.0 'Warning Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessones attached to the pole, must be added to the luminaire(s) EPA before selecting the pole with the appropriate wind load capability -Factory supplied template must be used when setting anchor bolts Gardco/Emco Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 Gardco Lighting /EMCO Lighting reserves the right to change materials or 510/357 -6900 in California modify the design of its product without notification as part of the company's Fax 510/357 -3088 continuing product improvement program sttelighting corn Q Copyright Gardco lighting 2001 -2004 9 All Rights Reserved International Copyright Secured Genlyte Thomas Group LLC LIGHTING LIGHTING 79415- 1/0104 Page 98 O 411 STRAIGHT SQUARE ALUMINUIV S P E C I F I C A T I O N S POLE SHAFT. The pole shaft is a one - piece, 4" square, seamless 6000 series extruded aluminum tubing and Is heat treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 100' BASE TENON ASSEMBLY: The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and Is circumferentially welded on both top and bottom The base is provided with slotted bolt holes to accommodate a ± 5" variation in the rotational flexibility The entire assembly is hot - dipped galvanized Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS- Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L" bend on one end and threaded on the opposite end Anchor bolts are completely hot dipped galvanized Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER: A two- piece, fabncated aluminum cover completely conceals the entire base plate and anchorage The base cover is secured to the base assembly with four (4) stainless steel fasteners T Boi Cut hole in template 1/1 V larger than HANDHOLE The handhole has a nominal rectangular 2" X 4" Inside opening in the pole shaft and tenon assembly Included is an aluminum cover plate with attachment screws The handhole Is located 18" above the base and 1800 clockwise with respect to the Iuminaire arm when viewed from the top of the pole for one arm For two arms the handhole is located directly under one arm POLE TOP CAP. Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel alien head set screws FINISH: Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN- The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions* The charted weights include luminaire(s) and /or mounting bracket(s) The wind velocities are based on 10 mph Increments from 80 mph through 100 mph Poles to be located In areas of known abnormal conditions may require special consideration For example coastal areas, airports and areas of special winds Poles are designed for ground mounted applications Poles mounted on structures (such NOTE Internal ciearance of tenon/pole mounting bolts dictates allowable area for stub -ups as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole WARNING This design Information is intended as a general guideline only The customer is solely responsible for proper selection of pole, Iuminaire, accessory and foundation under the given site conditions and Intended usage The addition of any items to the pole, in addition to the Iuminaire, will dramatically Impact the EPA load on that pole It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, Iuminaire, accessories, and foundation Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysts or product selections Failure to Insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage. GENERAL INFORMATION. Mounting height is the vertical distance from the base of the lighting pole to the center of the Iuminaire arm at the point of Iuminaire attachment. Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 900 or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates Base/Tenon, Pole Cover Mounting S B& Tenon -Pole Mto Botts /Lockwashers/Nuts (4) Typical 314 Stub -up 2 1/2' Max above concrete base Gardco Lighting/EMCD Lighting reserves the right to change matenais or modify the design of its product wrthout notification as part of the company's continuing product improvement program © Copyright Garoco Lighting 2001 -2004 All Rights Reserved International Copynght Secured Section Base Cover Bracket 5/8' or 3/4' Anchor Bolts (4) Top Nuts (4) Lock Washers (4) Flat Washers (4) Grout as required after leveling pole Leveling Nuts (4) Concrete footing to suit sod conditions 2661 Alvarado Street San Leandro, CA 94577 *® 800/227 -0758 510/357 -6900 in California 9; Fax 510/357 -3088 sitelighttng corn EIVIIIII.A.0 Genlyte Thomas Group LLC LIGHTING LIGHTING 79415-1/0104 Page 99 5" STRAIGHT SQUARE ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting SSA5 straight aluminum pole consists of a one -piece 5" square extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat. 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 BASE TYPE DRILLING FINISH OPTIONS SSA5 H 12 H AF H D1 GFCI SSA5 12' AF Fixed Base D1 1 Way BRA Bronze Anodized DR Duplex Receptacle 15' D2 2 Way NA Natural Anodized GFCI Ground Fault Receptacle is, D3 3 Way B LA Black Anodized VDA Vibration Dampener 20, D4 4 Way 25' M,H* B R P Bronze Paint Nipples and Couplings T2 2 3/8" OD Tenon NP Natural Paint NL Nipple - External Thread T4 4" OD Tenon BLP Black Paint WP White Paint CL Coupling - Internal thread 'Refers to steel base tenon size (length and thickness) based on wind OC Optional Color Indicate height above base, onentation to hand g load factors M = Medium, H = Heavy (Specify R,4L designation hole and sue (112 ", 314 ', 1, 1 114', 1 712 ") as shown in Color Side Mount Bulhom Brackets Hinged Bases are available for this pole Please refer to Hinged Selection Guide) Base Pole sheet 79415 -23 for specifications and dimensions SC Special Color A15BH* Single (Must supply color chip) A215B H* 2 -Tenon Refer to Aluminum Pole Accessories cutsheet 79415 -25 Add "-19° for 1 9" or ` for 2 4" OD Refer additional Floodlight and Bullhorn Brackets to Accessory sheet t 79415-25 for details 1 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.) (inches) EPA -FT2 EPA -FT2 EPA -FT2 (inches) (inches) (inches) SSA5 -12 111911 2.5 .130 178 230 30.3 10.0 1 x 36 x 4.5 4.0 SSA5 -15 1419" 2.5 .130 104 14.3 19.6 10.0 1 x 36 x 4.5 4.0 SSA5 -18 171911 25 .130 5.4 84 12.5 10.0 1 x 36 x 4 5 40 SSA5 -20 191911 2.5 130 2.8 5.3 8.8 10.0 1 x 36 x 4.5 4.0 SSA5 -25M 24' 9" 4 .130 - - 3.6 10.0 1 x 36 x 4.5 4.0 SSA5 -25H 24' 9" 7 .130 - 1 5 5.0 10.0 1 x 36 x 4.5 4.0 *Warning: Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessories attached to the pole, must be added to the luminwre(s) EPA before selecting the pole with the appropriate wind load capability Factory supplied template must be used when setting anchor bolts Gardco /Emco Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 Gardco Lighting /EMCO Lighting reserves the right to change materials or 510/357 -6900 in Californias'J modrfy the design of its product without notification as part of the company's Fax. 510/357 -3088 continuing product improvement program srtelight,ng corn � � � © Copyright Gardco Lighting 2001 -2004 All Rights Reserved international Copyright Secured Genlyte Thomas Group LLC LIGHTING LIGHTING 79415 - 3/0104 Page 100 POLES S P E C I F I C A T I O N S POLE SHAFT- The pole shaft is a one - piece, 5" square, seamless 6000 series extruded aluminum tubing and is heat treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 130" BASE TENON ASSEMBLY- The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom The base is provided with slotted bolt holes to accommodate a ± 5' variation in the rotational flexibility The entire assembly is hot - dipped galvanized Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS- Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L" bend on one end and threaded on the opposite end Anchor bolts are completely hot dipped galvanized Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER- A two- piece, fabricated aluminum cover completely conceals the entire base plate and anchorage The base cover is secured to the base assembly with four (4) stainless steel fasteners HANDHOLE. The handhole has a nominal rectangular 2 5/8' X 5' inside opening in the pole to" Bc Cut hole in template 1/16' larger than shaft and tenon assembly Included is an aluminum cover plate with attachment screws The handhole is located 20' above the base and 180° clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm For two arms the handhole is located directly under one arm POLE TOP CAP: Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel allen head set screws FINISH: Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN- The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions The charted weights include luminaire(s) and /or mounting bracket(s) The wind velocities are based on 10 mph increments from 80 mph through 100 mph Poles to be located in areas of known abnormal conditions may require special consideration For example. coastal areas, airports and areas of special winds Poles are designed for ground mounted applications Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation NOTE Internal clearance of tenon/pole mounting bolts dictates allowable area for stub -ups Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole. WARNING This design information is Intended as a general guideline only The customer is solely responsible for proper selection of pole, luminaire, accessory and foundation under the given site conditions and Intended usage The addition of any Items to the pole, in addition to the luminaire, will dramatically impact the EPA load on that pole It is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminaire, accessories, and foundation Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage. GENERAL INFORMATION: Mounting height is the vertical distance from the base of the lighting pole to the center of the luminaire arm at the point of luminaire attachment Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 900 or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates S Base/Tenon Pole Cover Mounting E B: Tenon -Pole Mtg Bolts /Lockwashers/Nuts (4) 3 Typical 3/4' Stub -up 2 314 Max above concrete base Gardco Lighting /EMCO Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program © Copyright Gardco Lighting 2001 -2004 All Rights Reserved International Copyright Secured Page 101 Section Base C o,fer Bracket V Anchor Botts (4) Top Nuts (4) Lock Washers (4) Rat Washers (4) Grout as required after leveling