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R-11-01-13-10C2 - 1/13/2011RESOLUTION NO. R -11-01-13-10C2 WHEREAS, the City of Round Rock ("City") is planning a redevelopment and beautification project for West Main Street ("Project"), and WHEREAS, Oncor Electric Delivery Company LLC ("Oncor") has overhead electrical facilities which must be relocated in order to proceed with the Project, and WHEREAS, the City and Oncor wish to enter into a Discretionary Service Agreement for the relocation of said electrical facilities, Now Therefore BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City a Discretionary Service Agreement with Oncor Electric Delivery Company LLC, a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 13th day of January, 2011. ALAN MCGRAW, Mayor City of Round Rock, Texas ATTEST: SARA L. WHITE, City Secretary O:\wdox\SCClnts\0112\ 1104\MUNICIP AL\00210636.DOC/rmc Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 6.3.4 Discretionary Service Agreement Page 1 of 2 WR # 3068850 Transaction ID: 21043 This Discretionary Service Agreement ("Agreement") is made and entered into this 18 111 day of November 2010 , by Oncor Electric Delivery Company LLC ("Oncor Electric Delivery Company" or "Company"), a Delaware limited liability company and distribution utility, and City Of Round Rock ("Customer"), a each hereinafter sometimes referred to individually as "Party" or both referred to collectively as the "Parties". In consideration of the mutual covenants set forth herein, the Parties agree as follows: 1. Discretionary Services to be Provided -- Company agrees to provide, and Customer agrees to pay for, the following discretionary services in accordance with this Agreement. Customer agrees to pay Company $247,307.86 for the relocation of Company overhead facilities to underground duct banks, manholes, switchgear pads, and transformer pads as specified in the attached Exhibit A. 2. Nature of Service and Company's Retail Delivery Service Tariff -- Any discretionary services covered by this Agreement will be provided by Company, and accepted by Customer, in accordance with applicable Public Utility Commission of Texas ("PUCT") Substantive Rules and Company's Tariff for Retail Delivery Service (including the Service Regulations contained therein), as it may from time to time be fixed and approved by the PUCT ("Company's Retail Delivery Tariff"). During the term of this Agreement, Company is entitled to discontinue service, interrupt service, or refuse service initiation requests under this Agreement in accordance with applicable PUCT Substantive Rules and Company's Retail Delivery Ta riff. Company's Retail Delivery Tariff is part of this Agreement to the same extent as if fully set out herein. Unless otherwise expressly stated in this Agreement, the terms used herein have the meanings ascribed thereto in Company's Retail Delivery Tariff. 3. Discretionary S ervice Ch arges -- Charges for any discretionary services covered by this Agreement are determined in accordance with Company's Retail Delivery Tariff. Company and Customer agree to comply with PUCT or court orders conceming discretionary service charges. 4. Term and Termination -- This Agreement becomes effective upon acceptance by Customer and continues in effect until completion of requested construction . Termination of this Agreement does not relieve Company or Customer of any obligation accrued or accruing prior to termination. 5. No Other Obligations — This Agreement does not obligate Company to provide, or entitle Customer to receive, any service not expressly provided for herein. Customer is responsible for making the arrangements necessary for it t o receive any further services that it may desire from Company or any third party. 6. Governing Law and Regulatory Authority -- This Agreement was executed in the State of Texas and must in all respects be governed by, interpreted, construed, and enforced in accordance with the laws thereof. This Agreement is subject to all valid, applicable federal, state, and local laws, ordinances, and rules and regulations of duly constituted regulatory authorities having jurisdiction. 7. Amendment --This Agreement may be amended only upon mutual agreement of the Parties, which amendment will not be effective until reduced to writing and executed by the Parties. But changes to applicable PUCT Substantive Rules and Company's Retail Delivery Tariff are applicable to this Agreement upon their effective date and do not require an amendment of this Agreement. 8. Entirety of Agreement and Prior Agreements Superseded -- This Agreement, including all attached Exhibits, which are expressly ma de a part hereof for all purposes, constitutes the entire agreement and understanding between the Parties with regard to the service(s) expressly provided for in this Agreement. The Parties are not bound by or liable for any statement, representation, promise, inducement, understanding, or undertaking of any kind or nature (whether written or oral) with regard to the subject matter hereof not set forth or provided for herein. This Agreement replaces all prior agreements and undertakings, oral or written, between the Parties with regard to the subject matter hereof, including without limitation N/A , and all such agreements and undertakings are agreed by the Parties to no longer be of any force or effect. it is expressly acknowledged that the Parties may have other agreements covering other services not expressly provided for herein, which agreements are unaffected by this Agreement. 