pole Leveling Nuts (4) Concrete footing to suit sod condibons 2661 Alvarado Street San Leandro, CA 94577 �-- 800/227 -0758 510/357 -6900 in California — Fax 510/357 -3088 sitelighting com anclo Genlyte Thomas Group LLC LIGHTING LIGHTING 79415- 310104 POLES � 6" STRAIGHT SQUARE ALUMINUM GENERAL DESCRIPTION: The Gardco /Emco Lighting SSA6 straight aluminum pole consists of a one -piece 6" square extruded aluminum lighting standard mounted to a structural quality carbon galvanized 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 powdercoat 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 SSA6 15 D1 BRA GFCI SSA6 15' D1 1 Way BRA Bronze Anodized DR Duplex Receptacle 18' D2 2 Way NA Natural Anodized GFCI Ground Fault Receptacle 20' D3 3 Way BLA Black Anodized VDA Vibration Dampener 25' D4 4 Way BRP Bronze Paint Nipples and Couplings 28, 30' M, H" T2 2 318" OD Tenon NP Natural Paint Nipple - External thread NL pP 33' H* T4 4" OD Tenon BLP Black Paint WP White Paint CL Coupling - Internal thread 'Refers to steel base tenon size (length and thickness) based on OC Optional Color Indicate height above base, orientation to hand hole and size (112', 314', 1, 1 114', 1 112") wind load factors M = Medium, H = Heavy (Specify RAL designation as shown in Color Selection Guide) Side Mount Bulhorn Brackets Refer to Aluminum Pole Accessories cutsheet 79415 -25 SC Special Color A15BH* Single additional Floodlight and Bulihom Brackets (Must supply color chip) A215BH* 2 -Tenon 'Atdd " -19' for 19' OD or 24" for 2 4' OD Refer to Accessory sheet 79415 -25 for details 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 PROD. HEIGHT HEIGHT (ft.) (inches) EPA -Fr2 EPA -FT2 EPA -FT2 (inches) (inches) (inches) SSA6 -15 141911 3 170 24.6 32.1 42.6 11.0 1 x 36 x 4 5 5.0 SSA6 -18 17' 9" 3 .170 15.5 21.4 29.5 11.0 1 x 36 x 4.5 5.0 SSA6 -20 191911 3 .170 10.9 16.0 23.0 11.0 1 x 36 x 4.5 5.0 SSA6 -25 2419" 3 .170 21 5.8 11 0 11.0 1 x 36 x 4.5 5.0 SSA6 -28 271911 3 .170 - - 5.5 11.0 1 x 36 x 4.5 5.0 SSA6 -30M 29' 9" 6 170 - - 47 11.0 1 x 36 x 4.5 50 SSA6 -30H 291911 9 .170 1 8 6.5 12.0 12.0 1.25 x 42 x 6 5.0 SSA6 -33H 321911 9 .170 - 1 8 6.4 12.0 1 25 x 42 x 6 5.0 *Warning Additional wind loading, in terms of EPA, from banners, cameras, floodlights and other accessones attached to the pole, must be added to the lummaire(s) EPA before selecting the pole with the appropriate wind load capability - Factory supplied template must be used when setting anchor bolts Gardco /Emco Lighting will not honor any claim for incorrect anchorage placement resulting from failure to use factory supplied templates TYPE POLE HEIGHT DRILLING FINISH OPTIONS 2661 Alvarado Street San Leandro, CA 94577 800/227 -0758 Gardco Lighting /EMCO Lighting reserves the right to change materials or 510/357 -6900 In California modify the design of its product without notification as part of the company's'°r Fax 510/357 -3088 continuing product improvement program sltelighting.com ®' © Copyright Gardco Lighting 2001 -2004 LIGHTING LIGHTING All Rights Reserved International Copyright Secured Genlyte Thomas Group LLC 79415- 4/0104 Page 102 POLES 6 STRAIGHT ALUMINUM P / POLE SHAFT The pole shaft is a one - piece, 6" square, seamless 6000 series extruded aluminum tubing and is heat - treated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI Pole wall thickness is 170" BASE TENON ASSEMBLY- The tenon anchor base assembly consists of structural quality carbon steel tubing with a minimum 46 KSI yield strength welded to a structural steel base with a guaranteed minimum yield strength of 50 KSI The base plate telescopes the pole shaft and is circumferentially welded on both top and bottom The base is provided with slotted bolt holes to accommodate a ± 5" variation in the rotational flexibility The entire assembly is hot - dipped galvanized Four (4) mechanically galvanized fasteners secure the aluminum pole shaft to the base tenon assembly ANCHOR BOLTS Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 psi Bolts have an "L bend on one end and threaded on the opposite end 1" anchor bolts are completely hot dipped galvanized 1 1/4" anchor bolts are galvanized 12" on the threaded end Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified BASE COVER: A two- piece, fabricated aluminum cover completely conceals the entire base plate and anchorage. The base cover is secured to the base assembly with four (4) stainless steel fasteners HANDHOLE. The handhole has a nominal rectangular 3' X 5" inside opening in the pole shaft 11 Bolt C1 and tenon assembly Included is an aluminum cover plate with attachment screws The handhole Is located 20" above the base and 180° clockwise with respect to the luminaire arm when viewed from the top of the pole for one arm For two arms the handhole Is located directly under one arm POLE TOP CAP: Each pole assembly is provided with a removable cast aluminum pole top cap The pole top cap is secured with two (2) stainless steel allen head set screws FINISH Poles are available with bronze, natural or black Aluminum Association Architectural Class 1 anodized finish Electrostatically applied, thermally cured TGIC polyester powdercoat finish is also available DESIGN: The poles as charted are designed to withstand dead loads and predicted dynamic loads developed by variable wind speeds with an additional 30% gust factor under the following conditions The charted weights include luminaire(s) and/or mounting bracket(s) The wind velocities are based on 10 mph Increments from 80 mph through 100 mph Poles to be located in areas of known abnormal conditions may require special consideration For example coastal areas, airports and areas of special winds Poles are designed for ground mounted applications Poles mounted on structures (such as buildings and bridges) may also necessitate special consideration requiring Gardco /Emco Lighting's recommendation Cut hole in template 1/16' larger than is used NOTE Internal clearance of tenonipole mounting bolts dictates allowable area for stub -ups Height correction factors and drag coefficients are applied to the entire structure An appropriate safety factor is maintained based on the minimum yield strength of the material incorporated in the pole WARNING This design information is Intended as a general guideline only The customer is solely responsible for proper selection of pole, luminalre, accessory and foundation under the given site conditions and intended usage The addition of any Items to the pole, in addition to the lummaire, will dramatically impact the EPA load on that pole It Is strongly recommended that a qualified professional be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, luminalre, accessories, and foundation Gardco /Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selections. Failure to insure proper site analysis, pole selection, loads and installation can result in pole failure, leading to serious injury or property damage GENERAL INFORMATION: Mounting height Is the vertical distance from the base of the lighting pole to the center of the luminalre arm at the point of luminalre attachment Twin arms as charted are oriented at 180° with respect to each other For applications of two (2) arms at 900 or other multiple arm applications, consult the factory NOTE Factory supplied template must be used when setting anchor bolts Gardco Lighting will not honor any claim for incorrect anchorage placement from failure to use factory supplied templates m W Pole SSA4Nut ' Base/Tenon As Cover Mounting Scr Base 13/15 CaTenon -Pole Mtg Bolts /Lockwashers/ Nuts (4) 4 Gardco Ltahtino /EMCO Lighting reserves the right to change materials or modify the design of Its product without notification as part of the company's continuing product improvement program © Copyright Gardco Lighting 2001 -2004 All Rights Reserved international Copyright Secured Page 103 Cover Bracket 1 or 1 114' Anchor Bolts (4) Top Nuts (4) Lock Washers (4) I Flat Washers (4) Grout as required after leveling pole Leveling Nuts (4) Concrete footing to suit sod conditions EMCU LIGHTING 79415 -4/0104 i.. F rt•i� �. �., kta`!ay p.'.'� x�S fir .7l;.. $"FS �:,� PHOTOELECTRIC _ FOR Tu M -LOCK STREET LIGHTING with Surge Arrestor APPLICATIONS 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 respond to natural daylight SPECIFICATIONS Operational Level: Turn -ON is 1 to 3 f /c. Turn -OFF is approximately five times turn -ON Temperature Range: - 400 to + 140 °F (- 400 to + 60 °C ) 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 rms Critical impulse sparkover is 10,000 amps, 1-1/2 x 40 ms wave, 2000 volts Cadmium Sulphide Cell: Epoxy coated for maximum stability. Directional Orientation: Omni - directional. Contacts: Normally closed. (Fail in ON position) CSA Models: 2003, 2004, 2007D, 2003S, 2004S 2000 SERIES .contains cost effective 112 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 i DIMENSIONS I DIMENSIONS T 1 718' • 483 mm _Receptacle Surface_ 2003/2004/2007D T 1 3/4" 44 5 mm _Receptacle Surface 2005/2007/2008 TURN -LOCK PHOTOELECTRIC CONTROL ACCESSORIES Page 104 Receptacle with •acket Z" AWG #12 leads, :olor coded 0•' AWG n14 leads, :olor coded ip: Model 2500 z ;« .+. .._...... > -. .xk_.:r: -o y.r .. �.• ... .... :.,' .. r.,., ...�. _.,F ,.x ... ,..:, .. .. ,-ffi r, �.z ,.;fit`:. ;ti?5.�...t,; w.� , - - � - ,- �... Q • r Single-Pole o Breakaway Holders Breakaway Holders consist of two parts for a complete unit One part Is the Fuseholder, which contains the Load Terminal, and the other part is the Breakaway, which contains the Line Terminal These can be ordered as a complete unit or as individual parts Catalog Symbols: Breakaway Unit: (Includes Fuseholder, Breakaway part and Insulating Boots) HEB- AW -RL4, HEB -AW- RIC -AM (2) (3), HEB -AW- RLC -B, HEB -AW- RLC -C, HEB -AW- RLC -J, HEB -AW -RYA, HEB -AW -RYC, HEB -BW- RLC -A, HEB -BW- RLC -B, HEB -BW -RYC, HEB -JW- RLC -J, HEB -JW -RYC, HEB -KW- RLC -J, HEB -KW -RYC, HEB- LW -RLA, HEB -LW- RLC -J, HEB -LW -RYA Fuseholder Only: HEB- AVV(2), HEB- BW( �), HEB- DW(2), HEB -JW, HEB -LW Breakaway Part RLC -A, RLC -B, RLC -C, RLC -J, RYC, RLA, RYA Agency Information: (1)UL Recognized, Guide IZLT2, File E14853 (2)CSA Certified, Class 6225 -01, File 47235 (3)CE Ordering Information: HEB — W — Load Line Terminal Terminal Example: A single -pole, breakaway, In -line holder for 1%2" x 1 %2' fuses A single #12 solid copper wire is on the load side A copper crimp is desired Two #6 solid copper wire is on the line side A copper set -screw is desired 1. Choose HEB- Series 2. Choose "AVV" for load side 3. Choose "RYC' for line side Complete Catalog Number. HEB -AW -RYC Recommended Torque on Coupling Nut: 10 -20 in-lb Specification Data - Line Side Breakaway Breakaway Receptacles Conductor Data Catalog Terminal Type Size R m Symbol m a v c O ` O .`.. Z 12 cn rn ' MW #12 to 2 1 -RLC-,� , MM111111191 Aluminum Set-Screw 0=111111101 (9 #12 to #2 1 -RLA. OR v ♦.i ) Jill Solid Breakaway (Required with W Breakaway Receptacle) Insulating Boots Catalog Numbers Type 2A0660 Single Conouctor t. + 2A0661 Two Conductor Two Insulating boots come standard with the Breakaway units (ex HEB -AW- RLC -A) The Insulating boots are not included with the Non- Breakaway Holders (ex HEB -AA) or the Individual pieces of the Breakaway parts (ex HEB -AW, RLC -A) Two insu- lating boots must be ordered for each holder when ordering them separately When Insulated boots are utilized, extra heat retention requires that fuses are sized at a minimum of 200% of the RMS load current The only controlled copy of this Data Sheet is the electronic read -only version located on the Bussmann Network Drive All other copies of this document are by definition uncontrolled This bulletin is intendea to dearly present comprehensive product data and provide technical information that will help the end user with desion applications Bussmann reserves the right without notice to change design or construction of any products and to discontinue or limit distribution of any products Bussmann also reserves the right to change or update without notice ary technical information con- tained in this bulletin Once a product has been selected it should be tested by the user in all possible applications C®®PER Bussmann 7 -16-03 N03082 Page 105 Form No HEB Series Page 2 of 3 Data Sheet 2127 Directions To select complete holder PM, work from left to nght startng with load terminal options and then line terminal options Then determine breakaway or non - breakaway style (1)UL Recognized, Guide lZLT2, File E14853 other t t onac our focal Bussmann representative for oer terminations not listed (2'CSA Certified, Class 6225 -01, File 47235 C Y p p (3 CE (4 HEB -AW -RLC -C is for (1) #4 Stranded Wire only Form No HEB Series COOPER Bussmann Page 3 of 3 7 -16 -03 N03082 Data Sheet 2127 Page 106 Load Terminal Line Terminal Available P /N's Terminal No of Solid Stranded Terminal No of Solid Stranded Non - Breakaway Breakaway PIN Type Wire Size Wires per Terminal Wire Wire Type Wire Size Wires per Terminal Wire Wire PIN (Boots not included) (Boots included) Copper #12 to #8 1 Y Y Copper #12 to #8 1 Y Y NEB- AA(1)(2) HEB- AW- RLCA(1)(2) Crimp #12 2 Y Y Crimp #12 2 Y Y 3 3 Copper #12 to #8 1 Y Y Copper #6 to #4 1 Y Y HEB HEB- AW -RLGB Crimp #12 2 Y Y Crimp #10 2 Y Y -AB(2) Copper #12 to #8 1 Y Y Copper #4 1 N Y 2 HEB -ACO HEB -AW- RLC -C( 4 ) Cnm #12 2 Y Y Crimp (4) #8 2 Y Y Copper #12 to #8 1 Y Y Copper #2 1 N Y HEB -AD(2) N/A Cnmp #12 2 Y Y Crimp #6 2 Y Y Copper #12 to #8 1 Y Y Copper 210 1 N Y HEB -AE(2) N/A Cnmp #12 2 Y Y Cnm #3 2 N Y Copper #12 to #8 1 Y Y Copper #12 to #3 1 Y Y HEB -AJ HEB -AW -RLC -J Crimp #12 2 Y Y Set -Screw Copper #12 to #8 1 Y Y Copper #12 to #3 2 Y Y HEB -AK HEB -AW -RYC Crimp #12 2 Y Y set -screw Copper #12 to #8 1 Y Y Aluminum #12 to #2 1 Y Y HEB -AL HEB- AW -RLA Crimp #12 2 Y Y Set -Screw Copper #12 to #8 1 Y Y Aluminum #12 to #2 2 Y Y HEB -AY NEB -AW -RYA Crimp #12 2 Y Y Set -Screw Copper #12 to #8 1 Y Y Aluminum #1, #2 1 N Y HEB -AR N/A Crimp #12 2 Y Y Cnm Copper #6, #4 1 Y Y Copper #12 to #8 1 Y Y HEB -BA(2) HEB -BW -RLC -A Crimp #10 2 Y Y Crimp #-12 2 Y Y Copper #6, #4 1 Y Y Copper #6, #4 1 Y Y HEB -1313(2) HEB -BW -RLC -B Crimp #10 2 Y Y CnmD #10 2 Y Y Copper #6, #4 1 Y Y Copper #4 1 N Y HEB -BC(2) N/A Crimp #10 2 Y Y Crimp #8 2 Y Y Copper #6, #4 1 Y Y Copper #2 1 N Y HEB -BD(2) N/A Crimp #10 2 Y Y Crimp #6 2 Y Y Copper #4 1 N Y Copper #4 1 N Y HEB -CC(2) N/A Crimp #8 2 Y Y Cnmo #8 2 Y Y Copper #2 1 N Y Copper #2 1 N Y NEB -DD(2) N/A Cnmp #6 2 Y Y Crimp #6 2 Y Y Copper #20, #18 1 Y y Copper #12 to #8 1 Y Y HEB -ZA N/A Crimp CnMD #12 2 Y Y Copper #12 to #3 1 Y Y Copper #12 to #3 1 Y Y HEB -JJ HEB -JW -RLC -J rew Copper #12 to #3 1 Y Y Copper #12 to #3 2 Y Y HEB -JK HEB -JW -RYC Set -Screw Set -Screw Copper #12 to #3 1 Y Y Aluminum #12 to #2 1 Y Y HEB -JL N/A Set -Screw Set -Screw Copper #12 to #3 1 Y Y Aluminum #12 to #2 2 Y Y HEB -JY N/A Set -Screw Set -Screw Aluminum #12 to #2 1 Y y Aluminum #12 to #2 1 Y Y HEB -LL HEB- LW -RLA Set -Screw Set -Screw Aluminum #8 1 N Y Aluminum #8 1 N Y HEB -NN N/A Crimp #6 1 Y N Crimp #6 1 Y N Aluminum #6 1 N Y Aluminum #6 1 N Y HEB -PP(2) N/A Crimp #4 1 Y N CnMQ #4 1 Y N Aluminum #3, #4 1 N Y Aluminum #3, #4 1 N Y HEB -QQ(2) N/A Crimp #2 1 Y N Crimp #2 1 Y N Aluminum #1 #2 1 N Y Aluminum #1, #2 1 N Y HEB -RR(2) N/A Crimp Crimp Aluminum 1/0 1 N Y Aluminum 1/0 1 N Y HE$ -TT(2) N/A Cnm Crimp SolidTerminal #8 to #12 1 Y N SoliclTermmai #8 to #12 1 Y N HEB -SS N/A for aluminum connector #10 to #14 1 N Y for aluminum connector #10 to #14 1 N Y (1)UL Recognized, Guide lZLT2, File E14853 other t t onac our focal Bussmann representative for oer terminations not listed (2'CSA Certified, Class 6225 -01, File 47235 C Y p p (3 CE (4 HEB -AW -RLC -C is for (1) #4 Stranded Wire only Form No HEB Series COOPER Bussmann Page 3 of 3 7 -16 -03 N03082 Data Sheet 2127 Page 106 Breakaway Holders Catalog Symbol: HET -AW- RLC -A, HET -AW- RLC -B, HET -AW- RLC -C, HET -AW- RLC -J, HET -AW -RYC, HET -BW- RLC -B, HET -BW -RYC, HET -JW, HET -JW- RLC -J, HET -JW -RYC, and HET -AW In -Line Fuseholders, Single -Pole Example: A single -pole, in -line, breakaway holder for a neutral is requested A single #10 solid, copper crimp Is on the load side A single #10, solid wire and a copper crimp is needed on the line side 1 Choose HET- series 2 Choose "A" from 1 st page for load side 3 Choose "W" for breakaway requirement 4 Choose "RLC -A" for breakaway receptacle on line side Complete Catalog Number: HET -AW -RLC -A Ordering Information: HET — Ud — Load Line Terminal Terminal Recommended Torque on Coupling Nut: 10-20)n-lb Catalog and Specification Data Breakaway Receptacles Conductor Data Catalog Terminal Type Size a Symbol Line a B - Terminal o ` o ` z r cn in (3) Copper Crimp "12 to #8 1 -RLC -A MW MMI O 6 1 -RLC -B N4 1 -RLC -C Copper Set -Screw QVIti l N C � �� ,,• ` �j '�r it �" �� ®. � • M=11101181 Solid Breakaway (Required with w 19 breakaway Receptacle) The only controlled copy of this Data Sheet is the electronic read -only version located on the Bussmann Network Drive All other copies of this document are by definition uncontrolled This bulletin is intended to clearly present comprehensive product data and provide technical information tnat will help the end user with design applications Bussmann reserves the nght without notice to change design or constructor of any products and to discontinue or limit distribution of any products Bussmann also reserves the right to change or update without notice any technical information con- tained in this bulletin Once a product has been selected it should be tested by the user in all possible applications COOPER Bussmann 7 -16 -03 N03082 Page 107 Form No HET Series Page 2 of 2 Data Sheet 2125 Cross Link USE or RHW or RHH Building Wire Copper and Aluminum Conductor -600 Volts Single conductor crossiinked Polyethylene in- sulated wire suitable for operation at 90 °C in dry locations (RHH) and 75 °C in wet locations (RHW) Also-suitable for direct burial as Type USE at 750C in sizes 12 AWG and larger Size 1 030 015 18 35 AWG 10 Insul. 030 Net Wt. Lbs. or No. Thick. O.D. M Ft. 030 MGM Strands In. In. Copper Aluminum 14` 1 045 16 21 50 12 1 045 18 30 18 10 1 045 20 43 23 14' 7 045 17 22 180 12 7 045 19 31 20 10 7 045 21 45 26 8 7 060 27 72 42 6 7 060 31 107 52 4 7 060 36 160 71 2 7 060 42 243 105 i 19 080 49 312 135 1!0 19 080 53 384 160 210 19 080 58 476 195 3/0 19 080 63 591 240 410 19 080 69 733 290 250 37 095 77 873 350 300 37 095 82 1040 405 350 37 095 87 1190 460 400 37 095 92 1360 520 500 37 095 1 01 1681 625 600 61 110 1 12 2027 755 750 61 110 1 23 2511 920 1000 61 110 1 38 3316 1190 USE J Building Wire Copper a iii Alzmair, onductor -600 Volts Single conductor EPR insulated, Hypalon jacketed cables for use in circuits not exceed- ing 600 volts Listed by UL as Type USE for underground use in wet locations at 75° C Also listed by UL as Type RHH or RHW for general purpose wiring applications at 90 °C in dry locations and 75° C in wet locations in- stalled in air, conduit or other recognized raceways Size AWG Insul. Jacket Net Wt. Lbs. or No. Thick. Thick. O.D. M Ft. MCM Strands In. In. In. Copper 12 1 030 015 18 35 030 10 1 030 015 22 50 8 7 12 7 030 015 19 35 286 10 7 030 015 22 50 12 1 8 7 045 015 28 80 122 --tp.6 — 7— 045- 030 — 35 —125 7 4 7 045 030 39 180 030 2 7 045 030 46 270 1 1 19 055 045 55 360 1 0 1/0 19 055 045 59 435 0 2/0 19 055 045 64 530 12 1 310 19 055 045 69 650 177 410 19 055 045 75 805 5 250 37 065 065 85 980 4 350 37 065 065 95 1325 7 500 37 065 065 108 1825 6C 750 61 080 065 1 30 2680 08C 1000 61 080 065 1 46 3520 'Not approved for direct burial Packaging Saes 14 throucn 8 AWG, 500' car- ton, 1000 N R Reel, 6 thrcugh 2 AWG, 500' coil, 1000 N R Reel, 1 AWG and larger, 500 and 1000' reels Type USE Underground Service Cable Cooper and Aluminum Conductor -600 Volts Two and three conductor Type RHW insulated with Neoprene jacket suitable for operation in wet or dry locations at a maximum temperature OT 75° C Underground service entrance cable for direct earth burial, conduit. duct or aerial applications Contact Graybar for complete specifications and packaging Packaging Saes 14 through 10 AWG, 500' carton and 2500' spool, 8 AWG and larger, 500 -1000' Reels SER Service Entrance Cable Aluminum Conductor -600 Volts y r NI Three Three conductors insulated with Type XHHW crosslinked Polyethylene are cabled together with fillers and one bare ground conductor with a tape over them and gray PVC overall jacket Suitable for operation at 90 °C in dry locations or 75° C in wet locations Type NM Ikon- Metallic Sheathed Cable Copper Conductor — 600 Volts Two and three conductor Polyvinyl Chloride in- sulated wire with Polyvinyl Chloride jacket suit- able for both exposed and concealed work in dry locations at 600C Ground wire, when present, is bare copper Insul. Net Wt., Size No. Thick. 0. D. Lbs AWG Strands In. In. M Ft_ Two Conductor — Without Ground Wire 14 1 030 20x.45 63 12 1 030 22x 50 78 10 1 030 24x52 109 8 7 045 39x69 185 6 7 060 46x88 286 TWo Conductor —With Ground Wire 14 1 030 20x46 73 12 1 030 23x50 88 10 1 030 25x54 122 8 7 045 39x71 205 6 7 060 45x87 353 Three Conductor — Without Ground Wire 14 1 030 AS 99 12 1 030 48 133 10 1 030 52 178 8 7 045 72 291 6 7 060 85 447 4 7 060 94 650 Three Conductor —With Ground Wire 14 1 030 AA 96 12 1 030 47 130 10 1 030 53 177 8 7 045 71 290 6 7 060 85 443 4 7 060 96 646 Packaging Saes 14 through 10 AWG, 250' carton, 1000 spool, 8 through 6 AWG, 125' coil, 1000' reel Conductors Insul. Size No. AWG Strands Bare Ground Insul. Jacket Size, Thick. Thick AWG In. in. 00. In. Net Wt. Lbs. M Ft 6 7 6 -7 045 030 75 163 4 7 6 -7 045 030 86 225 3 7 5 -7 045 030 93 266 2 7 4 -7 045 030 1 00 318 1 19 3 -7 060 030 1 15 395 1/0 19 2 -7 060 045 1 25 473 210 19 1 -19 060 045 1 40 570 310 19 1/0 -19 060 045 145 690 4/0 19 2/0 -19 060 045 1 63 840 Packaging 50041000' Reel Copyright C) 1990 by Prices on Request— Please Contact Your Nearest Graybar Office Page 108 1 -2 Bare Wire, y Cable Bare Copper Wire Stranded Made to the specifications of the American Society for Testing Materials which are the recognized American standards Size Solid Class B Stranding AWG or Area Dia. M. Lbs. No. Dia. Wt. Lbs. MCM Cir Mils in. M Ft. Strands In. M FL 14 4,110 0641 1240 7 073 127 12 6,530 0808 1980 7 092 20.2 10 10,380 1019 31 43 7 116 320 9 13,090 1144 3962 7 130 404 8 16,510 1285 500 7 146 51 6 26,240 1620 794 7 184 81 4 41,740 2043 1263 7 232 129 2 66 360 2576 2009 7 292 205 1 — — — 19 332 258 110 — — — 19 373 326 210 — — — 19 419 411 310 — — — 19 470 518 410 — — — 19 528 653 250 — — — 37 575 772 300 — — — 37 630 926 350 — — — 37 681 1081 400 — — — 37 728 1235 500 — — — 37 813 1544 600 — — — 61 893 1853 750 — — — 61 998 2316 1000 — — — 61 1 152 3088 Need tools? See Section S. Copyright 3 1990 by S ice Drop an Secondary Cable Alumin Conductor -600 Volts Multi- conductor c vered with a wall of insula- ting crosslinked P yethylene and spiraled around the bare AC \Al enger conductor Messenger serves e neutral and the supporting memberthe insulated con- ductors free of tensivailable with con - ventional Polyeth ylation rA Concentric Wire Primary UD Cable Aluminum Conductor- 15,000 Volts 0°C Two- conductor cable conqAting of aluminum conductor insulated with 0 inch crosslinked Polyethylene plus 030 I ch conductive insu- lation shield with bare, oated- cooper concen- tric neutral approxim ely equivalent to power conductor Triplex econdary UD Ca e Aluminum onductors -600 Volts -90° C i ee conductors, insulated with crosslinked clyethylene —black on two chase conductors, yeilow on neutral— cacled ,vithcut covering For direct burial or nstallat.en n ducts Also available in Type USE Phase Insulated Bare Ins. Shield 10 14 10 14 10 12 10 12 Conductor essenger Net Insulation Conductor Insul. Diameter Neutral Wt. Nom Wt. Size No. Thick. Si No. Lbs. Code Word AWG Str In AW Str M Ft DUPLEX Two Conducto 1;0 i9 2 Sheeherd -XLP 6 7 031 6 6 80 Terrier XLP 4 7 031 4 61 i 121 TRIPLEX — Three Conductors 210 19 Voluta -XLP 6 7 047 6 611 1 Periwinkle -XLP µ 047 4 611 18 Ccrch -XLP 2 7 047 2 611 278 Cockle -XLP 2 7 0,17 4 611 244 Nentina -XLP 1,0 7 063 110 611 446 Janthina -XLP 1rC 7 063 2 611 392 Rurcina -XLP 2-10 7 063 210 611 53 Razor -XLP µr0 7 063 410 611 2uzara -XLP 4,0 -9 063 410 611 27 QUADRAPLEX — Four Conducto I-'acknev -XLP -i 7 047 4 238 Palomino -XLP 2 7 047 2 i' 359 Standarcbreo- XLP 110 7 063 i i 611 570 Ccstena -XLP 1,0 '9 063 0 611 568 Stallion -XLP 410 7 063 410 6/1 1075 Aooalcosa -XLP 410 19 06 410 611 1070 Packaging 4s requirec rA Concentric Wire Primary UD Cable Aluminum Conductor- 15,000 Volts 0°C Two- conductor cable conqAting of aluminum conductor insulated with 0 inch crosslinked Polyethylene plus 030 I ch conductive insu- lation shield with bare, oated- cooper concen- tric neutral approxim ely equivalent to power conductor Triplex econdary UD Ca e Aluminum onductors -600 Volts -90° C i ee conductors, insulated with crosslinked clyethylene —black on two chase conductors, yeilow on neutral— cacled ,vithcut covering For direct burial or nstallat.en n ducts Also available in Type USE Phase 0 258 0 283 0 325 0 362 insulation Ins. Shield 10 14 10 14 10 12 10 12 Conductors Neutral ]2500 5 Ft 500 t 500 Ft Insulation Conductor Size Diameter Neutral Thickness Nom Wt. A G or No Size No Inches Lbs M Strands AWG Strands Phase Neut. M Ft 7 4 7 062 045 260 1;0 i9 2 7 078 045 410 2-0 19 1 19 078 055 490 3,0 110 19 078 055 604 s,0 1 210 19 078 055 710 250 37 310 19 094 055 900 350 37 4i0 19 094 055 1195 Packaging 1C reels Aluminum PE UD /URD Cable Construction: Sin conductor class "B" strand aluminum e uded thermosetting t conductor shield r u XLPP insulation, extruded semi- conductin 'SL shield, full neutral or third neutral oncentric wire conductors 1617*M§i:1r� V&- Nuu�rr -� Solid 2 110 Solid 110 0 258 0 283 0 325 0 362 insulation Ins. Shield 10 14 10 14 10 12 10 12 Approx. 3d5 360 480 5C0 ]2500 5 Ft 500 t 500 Ft Conductor Diameter Diameter Neutral Overall 7Approx. Size Diameter Inch inch Copper Diameter NeAW Inch + 030" + 050" # /Size Inch h Up 1617*M§i:1r� V&- Nuu�rr -� Solid 2 110 Solid 110 0 258 0 283 0 325 0 362 670 695 735 770 750 775 815 850 10 14 10 14 10 12 10 12 0 880 0 905 0 975 1 010 3d5 360 480 5C0 ]2500 5 Ft 500 t 500 Ft Prices on Request— Please Contact Your Nearest Graybar Office Page 109 1 -4 Wire Section of Catalog This section is designed primarily to show stan- dard wires and cables in everyday use If you cannot find a particular type of wire listed, please call your Graybar Distributor Center FOR A QUOTATION TO SOLVE A SPECI- FIC PROBLEM, please furnish the foilow- Ing Information for each Item: 1. Total length 2. Number of Insulated conductors 3. Size of conductors —solid or stranded 4. Type of conductor — copper, aluminum 5. Thickness and type of Insulation 6. Finish and/or jacket 7. Rated voltage 8. Grounding and shielding require- ments, If any 9. Cutting lengths and shipping requirements 10. Any special specifications or appli- cation requirements of wire. Type XHHW Cross Link Building Wire Copper and Aluminum Conductor -600 Volt Type Building Wire Copper and Aluminum Conductor -600 Volts Single conductor Polyvinyl Chloride insulated wire suitable for operations at 75° C in wet loca- tions and 90° C in dry locations Highly resis- tant to moisture, oil and chemicals Also listed as 90° C wire by UL Size AWG I Insul. N Net Wt. Lb& or N No. T Thick. O O.R. M M Ft. MCM Strands I In. I In C Copper Aluminum 14 1 1 0 045 1 16 2 22 12 1 1 0 045 1 18 3 31 10 1 1 0 045 2 20 4 45 14 7 7 0 045 1 17 2 24 12 7 7 0 045 1 19 3 33 Single conductor crosslinked Polyethylene insulated wire suitable for operation at 90° C i dry locations and 75° C in wet locations May be installed in conduit duct or other recog nized racewav AWG or No Insul 0 D Lbs. MCM Strands Thick In M Ft 14 1 030 13 1E 14 7 030 14 1E 12 1 030 15 2: 12 7 030 16 2E 4/0 19 250 37 095 77 910 369 n 300 37 095 82 1080 429 y 350 37 095 87 1245 488 " 400 37 095 92 1520 546 500 37 095 1 01 1740 660 600 61 110 1 12 2310 798 750 61 110 1 23 2590 967 1000 61 110 1 37 3410 1244 10 1 030 17 37 10 7 030 18 40 8 7 045 24 65 6 7 045 28 98 4 7 045 33 150 2 7 045 39 231 1 19 055 45 294 1/0 19 055 49 366 2/0 19 055 54 453 3/0 19 055 59 568 4/0 19 055 65 707 250 37 065 71 839 300 37 065 77 982 350 37 065 82 1159 500 37 065 95 1635 750 61 080 1 18 2448 1000 61 080 1 33 3244 14 -12 -10 — Black, white, red, blue, green, brown, yellow, orange 8 Larger Block Packaging Saes 14 thru 8 AWG, 500' carton, 2500' N R Reel, 8 thru 500 1000' N R Reel Standard colors available 14, 12 AWG — black, white, red, blue, green, orange, brown, yellow, purple, 10, 8 AWG — black, white, red, blue, 6 through 2 AWG — black, white, red, 1 AWG and larger — black Packaging Sizes 14 through 10 AWG, 500' carton and 2500'N R Reel, 8 through 2 AWG, 500' coil 1000 N R Reel, 1 AWG and larger, 1000 N R Reel Let us help you take the guesswork out of building wire. Type THHN Or THNVN Thermoplastic (PVC) Nylon Armored Machine 'fool, Building or Appliance Wire Copper and Aluminum Conductor -600 Volts Approx. Size No. of Vinyl Nylon 0 D Ship.Wt. AWG Strands Insul Jacket Inch M /Ft 14 1 015 004 11 16 12 1 015 004 12 24 10 1 020 004 15 37 `18 16 015 004 09 8 '16 26 015 004 10 12 14 19 015 004 11 16 12 19 015 004 13 24 10 19 020 004 17 39 8 19 030 005 22 64 6 19 030 005 26 96 4 19 040 006 33 154 3 19 040 006 36 191 2 19 040 006 39 236 1 19 050 007 45 302 1/0 19 050 007 49 375 2/0 19 050 007 54 465 3/0 19 050 007 59 578 4/0 19 050 007 65 719 250 MCM 37 060 008 72 858 300 MCM 37 060 008 77 1021 350 MCM 37 060 008 83 1182 400 MCM 37 060 008 87 1350 500 MCM 37 060 008 96 1662 600 MCM 61 070 009 1 06 2019 750 MCM 61 070 009 1 17 2502 'Listed as TFFN 90° C Aopliance Wiring Material (800C Exposed to Oil) and 900C MTW 14, 12 AWG Stranded, Gray, pink, purple, black, white, brown, red, green, blue, yellow, orange 14, 12 AWG Solid Gray, black, white, brown, red, green, blue, yellow, orange 10 AWG Stranded Black, white, brown, red, green, blue, yellow, orange 10 AWG Solid Black, white, red, blue 8, 6 AWG Stranded Black, white, red, blue. 4 AWG Stranded Black, white, red Packaging Sizes 14 through 2 AWG, 500' coil, 1 AWG and larger 1000' NR Reel 14 -12 -10 2500' non - returnable reels available as stan- dard package Copynght © 7990 by - Prices on Request — Please Contact Your Nearest Graybar O f "e — 4/0 19 250 37 095 77 910 369 n 300 37 095 82 1080 429 y 350 37 095 87 1245 488 " 400 37 095 92 1520 546 500 37 095 1 01 1740 660 600 61 110 1 12 2310 798 750 61 110 1 23 2590 967 1000 61 110 1 37 3410 1244 10 1 030 17 37 10 7 030 18 40 8 7 045 24 65 6 7 045 28 98 4 7 045 33 150 2 7 045 39 231 1 19 055 45 294 1/0 19 055 49 366 2/0 19 055 54 453 3/0 19 055 59 568 4/0 19 055 65 707 250 37 065 71 839 300 37 065 77 982 350 37 065 82 1159 500 37 065 95 1635 750 61 080 1 18 2448 1000 61 080 1 33 3244 14 -12 -10 — Black, white, red, blue, green, brown, yellow, orange 8 Larger Block Packaging Saes 14 thru 8 AWG, 500' carton, 2500' N R Reel, 8 thru 500 1000' N R Reel Standard colors available 14, 12 AWG — black, white, red, blue, green, orange, brown, yellow, purple, 10, 8 AWG — black, white, red, blue, 6 through 2 AWG — black, white, red, 1 AWG and larger — black Packaging Sizes 14 through 10 AWG, 500' carton and 2500'N R Reel, 8 through 2 AWG, 500' coil 1000 N R Reel, 1 AWG and larger, 1000 N R Reel Let us help you take the guesswork out of building wire. Type THHN Or THNVN Thermoplastic (PVC) Nylon Armored Machine 'fool, Building or Appliance Wire Copper and Aluminum Conductor -600 Volts Approx. Size No. of Vinyl Nylon 0 D Ship.Wt. AWG Strands Insul Jacket Inch M /Ft 14 1 015 004 11 16 12 1 015 004 12 24 10 1 020 004 15 37 `18 16 015 004 09 8 '16 26 015 004 10 12 14 19 015 004 11 16 12 19 015 004 13 24 10 19 020 004 17 39 8 19 030 005 22 64 6 19 030 005 26 96 4 19 040 006 33 154 3 19 040 006 36 191 2 19 040 006 39 236 1 19 050 007 45 302 1/0 19 050 007 49 375 2/0 19 050 007 54 465 3/0 19 050 007 59 578 4/0 19 050 007 65 719 250 MCM 37 060 008 72 858 300 MCM 37 060 008 77 1021 350 MCM 37 060 008 83 1182 400 MCM 37 060 008 87 1350 500 MCM 37 060 008 96 1662 600 MCM 61 070 009 1 06 2019 750 MCM 61 070 009 1 17 2502 'Listed as TFFN 90° C Aopliance Wiring Material (800C Exposed to Oil) and 900C MTW 14, 12 AWG Stranded, Gray, pink, purple, black, white, brown, red, green, blue, yellow, orange 14, 12 AWG Solid Gray, black, white, brown, red, green, blue, yellow, orange 10 AWG Stranded Black, white, brown, red, green, blue, yellow, orange 10 AWG Solid Black, white, red, blue 8, 6 AWG Stranded Black, white, red, blue. 4 AWG Stranded Black, white, red Packaging Sizes 14 through 2 AWG, 500' coil, 1 AWG and larger 1000' NR Reel 14 -12 -10 2500' non - returnable reels available as stan- dard package Copynght © 7990 by - Prices on Request — Please Contact Your Nearest Graybar O f "e — 10 1 030 17 37 10 7 030 18 40 8 7 045 24 65 6 7 045 28 98 4 7 045 33 150 2 7 045 39 231 1 19 055 45 294 1/0 19 055 49 366 2/0 19 055 54 453 3/0 19 055 59 568 4/0 19 055 65 707 250 37 065 71 839 300 37 065 77 982 350 37 065 82 1159 500 37 065 95 1635 750 61 080 1 18 2448 1000 61 080 1 33 3244 14 -12 -10 — Black, white, red, blue, green, brown, yellow, orange 8 Larger Block Packaging Saes 14 thru 8 AWG, 500' carton, 2500' N R Reel, 8 thru 500 1000' N R Reel Standard colors available 14, 12 AWG — black, white, red, blue, green, orange, brown, yellow, purple, 10, 8 AWG — black, white, red, blue, 6 through 2 AWG — black, white, red, 1 AWG and larger — black Packaging Sizes 14 through 10 AWG, 500' carton and 2500'N R Reel, 8 through 2 AWG, 500' coil 1000 N R Reel, 1 AWG and larger, 1000 N R Reel Let us help you take the guesswork out of building wire. Type THHN Or THNVN Thermoplastic (PVC) Nylon Armored Machine 'fool, Building or Appliance Wire Copper and Aluminum Conductor -600 Volts Approx. Size No. of Vinyl Nylon 0 D Ship.Wt. AWG Strands Insul Jacket Inch M /Ft 14 1 015 004 11 16 12 1 015 004 12 24 10 1 020 004 15 37 `18 16 015 004 09 8 '16 26 015 004 10 12 14 19 015 004 11 16 12 19 015 004 13 24 10 19 020 004 17 39 8 19 030 005 22 64 6 19 030 005 26 96 4 19 040 006 33 154 3 19 040 006 36 191 2 19 040 006 39 236 1 19 050 007 45 302 1/0 19 050 007 49 375 2/0 19 050 007 54 465 3/0 19 050 007 59 578 4/0 19 050 007 65 719 250 MCM 37 060 008 72 858 300 MCM 37 060 008 77 1021 350 MCM 37 060 008 83 1182 400 MCM 37 060 008 87 1350 500 MCM 37 060 008 96 1662 600 MCM 61 070 009 1 06 2019 750 MCM 61 070 009 1 17 2502 'Listed as TFFN 90° C Aopliance Wiring Material (800C Exposed to Oil) and 900C MTW 14, 12 AWG Stranded, Gray, pink, purple, black, white, brown, red, green, blue, yellow, orange 14, 12 AWG Solid Gray, black, white, brown, red, green, blue, yellow, orange 10 AWG Stranded Black, white, brown, red, green, blue, yellow, orange 10 AWG Solid Black, white, red, blue 8, 6 AWG Stranded Black, white, red, blue. 4 AWG Stranded Black, white, red Packaging Sizes 14 through 2 AWG, 500' coil, 1 AWG and larger 1000' NR Reel 14 -12 -10 2500' non - returnable reels available as stan- dard package Copynght © 7990 by - Prices on Request — Please Contact Your Nearest Graybar O f "e — Standard colors available 14, 12 AWG — black, white, red, blue, green, orange, brown, yellow, purple, 10, 8 AWG — black, white, red, blue, 6 through 2 AWG — black, white, red, 1 AWG and larger — black Packaging Sizes 14 through 10 AWG, 500' carton and 2500'N R Reel, 8 through 2 AWG, 500' coil 1000 N R Reel, 1 AWG and larger, 1000 N R Reel Let us help you take the guesswork out of building wire. Type THHN Or THNVN Thermoplastic (PVC) Nylon Armored Machine 'fool, Building or Appliance Wire Copper and Aluminum Conductor -600 Volts Approx. Size No. of Vinyl Nylon 0 D Ship.Wt. AWG Strands Insul Jacket Inch M /Ft 14 1 015 004 11 16 12 1 015 004 12 24 10 1 020 004 15 37 `18 16 015 004 09 8 '16 26 015 004 10 12 14 19 015 004 11 16 12 19 015 004 13 24 10 19 020 004 17 39 8 19 030 005 22 64 6 19 030 005 26 96 4 19 040 006 33 154 3 19 040 006 36 191 2 19 040 006 39 236 1 19 050 007 45 302 1/0 19 050 007 49 375 2/0 19 050 007 54 465 3/0 19 050 007 59 578 4/0 19 050 007 65 719 250 MCM 37 060 008 72 858 300 MCM 37 060 008 77 1021 350 MCM 37 060 008 83 1182 400 MCM 37 060 008 87 1350 500 MCM 37 060 008 96 1662 600 MCM 61 070 009 1 06 2019 750 MCM 61 070 009 1 17 2502 'Listed as TFFN 90° C Aopliance Wiring Material (800C Exposed to Oil) and 900C MTW 14, 12 AWG Stranded, Gray, pink, purple, black, white, brown, red, green, blue, yellow, orange 14, 12 AWG Solid Gray, black, white, brown, red, green, blue, yellow, orange 10 AWG Stranded Black, white, brown, red, green, blue, yellow, orange 10 AWG Solid Black, white, red, blue 8, 6 AWG Stranded Black, white, red, blue. 4 AWG Stranded Black, white, red Packaging Sizes 14 through 2 AWG, 500' coil, 1 AWG and larger 1000' NR Reel 14 -12 -10 2500' non - returnable reels available as stan- dard package Copynght © 7990 by - Prices on Request — Please Contact Your Nearest Graybar O f "e — 14, 12 AWG Stranded, Gray, pink, purple, black, white, brown, red, green, blue, yellow, orange 14, 12 AWG Solid Gray, black, white, brown, red, green, blue, yellow, orange 10 AWG Stranded Black, white, brown, red, green, blue, yellow, orange 10 AWG Solid Black, white, red, blue 8, 6 AWG Stranded Black, white, red, blue. 4 AWG Stranded Black, white, red Packaging Sizes 14 through 2 AWG, 500' coil, 1 AWG and larger 1000' NR Reel 14 -12 -10 2500' non - returnable reels available as stan- dard package Copynght © 7990 by - Prices on Request — Please Contact Your Nearest Graybar O f "e — Thermo-Shrink' Heavy-Wall Heat Shrinkable Tubing ® TS -46 irradiated cross - linked polyolefin with 3 1 standard shrink ratio ® Adhesive liner provides complete insulation and protection to electrical splices in above- grade, underground or underwater applications ® Maximum flame retardancy ® Meets UL 486D, CSA C22 2 No 198 2, ANSI C119 1, Western Underground Guides Nos 2 4, 2 5, MIL -DTL- 23053/15, IEEE 383 Vertical Flame Test, ANSI C3720 2, ICEA S -19 -8 and NEMA insulation thickness requirements Shrink Temp ® Continuous operating temperature from -55 °C to 110°C Continuous I ® Rated for 600V, 90°C continuous use Tensile Strer ® Shrink temperature of 120 °C Ultimate Eloi `Consult the wire manufacturer's catalog for specific 0 D of wire and insulation All values are typical performance data and are not to be used as oesign data d N c usTEo Thermo- Shrink® Medium -Wall Heat Shrinkable End Caps ® Creates a watertight seal to protect the ends of power and control cords ® Effectively offers protection against oxidation, ozone, UV radiation, etc ® Coated with hot melt adhesive to ensure environment seal ® Fits easily over end of cable ® Protect povyer cables up to 1000V and telecommunication cable ® Recommended for both open air and underground power distribution cables with PVC, leadior XLPE sheaths ® Thermally stabilized cross - linked polylelin, coated with specially designed hot melt adhesive "Consult the wire manufactufers caralou lu, s)PMML v u vi Mir miu uiaumuuii " It It 11 1- 800 - 435 -0705 for Customer Service " 0 20" /5mm - 177"/ � 46 0 55 " /14mm 018 " /4 51711m 0 079 72 Omm 0 47 " /12mm -381 45mm 0 98 " /25mm 0 31" /Smm 0 091"/2 3mm 0 39 " /10mm - 0 71 " /18mm 2 76' 70mm 46-382 " 0 67 " /17mm - � 3 35 "/ ' 46 383 1 38" /35mm 0 59 " /15mm 0118 /3 Dm m 1 18 " /30mm 85mm " 1 77 "I45mm - 512 " / 46 2 95" /75mm 1 38" /35mm 0138 /3 Smm 2 76"/70mm -384 130mm 2 95" /75mm - 610 "I 46 387 4 72 " /120mm 2 36' /60mm 0 157"/4 Omm 4 33 " /110mm 155mm "Consult the wire manufactufers caralou lu, s)PMML v u vi Mir miu uiaumuuii " It It 11 1- 800 - 435 -0705 for Customer Service 1.1490161 11*0115offikill Features: • Flexible high density polyethylene • Continuous long lengths • High tensile strength • Available in wide variety of colors and sizes • Options include prelube, pull line installation and footage markings Benefits: • 30% less friction than PVC • Eliminates need for special bends and sweeps • Faster installation and reduced labor costs • Fewer joints— better system integrity • Can be pulled over long distances with minimum elongation Used to protect cables during and after Installation, Perma- Guard TM /SW is a smooth, solid wall conduit that can be used as an Innerduct or in direct burled applications When compared to PVC, Perma- Guard T"" /SW has 30% less pulling friction and, because it comes in continuous lengths, has fewer points The lower coefficient of friction means less stress will be placed on the cable during pulling TYPES AND SIZES OF SMOOTHWALL Perma- Guard TM /SW is available from 1/2" to 2" diameters Standard wall thicknesses Include SDR 17 through SDR 9 and Schedules 40 and 80 Available in a wide variety of colors and sizes For larger diameter conduit 2 5" through 10 ", see the Perma- Guard TM /LD large diameter conduit bulletin APPLICATIONS Innerduct — divides larger conduits by pulling multiple smaller conduits Direct Burial — directly burying one or more polyethylene conduits to make a single or multiple conduit system via installation methods such as trenching, plowing or directionally boring Information subject to change ALL PROPRIETARY RIGHTS RESERVED i _ f��'r L•`? y FR WA ,r.,, _ 9 ;i s 'i S t t. ),s CONDUIT ,L:,a& .,tdaf >�ynF7 *xEa .'Y'fsnxa<�z�lE syx.:r`fF�` _'3"m5 , .• . �.,. t A • 1 CONDUIT SPECIFICATIONS Nominal Conduit Nominal Outside Minimum Nominal Inside Weight Per Tensile Strength @ Supported Min. Size (In.) Diameter (in.) Wall (In.) Diameter (In.) M/Foot (Lbs.) 3.5% Strain (Lbs.) Bend Radius (in) cnn I r, r, 1 00" 1 315 084 1 127 150 990 12 1 25" 1 660 107 1 426 233 1543 15 1 50" 1 900 123 1 634 304 2009 18 2 00" 2 375 153 1 2049 466 3082 22 Qr)P 1 q r; 1 00" 1 315 097 1 101 167 1104 12 1 25" 1.660 123 1 394 262 1736 15 1 50" 1 900 141 1 598 341 2257 18 2 00" 2 375 176 2002 527 3489 21 qnR 11 1 00" 1 315 119 1 057 198 1307 12 1 25" 1 660 151 1 338 312 2063 15 1 50" 1 900 173 1 534 406 2686 18 2 00" 2 375 t .216 1 922 629 4160 1 21 NOTE ARNCO Corporation has made every attempt to assure that the information contained in this product bulletin is accurate The information supplied may change without notice This information is intended to inform the reader of the typical characteristics of the pipe and accessories that are described and should not be considered complete with regard to design considerations Contact an ARNCO representative regarding any questions about this document and to determine it the information contained within is current ' 6 ? 9 Center Cff*cui Breakers I T -E EQ® Load Centers 4 eQ d d. a } S 0P QT QT QPF QFP 1 Pole Dual Quad Circuit Breakers QP, QT (Plug -in) (60175C Rated 10,000A IC) Int. Rating Int. Rating int. Rating Ampere RMS Sym. Ampere RMS Sym. Ampere RMS Sym. Cat. # Rating Amperes Cat. fit Rating Amperes Cat. # Rating Amperes 1 Pole GFCI QPF 120 Volts AC 1201240 2 Pole QT Quad 120/240 2 Pole QP Common Trip Volts AC Common Trip - Center Poles Only Volts AC QF115 15 OF120 20 10 000 0215 150 Q2152OCT 15 -200 D OF130 30 0220 200 Q2153OCT 15.30© 2 Pole GFCI QFP 1201240 Volts AC Q225 250 02154OCT 15 -400J QF215 15 0230 30(D Q215SOCT 15-5002S 10 000 QF220 20 10,000 Q235 350 02202OCT 20 -20001) QF230 30 Q240 400 Q2203OCT 20 -300 D Q245 450 Q2204OCT 20-40(Z S Switching Neutral 0250 5000 02205OCT 20- 5000 2 Wire Common Trip 120 Volts AC 0260 600 10,000 2 Pole QP Common Trip 240 Volts AC QG2150 15 Q260S 6000 Q215R 15 QG220c1 20 10,000 Q270 70 Q220R 20 002300 30 0280 80 0230R 30 3 Wire Common Trip 120/240 Volts AC Q290 90 G240R 40 OG3150 15 02100 100 Q25OR 50 10,000 QG3200 20 10,000 Q2110 110 Q260R 60 QG33050 30 Q2125 125 G270R 70 1 Pole QP 1201240 Volts AC 2 pole QPP Common Trip 201240 p 02100R 100 Q115 15000 Volts AC 3 Pole QP Common Trip 240 Volts AC Q120 200 000 Q2125B 125© 0315 150 Q125 250 Q2150B 150® Q320 2020 Q130 300 02175B 175® 10 000 0335 2500 Q135 350 Q2200B 200® Q330 30 00 Q135 4000 10,000 Q2225B 2250 Q335 350 Q140 400 Q150 5000 2 Pole QT Quad 1201240 Volts AC Q340 400 Q155 5500 Q21515 is-1500 Q345 0350 450 500 10,000 Q160 600 Q22020 20 -2000 Q360 600 Q170 70 Q23020 30 -2000 0370 70 1 Pole Qt. -Dual 1201240 Volts AC Q23030 30 -3000 10,000 Q380 80 01515 15 -150 Q24020 40 -2000 Q3 90 Q1520 15 -20© 10,000 024030 40 -3000 031100 0 100 Q2020 20 -200 Q24040 40 -4000 02030 20 -300 OUL Listed for frequent switching applications (SWD duty) 00 HACK rated (D Molded Case Switch (Non - automatic circuit interrupter) ®For use on 200A modular and Una -pak metering and on 300A and above load centers Circuit breaker is tour poles wide 0Includes pressure wire connectors on load end only eOAlso available with 50 °C calibration for marine applications To order add 'M" suffix to catalog number (e g OG215M) (D For hign wattage, tungsten -lamp loads, having in -rush currents above Copyright O 1990 by 5 -39 the instantaneous trip setting of the standard breaker, add "T" suffix to Catalog Number OCatalog number represents two 2 -pole breakers —total width 2' ®Typical catalog number (e g 021520CT) represents two single -pole, outer poles (two 15A 1 -pole circuit breakers) and one 2 -pole inner breaker with common trip (one 20A 2 -pole circuit breaker) —total width 2" I -T -E EQ circuit breakers are listed by Underwriters Laboratories, Inc , under file #E82615 Prices on Request — Please Contact Your Nearest Graybar Office Page 114 RESIDENTIAL www.SquareD.com For the most up -to -date Information O® Circuit Breakers Class 685, 690, 730, 912, 950 Plug -On Circuit Breakers —UL Listed Amperes Interrupting Rating (AIR) In Amperes RMS Symmetrical 00-HM High magnetic trip circuit breakers are recommended for applications where high initial inrush may occur and for individual dimmer applications Ampere 1-pole Rating A Catalog No Pnce 120 Vac -- 10,000 AIR 15 00115HM ♦ * $2040 20 00120HM * 2040 00-AFI QO Circuit Breakers with arc fault protection in accordance with UL1699 = 1-pole 120 Vac 1 -pole 120 Vac Ampere 10,000 AIR 22,000 AIR Rating A 1 Space Required 1 Space Required Catalog No Pnce Catalog No Price 15 00115AFI* $160 Q0115VHAFI* $331 20 00120AFI* 160 Q0120VHAFI* 331 -A_, Q0-GFl QWIK -GARD® circuit breakers provide overload and short circuit protection, combined with Class A ground fault protection Class A denotes a ground fault circuit interrupter that will trip when a fault current to ground is 6 milliamperes or more, for people protection Do not connect to more than 250 feet of load conductor for the total one -way run to prevent nuisance tripping QWIK -CARD Circuit Breakers With Ground Fault Circuit Interrupter Ampere 1 -pole 2 -pole Common Trip Rating 120 Vac 1201240 Vac A 10,000 AIR 22,000 AIR 10,000 AIR 1 Space Required 1 Space Required 2 Spaces Required Catalog No Price Catalog No Pnce Catalog No Pnce 15 00115GF1 $155 00115VHGFI $321 00215GFI $275 20 00120GF) 155 00120VHGFI 321 0022DGFI 275 1;_! 00125GFI 155 00125VHGFI 321 00225GFI 275 30 00130GFI 155 00130VHGFI 321. Q0230GFI 275. 40 00240GFI 275 50 0025OGFI 275 60 00260GFI ■ 275 00-EPD QO-EPD circuit breakers provide overload and short circuit protection combined with Class B ground fault protection They are designed to provide ground fault protection of equipment at a 30 milliampere level They are not designed to protect people from electrical shock 00-SWN Switch Neutral Common Trip 2002 NEC® 514 11 1-pole 2 -pole Common Trip Ampere 120 Vac 1201240 Vac Rating 10,000 AIR 10,000 AIR A 1 Space Required 2 Spaces Required 00215SWN Catalog No Pnce Catalog No Pnce 15 00115EPD $273 00215EPD $440 20 OD12DEPD 273 0022DEPD 440. 25 00125EPD 273 QO225EPD 440 30 0013DEPD 273 0023DEPD 440 40 00125HID 2540 00240EPD 440 50 20000 30 00250EPD 440 60 5800 0033DHID 00260EPD■ 440 00-SWN Switch Neutral Common Trip 2002 NEC® 514 11 3 Wire 120/140 Vac 10,000 AIR 3 Spaces Required Catalog No Price 00310SWN $95 00315SWN 95 00320SWN 95 Q0325SWN 95 Q0330SWN 95 00340SWN 95 00350SWN 95 J 00-HID 00-HID Circuit Breakers HID circuit breakers are for use on circuits feeding fluorescent and high intensity discharge (HID) lighting systems such as mercury vapor, metal halide, or high pressure sodium These circuit breakers are physically interchangeable with QO circuit breakers f Rattling g 2 Wire 120 Vac Ampere Rating A 10,000 AIR 2 Spaces Required 120/240 Vac Catalog No Price 10 00210SWN $63 15 00215SWN 63. 20 00220SWN 63 25 00225SWN 63. 30 00230SWN 63 40 00240SWN 63 50 00250SWN 63 3 Wire 120/140 Vac 10,000 AIR 3 Spaces Required Catalog No Price 00310SWN $95 00315SWN 95 00320SWN 95 Q0325SWN 95 Q0330SWN 95 00340SWN 95 00350SWN 95 J 00-HID 00-HID Circuit Breakers HID circuit breakers are for use on circuits feeding fluorescent and high intensity discharge (HID) lighting systems such as mercury vapor, metal halide, or high pressure sodium These circuit breakers are physically interchangeable with QO circuit breakers f Rattling g 1 -pole 2-pole Common Trip 3 -pole Common Trip 120/240 Vac 120/240 Vac 240 Vac Price 10,000 AIR 10,000 AIR 10,000 AIR 60 1 Space Required 2 Spaces Required 3 Spaces Required 00300 Catalog No Price Catalog No Price Catalog No Price 15 00115HID ♦ $45 40 00215HID $58.00 60315HID $200 00 20 00120HID ♦ 2540 00220HID 58.00 00320HID 20000 25 00125HID 2540 00225HID 5800 00325HID 20000 30 00130HID 2540 O0230HID 5800 0033DHID 20000 40 00140HID 2540 00240HID 5800 50 00150HID 2540 O0250HID 1 58 00 QO -K Key operated QO circuit breakers are available in single -pole construction and can be mounted in any single -pole space which will accept a standard QO These circuit breakers can be turned ON or OFF or to RESET with a special key (Catalog No 00K10) included with the circuit breaker These circuit breakers are UL Listed and available as shown in the table A 10-30 ampere breakers are suitable for use with 60 °C or 75 °C conductors 35-60 ampere circuit breakers are suitable for use with 75 °C conductors ■ Suitable only for feeding 240 Vac and 208 Vac 2 wire loads Does not contain load neutral connection ♦ UL Listed as SWD (switching duty) rated Suitable for switching 120 Vac fluorescent lighting loads * UL Listed as HACR type for use with air conditioning, heating and refrigeration equipment having motor group combinations and marked for use with HACK type circuit breakers Non - automatic (Standard) Miniature Switches Miniature non - automatic switches have the same physical packaging as miniature circuit breakers, but open only when the handle is switched to the OFF position Non - automatic switches provide no overcurrent protection or short circuit protection They must not be used on systems that have an available fault current greater than the values listed in the table Non - automatic switches are UL Listed per UL 1087 and are CSA certified Non- automatic Miniature Switches, 240 Vac 10 kA Ampere 120 Vac-10,000 AiR (1 Space Required) Ampere Rating Catalog No Rating A Price Catalog No Price 10 60 00110K $109 15 00300 00115K 109 20 002000 Q0120K 109 25 00125K 1D9 30 00130K 109 A 10-30 ampere breakers are suitable for use with 60 °C or 75 °C conductors 35-60 ampere circuit breakers are suitable for use with 75 °C conductors ■ Suitable only for feeding 240 Vac and 208 Vac 2 wire loads Does not contain load neutral connection ♦ UL Listed as SWD (switching duty) rated Suitable for switching 120 Vac fluorescent lighting loads * UL Listed as HACR type for use with air conditioning, heating and refrigeration equipment having motor group combinations and marked for use with HACK type circuit breakers Non - automatic (Standard) Miniature Switches Miniature non - automatic switches have the same physical packaging as miniature circuit breakers, but open only when the handle is switched to the OFF position Non - automatic switches provide no overcurrent protection or short circuit protection They must not be used on systems that have an available fault current greater than the values listed in the table Non - automatic switches are UL Listed per UL 1087 and are CSA certified Non- automatic Miniature Switches, 240 Vac 10 kA Ampere 2 -pole 3 -pole Rating Catalog No Price Catalog No Price 60 00200 $ 4690 00300 $16500 100 002000 13300 003000 24400 60 000200 5800 QOU3D0 19000 100 QOU2000 164 00 0OU30DO 27700 125 00020001 302.00 0OU30D01 477 DO Page 115 COMMERCIAL © Adl 2003 Schneider Electric Discount 9 /a/03hts Reserved DE2A Schedule 6 -11 Description Roliablo controlled access design (CID) cio!3uro3 are round- cornered squsro- design fixed -count distribution pedestals Tho CAD series closures are available in three convenient sizes; CAD -4, CAD 6, and CAD -8, In the CAD -6 closure, a 70 -In, tall unit may be ordered (CAD -6/ 70). Included In the CAD series closure are a hinged divider plate with bonding bracket, grounding comitictor, flexible bonding braid, and a dielectric shield. Stakes are not included and may be ordered separately, If required Application Tho CAD closures servo as universal above - ground hou- ings for burled cable plant using either fixed -count or preferred count design The CAD closures also allow aerial terminations through avallnbio knockouts Reinforce base with 4x4 treated wood Features Unique 9 -step paint finish Three convenient large capacity Swing out locking divider plate + CAD ciosuras can be coif - supporting, stake, joint, pole or wall mounted Removabis lower front cover and scrvlco wire channel Benefits CAD -6 COrrO .-Ion-re'lstant for long life • Easy access to cable conductors • Provides positive grounding of all t,uwponents Flexible installation GaNdVilill>✓5 • Allow additional cable aria wire placement without disturbing exi -otinq plant �� Ir Reliable Electric Co 133 Addison StreotrFranklh) Park, tlllncw) $0131 (708) -1:1:? 9010 Ftc (700; 451 SS - In Csnada Rollonce Comm /Toc 121 Eowa d ;imr+i MW St Thomas ON N5? 1Z2 (51 A) 1',31 oleo - F ELl A iV C E Page 116 L'Ja DIMENSIONS ORDERING ` •. Dimensions Catalog Number Dimensions inches) A B C D W E CAD -4 49.1/2 20.9/16 26 4 -7/6 4.7/8 3 CAD -+6 50 20.9/16 26 6-5/8 6.5/8 3 CAD 6/70 70 20.9/10 26 6.5/8 6 -5/8 3 CAD -8 50 -5/16 20 -9/ 16 26 8 -1 /4 6 -1 /4 3 Specifications y 7c-�, ,'2 7 Catalog Number FIGT & RPT Style Terminal Blocks 3 -Pr. 6 -Pr, 8 -Pr. 12•Pr, 25 -Pr. 283C 145 FIGT8 RGT /RPT12, RPT12L AC3T /RPT25 CAD -4 4 4 0 1 0 CAD -6 4 4 3 1 1 CAD -8 4 4 3 2 1 ' , I ' alp A 0 B a� t - Catalog Numbor A -Line St la Terminal Mocks Un protected Protected RGT /RPT5A . RGT /FIPT10A RGT /nPT25A nOT /RF'T5A ROTIRPT10A RGT /RPT25A CAD -4 4 2 1 2 2 0 CAD-0 4 2 1 2 2 1 CAD -B 4 2 2 2 2 1 Ordering information Catalog Number CAD -4 Part Number Description Spllced Connections F604500 raw 4 -in. gray -green pedestal 150 pair CAD -6 F604510 6 In gray -green pedestal 400 pair CAD -6/70 F804915 � -in, gray -green pedestal, 70-in tall 400 pall CAD -8 F604520 6 -in. ra -green pedestal 900 pair NOTE Total number of pairs spliced is dependent on connector use and local practicen Relfsble Electric 00" 1133$ Addison Sire el/Franklln Perk, Illinois 60131 (7013) d5S 0010 Fr;x (70R) A51 5518 050'a wXOGWAMONE11111M ReltaDlo EIA.JrK Co is I IGQltjorod ir6damxrk nl PAV&rv`A Glrvdnr r'.0 or its OhllYle• ? ELI A IV C C�anl�rot�nC CVb�0.1 le chrnpa uSlhnUl nolac _ — _ _ _ — — -- --- �, _ _ -- Page 117 END OF STREET LIGHT DETAILS CATALOG CUTS Page 118 air , i .a L W O o� of iJ CJ C .-t W Q) -= G Q � H L� O U-4 C) ca cs x m a� a a .,O t0 3 O d co O r— -T O %D N co -7 . 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Q1 N N N N— Co NCOSCo O tnr` co co Nco a >- o -- a,\ co ..o tr\ r-, - o o - to O to -- N N V N — — — — .-- — r0 E — Cr1 \.D — t *\ N tiD h N N r-� co X co CN r- '.D cr\ r"1 N o co co — O - - -- - - ^ - _. 110 try � r-, r-\ a Q rp r-1 N O C,\ to tiD w cv Co O S CO O • C .- .- — — — — O L ll 1 t11 ... .S r e-\ N 43 u u Cn c rs — co Ql C1 CO tr\ tP\ N O— r4 \.O C14 CO c -U' r\ N — o moo i c S ci ry ro N N N CO Cr1 0 -- O— O u t/1 co tr\ a c t c N N -- -- O CF1 co r-� N N %-o r--% O V oa o n. r� r-. r- \ r-, N 4u - ►- •--- L r Cl- a as +a C -\ N -7- tr\ CO 01 o n O r.n i U 0 o m C N co h .D tr\ o -.. o h >.n r- c 00000— 0 t�1r�11.1C�tNC' c-- w tr% O CO co CO h %.0 %�o V% -3' co CO %D S N O fl- s CL. r" 1 CQ O O O O O d N N N N N --- O - tr\ c -T Cr1 Vl O u1 — Ln N co •T CO — Cn % c m %.0 %D t11 u't tr1 s .s r1 .-- Q'1 co `D UN N O O Q. O o t d )0 0 o C; N btf L O Vol O r-� - •S .S S t+ 1 er1 r1 N N •S f •1 N -- O CO r- - S V L N O CO tr1 r'1 (> CO so 1+1 r' e► N N N N �-- Nf 4u 10 OOpOQ00 !-- 7 CDU\OUl%C)L^0 w d r'-. LA N O rl. v\ V ►� O Cr1 rte. trr -r N > L w C4 N N — — — — .-- < a. CL. 0 0 0 0 0 0 4 ALLOWABLE LEAKAGE FOR d PIPELINE 6i L D Cotr\Otn000 u% rya O ao •D t7+ C; •m SD 23 Page 119 > Q a TRENCH BACKFILL DETAIL TRENCH PARALLEL TO ROADWAY SD 25 Page 121 ~E oh O O� n: U E OO NM N J J a � U C ¢ L O C) Ow � U N m O N J Q ¢ m cr W +- +. mm ¢ 4D L O d V v N 0 E Z a W a 0 W L L � m m a 7 O Q o a a C v ° Sm o N fQf v 0 as o of L °�- CL t L L O E O O �' ¢ }E np ~ N } >,2 O f l ~ LOO E F8 E to CL EW Q L C, ry O O C z - °C C W U VIP a0U n a COC Cm 8pt L N U V C E m o 5 �I C s J J J N riD oc Uc > O- LL9 t O C CD °co � t aa� ooa L L C mm0 L �r m c > 41 >L- 03 T >CO °Q -CO f O °� • O cc, OC '0G 0c X , j} O C O c aL V A V SD 26 Page 122 0 W 2 W F- Z cc W F- J a M i W 19 O ON LLJ LLJ J J O z ca m O cc e v/ G [SATED lid 0 = L 8 o C � , ')11 _77u 1A11_ 1 _ 1') Il 1 d" -7d" 3 46 2 8 8 4 .46 2 8 10 6 46 2 18 17 8 .46 2 8 25 10 12 2 3 35 12 .56 2 46 44 14 62 2 79 85 16 .62 2 100 93 1 65 2 130 22 TAPPED TEE r L -1 MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment SOLID SLEEVES T T �--- Li Lz Short Long Dimensions Weights Size T L' L2 Short Long 3 34 75 12 13 19 4 .35 7.5 12 17 24 6 37 75 12 28 39 8 .39 7.5 12 38 53 10 41 75 12 49 68 12 .43 75 12 56 82 14 56 95 15 111 141 16 .57 9.5 15 137 172 18 68 95 15 160 200 20 .69 9.5 15 212 269 24 75 9 5 15 272 377 ADAPTERS L� T �--- L2 w T FE x PE MJxFE Weights MJxFE FExPE 1 Dimens 12 24 24 12 Size T L' 12 6 52 12 3 34 6 80 MJ Tapp Te " Tap) 4 35 49 Dimens s 6 37 6 Size T L M Tap Weights 8 .39 6 3 34 6 19 10 4 6 4 .3 6 2 23 12 .43 6 6 7 6 2 37 14 51 6 8 .39 6 2 53 16 .52 6 10 41 6 2 8 60 6 1 .43 6 2 8 6 52 6 2 164 w T FE x PE Weights MJxFE FExPE 1 20 12 24 24 12 36 36 12 6 52 12 69 12 80 88 12 126 12 166 49 275 Tyler Pipe /Utilities Division • PO Box 2027 • Tyler, Texas 75710 • (903) 882-5511 11 -29 -2001 Union Foundry Company • PO Box 309 • Anniston, Alabama 36202 • (256) 236 -7601 SD 27 Page 123 I DUAL PURPOSE CUTTING -IN SLEEVE MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment MJxFE Cutting -In Sleeve with Dual Purpose Accessories Size For Pipe Size Dimensions L L' T Shipping Wt Assembled 4 4 80 -5 00 O D 10 95 35 33 6 6.90 -7.10 O.D. 10 9.5 .37 50 8 9 05 -9 30 O D 10 95 39 67 10 11.10 -11.40 O.D. 10 9.5 .41 122 12 13 20 -13 50 O D 10 95 43 157 Flanged ends are faced and drilled per ANSI /AWWA C1 10/A21.10. Mechanical joint ends are designed to receive both standard and oversize gray or ductile iron pipe as shown above. TYPICAL CUTTING -IN SLEEVE INSTALLATIONS VALVE Pipe Wall Thickness: *RETAINER GLAND ASSEMBLY Sizes 3" -12" are recommended for du e iron pipe class 50 thru 56 Sizes thru 24" are recommended for du e iron pipe O class 53 thru 56 DUCTILE IAN RETAINER GLANDS B = M anical Joint Retainer Glands are gned to provide a method for restrain - 4 ing mechanical joint pipe and fittings and A other standardized mechanical joints See Installations Instructions ......................... age 51 against possible joint separation, rupture ............................ or blow -out caused by internal water Pressure Gland Pipe O.D D.I Pipe No of ze of Pressure Rating, O D. O.D Wall Set Gland Weight The set screws are square- headed with Size psi B A Class Screws ews Weight w /Acres. Type C knurled cup points, and are shipped 3 350 769 3 96 50-56 5/8x2 7 already assembled in the Glands They are 4 350 9.12 4.80 50 -56 4 s /sx2 5 3 manufactured of 4140 grade alloy steel, 6 350 11 12 690 50- 6 5/8x2 9 2 and are heat treated to a Rockwall "C" 451 8 250 13.37 9.05 -56 9 5 18x2 13 25 case hardness Tee -head bolts and 10 250 1562 11 50 -56 12 5/8x2 17 33 gas are not included, but may be 12 150 17.88 3.20 50 -56 16 5 /8x2 20 38 ordere arately Recommended torque 14 250 20 1530 53 -56 20 5 /8x2' /2 44 55 for set screws 5 foot pounds, and set 16 200 2.50 17.40 53 -56 24 5/8x2'/2 54 64 screws on opposite es of the glands 18 2 2475 1950 53 -56 24 5/8x2'/2 62 72 should be tightened a t ately Tee -head bolt hole spacing are 20 00 27.00 21.60 53 -56 28 5 /8x3 76 91 size a equal to MJ Glands as shown in A C- 150 3 1 50 25 80 53 -56 32 5 /8x3 103 118 1 1 1 Standard mechanical Joint gas as Not included in AWWA C110 shown in C-1 11 should be used Tyler Pipe /Utilities Division - PO Box 2027 Tyler, Texas 75710 - (903) 882 -5511 8 Union Foundry Company - PO Box 309 - Anniston, Alabama 36202 - (256) 236 -7601 11-29-2001 SD 28 Page 124 F. D SLEEVES ! L � Standard Pipe Short Long _%_1 Size 0. D. L Weight L Weight *2 250 80 13 12 18' 3 3.96 7.5 ... 12 30 4 4 80 75 35 12 45 6 6.90 7.5 45 12 6 8 905 75 65 12 85 10 11.10 7.5 85 221 115 12 13 20 75 110 12 153 16 1740 9.5 15 283 18 1950 95 240 15 330 20 21.60 .5 275 15 384 24 25 8 95 360 15 505 30 00 15.0 745 24 1085 36 38 30 150 1047 24 1502 ' of included in AWWA C110 DUCTILE IRON CI 10 FULL BODY MECHANICAL JOINT FITTINGS 1-- L -1 j[Sual Purpose t tUses MJ Dual Purpose Gland *Not included in AWWA C1 10 Note- Sizes 4 -10" use standard MJ Gaskets, " and 16" require special duo gaskets * MJ x PE DUAL - PURPOSE CUTTING -IN SLEEVE With Dual- Purpose Accessories (NOTES Gland with cup -joint set screws available at extra cost when specified NOT FOR RESTRAINT) Currently, Tyler and Union DP Glands are NOT interchangeable Cutting -In r Sleeve & Gland L LLi L Eli Weight For Use Gland Gland Size On Pipe O D L L' D Only & Sleeve 4 Pi Short 8 Long Size D. L Weight L Weight 8 4 80/5 00 7 5 35 12 45 905 - 930 6.90/7.10 7.5 45 12 65 8 /930 75 65 12 85 10 11.10/ 0 .. ... 12 115 t12 13 20/13 5 1320 12 221 t16 17.40/ 17.80 .. ... 15 385 tUses MJ Dual Purpose Gland *Not included in AWWA C1 10 Note- Sizes 4 -10" use standard MJ Gaskets, " and 16" require special duo gaskets * MJ x PE DUAL - PURPOSE CUTTING -IN SLEEVE With Dual- Purpose Accessories (NOTES Gland with cup -joint set screws available at extra cost when specified NOT FOR RESTRAINT) Currently, Tyler and Union DP Glands are NOT interchangeable Cutting -In r Sleeve & Gland L LLi L Eli Weight For Use Gland Gland Size On Pipe O D L L' D Only & Sleeve 4 4 80- 500 12 8 480 95 72 6 6.90-7.10 12 8 6.90 13.0 94 8 905 - 930 12 8 905 200 122 10 11 10- 11.40 12 8 11.10 24.0 175 12 13 20 - 13 50 12 8 1320 300 235 * Not included in AWWA C1 10 SPLIT REPAIR SLEEVE WITH ACCESSORI r L -- -7 Gland and Split Sleeve \ -, Gland Size L *Weight ly 15 115 9 6 18 165 16 8 18 215 24 *Weights include all accessories assembled ANSI /AWWA C110 /A21 10, ANSI /AWWA C111 /A21.11 Tyler Pipe /Utilities Division • PO Box 2027 o Tyler, Texas 75710 • (903) 882 -5511 18 - Union Foundry Company • PO Box 309 • Anniston, Alabama 36202 e (256) 236 -7601 SD 29 Page 125 11-29-2001 12,2 MECHANICAL ,i `- t l - :'d s. .�,. , y- i.,. / Y. f, v ,vfi . ,nc N y r r ;ri ,.j,"- Lo .4" i x',r .P, w Ys : ;.. �(..... ,.�:• } /., s t F r .G :. H ;'a x ti. $. ❑ Catalog number- - H -615 Mechanical Joint Tapping Sleeve ❑ Sizes-- 4 " -24" main and outlet (see chart below for available size combinations) ❑ Outlet flange dimensions and drilling comply with ANSI B16 1 class 125 and with MSS SP -60 ❑ Certified to ANSI/NSF 61 ❑ Iron body with 3/4" NPT test plug ❑ 4"-12" sizes- -250 psig (172" ) kPa) maximum working pressure ❑ 14" - 24" sizes - -200 psig (1379 kPa) maximum working pressure ,.,nn:I'.. �...., ..,:.}�.' �, •,:;.�. .,�(�µ1,:e•: �., {y,.�vy,� r,.., .�y�t t.�/��i.�. S.�s SNP: .i. ��}(M1�a', r{ycxr et rA..�r�., ..)� :,{��.y,�rxnt :y,�r.� y 'v,,.y,.�:,y tf�,eti: .f +z,F' p 1M.1 t�. 5�� a,{{�i. 'r^ yt, o Y 4��s - t{, i:,, pii�L ±i�..W�'li],.1!;`L4'iW?:ii�i nw�.: V1L^ 1. 4: �i4. 9lf. rt++,'-++ �. :i.A.e..' »1'fK�'�:+'Ft^�Y...�H1 Y' n. Lt^: 9- �: S�YEif i1R.' u!. IFY., a" ST.:It.....!I'1.v,.td:)li.>',% Mfr{ 3�1, sYii.:.•. R.!':: �d.. �' �v) tW! �.:. Y�1�' e. 4iF:. A ,..�..xs.�M1'.fk,,�...ai�e!l�ii. t�r4t'! ?1�.' �i�T::; is, �. i�. �r. Nrar. ikii�3 .��.�A:�^'�!�Mn�N{ai'Y'.'i �4..t.trv.. Tapping pipe • • Nominal size of main O.D. range of sleeve Class and type of pipe End Gasket part numbers Inch mm 4" 4 74" 4 86" 120 5 -123 3 Cast iron classes 100, 150, 200 and A - all classes ductile iron - cast iron 0 D PVC plastic pipe classes 150 and 200 195824 20" 4 87" -5 32 123 8 -135 0 Cast iron classes B, C, and D'- A -C classes 100 and 150 195653 6„ 6 84 " -6 96" 173 8 -176 7 Cast iron classes 100, 150, 200, and A - all classes ductile iron - cast iron 0 D PVC plastic pipe classes 150 and 200 195825 6 97" -7 40" 177 1-1879 Cast iron classes B, C, and D - A -C classes 100 and 150 195654 8.. 8 99 " -9 11" 2284-231 3 Cast iron classes 100 150, 200, A and B - all classes ductile iron - cast iron 0 D PVC plastic pipe classes 150 and 200 195826 - 9 12 " -9 62" 231 7-2442 Cast iron classes B, C, and D - A -C classes 100 and 150 195655 10" I 11 04 " -11 16" 2805-283 4 Cast iron classes 150, 200, 250, A and B -all classes ductile iron - cast iron 0 D PVC plastic pipe classes 150 and 200 194680 12" 13 14 " -13 26" 333 9 -336 7 Cast iron classes 150, 200, 250, A and B - all classes ductile iron - cast iron 0 D PVC plastic pipe classes 150 and 200 194638 14" 15 22 " -15 35" 3867-389 8 Cast iron classes 50, 100, 150, 200, 250, A and B - all classes ductile iron 195127 16" 17 32 " -17 45" 4400-443 1 Cast iron classes 50, 100, 150, 200, 250, A and B - all classes ductile iron 195128 18" 19 42"-19 55" 493 4 -496 5 Cast iron classes 50, 100, 150, 200, 250, A and B - all classes ductile iron 195266 1195129 20" X21 52 " -21 65" 546 7-5498 Cast iron classes 50, 100, 150, 200, 250, A and B - all classes ductile iron - 24" 25 72 " -25 85" 653 4 -656 5 ICast iron classes 50, 100, 150, 200, 250, A and B - all classes ductile iron 195130 • ..,..,.. t .:: r: r ,. ..r..:..,.y .fit. ..A'i+ .. 5 -••, -, ,.:r::i••.}:u 4 d U Fit" iw.:a, >; iJ..Ec - -x,: ,:r.: � -ins.r fi a. ... -a k ,r r,t , -, .c �s a r„ ..- _ yf .,. .?+ y+..N ., .5�'.d.. k.. a.f';,�! iy.4 :�� 'x -_}�.. A: v +'`'4�'�,i:G- 3�."M1''dtx4,+ �;. ?'�.k%'?`4• s':x`.ttT.= :6.�F"�,.�k..;.1.�, �a�'`'aM'�s,.�f+. available Sizes Nominal size of Outlet size main 4" 60' 8" 10" 12" 14" 116" 18', 20" 124" 16„ X X - - - - - - - 8" X X X - - - - - - - 10" X X Ix X - - - - - - 12" X X X X X - - - - - 14" I- X X }: X X - - 1- 16" Ix X X Ix Ix X Ix - - 18" X Ix X X X - X X - - 20" X Ix X X X X X X Ix - 24" X Ix Ix X X X X X IX X SD 30 Page 126 e BACKFLOW PREVENTION ASSEMBLY WATER METER M DOMESTIC SERVICE SHUT OFF VALVE R.O.W. SPRINKLER SYSTEM DETECTOR CHECK _ BACKFLOW PREVENTION ASSEMBLY BY -PASS LINE FIRE SERVICE -as SHUT OFF VALVE SERVICE VALVE WATER MAIN W W W W NOTE: ACCESS EASEMENT IS REQUIRED FOR VALVE SHUT OFF OR a w w FIRE AND DOMESTIC SD 31 Page 127 FIRE HYDRANT SPRINKLER SYSTEM DETECTOR BACKFLOW CHECK PREVENTION ASSEMBLY F�/ WATER METER BACKFLOW PREVENTION ASSEMBLY ml I '*--- BY -PASS LINE FIRE HYDRANT DOMESTIC SERVI • � �i SERVICE VALVE WATER MAIN W FIRE SERVICE PRIVATE SERVICE VALVE w w w w w WATER SERVICE - SEPARATE FIRE AND DOMESTIC SD 32 •..- 128 c'l 0 WATER ON LID 21 -Orr CAST IRON, ADJUSTABLE CURB /SERVICE BOX (MUELLER H -10300 OR TYLER 6500 SERIES /ITEM 95E SCREW TYPE) TAP SERVICE PIPItz _ COPPED? TUBE- iYFE "K' ' SOFT TEiLFyR, 1 -1/2 INCH MINIMUM L CUR a S T 0 P- COUPt IHG EIGHTH BEND COUPLING (MUELLER H- 15063) MUST (E_ LLR H -15155 3/4 1" BE INSTALLED WITH CORP B -25155 1- 1/2 %2il WA i R M,.IN CORPORATION STOP COUPLING (MUELLER H- 15000) H -15008 NOTE: MUELLER BRONZE SERVICE SADDLE- DOUBLE STRAP WITH AWWA TAPER (CC) THREAD, BASE CATALOG NUMBER BR2B SERIES SHALL BE PROVIDED IN ALL CASES SD 33 Page 129 For use on A -C pipe cast iron of ductile iron pipe and cast iron O D 200 psig (13 )79 kPa) maximum working pressure Available in single and double strap designs ❑ Brass body I Flattened silicon bronze straps (standard) U Optional 304L stainless steel straps ❑ Rolled strap threads ❑ O -ring sealed outlet Q 3/4" thiu 2" tap sizes (5/8" some styles) ❑ Meets all applicable parts of ANSI /AWWA C800 ❑ NSF 61 certified PVC pipe BR 2 B Series MUELLER °Service Saddles with AWWA taper thread BR 2 S Series Pipe O D range Kind and size of pipe Bronze double strap Optional stainless steel double strap * with AWWA taper thread (C C) with AWWA taper thread (C C ) Pipe O D range Kind and size of pipe *' Bronze double strap with AWWA I P thread F l P T) Base Catalog — _ _ Cast or Number Size of tapping Inch mm A -C ductile (add to ' Base' to iron, C900 complete catalog number) PVC pipe 3/4" 1" 1 -1/4" 1 -1/2" 2' Optional stainless steel double strap with AWWA l P thread (F I P T) Base Catalog Number Size of tapping '1 (add to "Base" to complete catalog number) I 3/4" , 1" 1 -1/4" 1 -1/2" 2" 4 74' -5 ,2 1_' 1 U- 1 ;S 11 4' 13R 2 B 0474 IP 075 100 125 150 2O0 - BR 2 S 047.1 IP Base Catalog 125 Base Catalog '110 6 84 " -7 45' 171 0 -159 0 6" BR 2 B Oh84 IP 075 100 1 -S 150 200 Castor Number Size of tapping 125 Number Size of tapping 2200 n Inch mm A -C ductile Iron, � (add to "Base" to -1 _5 - � (add to "Base" to 200 I PVC complete catalog number) I complete catalog number) 150 i plastic pipe 15/8" 3/4" 1" 1- 1/4 "'1 -1/2" 2" i5/8" j 3/4" ' 1" 1- 1/4 "'1 -1/2 "; 2" I � 150 4 74 " -5 32" 121 0 -135 0, .4" BR 2 B 0474 CC 106 -' ; 075 100; 175 1 150 ; 200 BR 2 S 0474 CC 062 1075 100 125 150 200 11 BR 2 S 0684 CC 062 1 075 � 1001 125 1 150 X200 1 6 84 " -7 45" 47.3 0 -1) 59 0 4- BR 2 B 0694 CC 1 067 1 075 100 ; 125 150 200 118 99 " -9 67" '"9 0 -2-45 0 � I j 1 1 04" -12 12"12810-'3070 - -__- �" I O" � BR ? B 0899 CC 063 � U75 100 � 125 � 150 X00 BR 2 B 1 104 CC i 062 075 1001 125 150 _O0 - -- BR 2 S 0899 CC � 062 1075 ! 1001 t35 I50 BR 7 S 1 ) 04 CC 062 075 i 1001 l25 j 150 200 II BR 2 S 1314 CC 1 062 075 1 1001 175 i 150 1700 BR 2 S 1 523 CC 1 - 075 100 - 1 150 1200 I B R ? S 1737 CC ; � 075 , 1001- 1 150 120011 _ -- 113 14 " -14 58". 334 0 -370 01 1," BR 2 B 1314 CC 1062 1 075 1 100: 175 150 1200 15 37 " -16 88 "' 3S6 6 -428 7 1 14" BR 2 B 1522 CC - 075 1 100 I 150 300 117 37 "- I9 19" j 439 9 -487 4 1 -- 16" ' BR 2 B 1732 CC 1 - 075 1 U0 j I50 300 MUELLER °Service Saddles with AWWA iron pine thread 50 250 per -\\51/A \\ \\ A C 101_1 ,Q) 2 - \I\'SI /- \ \VNVA CI06 /A2i 0 -\NISI /-\\1'\'r.\ C101VA 21 5 ind Federtl .PeLdll. uun \\ W P -421 DuLnle mm pipe dd-Lb 50 -56 per - \NSIJAN\ WA C15I/A21 it Pipe O D range Kind and size of pipe *' Bronze double strap with AWWA I P thread F l P T) Base Catalog — _ _ Cast or Number Size of tapping Inch mm A -C ductile (add to ' Base' to iron, C900 complete catalog number) PVC pipe 3/4" 1" 1 -1/4" 1 -1/2" 2' Optional stainless steel double strap with AWWA l P thread (F I P T) Base Catalog Number Size of tapping '1 (add to "Base" to complete catalog number) I 3/4" , 1" 1 -1/4" 1 -1/2" 2" 4 74' -5 ,2 1_' 1 U- 1 ;S 11 4' 13R 2 B 0474 IP 075 100 125 150 2O0 - BR 2 S 047.1 IP 075 100 125 1�)0 '110 6 84 " -7 45' 171 0 -159 0 6" BR 2 B Oh84 IP 075 100 1 -S 150 200 BR 2 S 0654 IP 075 ' 100 125 1 150 2200 n 4 99 " -U 67" - '''9 0 -245 O J' BR 2 B 0599 IP 075 100 , 175 150 - - 200 BR 3 S 0599 1P 075 I 100 -1 _5 - 1 150 200 I 1 04' -12 1_' 2S 1 0-107 0 '* 10' - BR 2 B 1 101 IP - -075 100 ' 125 I SO 200 BR 2S 1104 IP 075 IUO 125 150 - 'U( }- 13 1.1 -14 5S "_31 -10 -;700 1' - -- -- - BR 2 B_ 1114 IP_ 100 - -125 - - 150 200 BR 2 S l')14 IP 075 100 125 150 300 _075 ! 5 22'- 16 5E _356 6 -425 7 I �' - - � �� 100 _ -- -- BR - B 15 _ IP 075 150 X300 BR 2 S 1532 1P 075 100 150 00 - _ 173 =' 1919 "1_99-497 4 -16_— --- -BR_B 17;21P- l)75 _ 100 --- - 150 __U(I - BR2S 17321P -_I)7� IUO_ - -- 150 —UOi 4 -C pipe Llda,eti I i0 -'W per AST \I C 29'� Ind A\\'\VA C4W - ILRWI 0 D nl piR_ he"'-' uud nut,t I III ❑ nhIn the n1PC 0 D ranLe Inted In the preLeeCIln_r Lh Irt5 Ceninhl? dh L t,l PIpe LIJ„Lti 50 250 per -\\51/A \\ \\ A C 101_1 ,Q) 2 - \I\'SI /- \ \VNVA CI06 /A2i 0 -\NISI /-\\1'\'r.\ C101VA 21 5 ind Federtl .PeLdll. uun \\ W P -421 DuLnle mm pipe dd-Lb 50 -56 per - \NSIJAN\ WA C15I/A21 it C.nt iron 0 D PVC Pla,uL pile perA\,\' \ \A C9FX) The nutvde dldlnLtCr nt -\ -C PIPL \ Ine, llum m Will ILIUM ill m umt wurel Io m Ike Lendln \01J ,Lieu the pR)Nr Lldnip I 1 Deiemnne the 0 D of the pile It the p(mu nt , iddlL Hilt Illdunn ' -) Fmm the pipe 0 D rdngL Lniuntn I II thL dun L Lh,ui LhIX).e I .dddiC rhm hd, ,i Pipe 0 D r IneL th n inllude. tilt dltemunld PIPL dwmeter These machines may be used with the service saddles illustrated on this page Machine Service saddle tap size 5/8" 3/4" 1 " 1-1/2" 2" E -51 \1 \ \ \ \ 1 D_5r\t — 2222 -- -- 2222 —� -- 2222 - 2222 —\ - \ Y -- 'TRU-CUTT\t— - ,N1EGA- CUT7\! PL --tT \I � _ _ z., .. -M i Ste', lk .-+a:3 't t TO • i , SPECIFY QUANTITY, OUTLET TAPPING ,. CATALOG • SD 34 Page