9. Notices -- Notices given under this Agreement are deemed to have been duly delivered if hand delivered or sent by United States certified mail, retum receipt requested, postage prepaid, to: (a) If to Company: Oncor Electric Delivery Attn: Bob Faikus 350 Texas Ave. Round Rock. TX 78664 EXHIBIT A„ Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 Page 2 of 2 (b) If to Customer: City Of Round Rock Attn: Todd Keltgen 212 Commerce Cove Round Rock, TX 78664 The above -listed names, titles, and addresses of either Party may be changed by written notification to the other. 10. Invoicing and Payment — Invoices for any discretionary services covered by this Agreement will be mailed by Company to the following address (or such other address directed in writing by Customer), unless Customer is capable of receiving electronic invoicing from Company, in which case Company is entitled to transmit electronic invoices to Customer. City Of Round Rock Attn: Todd Keltgen 212 Commerce Cove Round Rock, TX 78664 If Company transmits electronic invoices to Customer, Customer mu st make payment to Company by electronic funds transfer. Electronic invoicing and payment by electronic funds transfer will be conducted in accordance with Company's standard procedures. Company must receive payment by the due date specified on the invoice. If payment is not received by the Company by the due date shown on the invoice, a late fee will be calculated and added to the unpaid balance until the entire invoice is paid. The late fee will be 5% of the unpaid balance per invoice period. 11. No Waiver -- The failure of a Party to this Agreement to insist, on any occasion, upon strict performance of any provision of this Agreement will not be considered to waive the obligations, rights, or duties imposed upon the Parties. 12. Taxes -- All present or future federal, state, muicipal, or oter lawful taxes (other than federal income taxes) applicable by reason of any service performed by Company, or any compensation paid to Company, hereunder must be paid by Customer. 13. Headings -- The descriptive headings of the various articles and sections of this Agreement have been inserted for convenience of reference only and are to be afforded no significance in the interpretation or construction of this Agreement. 14. Multiple C ounterparts -- This Agreement may be executed in two or m ore counterparts, each of which is deemed an original but all constitute one and the same instrument. 15. Other Terms and Conditions — (i) Customer has disclosed to Company all underground facilities owned by Customer or any other party that is not a public utility or govemmental entity, that are located within real property owned by Customer. In the event that Customer has failed to do so, or in the event of the existence of such facilities of which Customer has no knowledge, Company, its agents and contractors, shall have no liability, of any nature whatsoever, to Customer, or Customer's agents or assignees, for any actual or consequential damages resulting from damage to such undisclosed or unknown facilities. (ii) City Of Round Rock agrees that payment shall be made within 30 days of the date the project is completed or the date the invoice is received, whichever is later. (iii) The Discretionary Service Charges provided in this agreement are for Oncor Electric Delivery facilities only and do not include any charges related to the relocation of any facilities owned by a franchised utility, governmental entity, or licensed service provider (Joint User). The customer must contact all Joint Users and make arrangements to have their facilities transferred or relocated. Oncor Electric Delivery cannot complete the relocation/removal of facilities outlined in this agreement until Joint User(s) remove their facilities attached to Oncor Electric Delivery Poles. (iv) IN WITNESS WHEREOF, the Parties have caused this Agreement to be signed by their respective duly authorized representatives. Oncor Electric Delivery Company LLC City Of Round Rock Signature Bob Fajkus Customer / Entity Signature Printed Name Printed Name Sr. Manager, New Construction Management Title Title /1 -18-/v Date Date Exhibit A Discretionary Services to be Provided • Customer agrees to pay Company $247,307.86 for the relocation of Company overhead facilities to underground conduit duct banks, manholes, switchgear pads, and transformer pads provided by Customer (the "Manhole and Duct Bank Facilities"). • Manhole and Duct Bank Facilities will be installed by the Customer in accordance with the Company installation specifications that have been provided to the Customer preceding the start of construction • Customer will notify Company, and Company's construction inspector will inspect the Customer's installation of the Manhole and Duct Bank Facilities. • Customer will grant Company an easement for the Manhole and Duct Bank Facilities at no cost to Company whatsoever. • Customer will be responsible for clearing the easement of any obstructions necessary for the construction of the Manhole and Duct Bank Facilities. • Customer will be responsible for roadway street lighting conversion and upgrades in the area being relocated from overhead facilities to underground facilities. • Customer will be responsible for coordinating with and making appropriate arrangements for the relocation of overhead telephone and CATV facilities that are currently attached to Company poles. • Location of the relocation of Company overhead facilities to Manhole and Duct Bank Facilities will be the City of Round Rock Southwest Downtown District Main Street Project in Round Rock, Texas. November 18, 2010 Todd Keltgen City of Round Rock 212 Commerce Cove Round Rock, TX 78664 Bob Fajku Son10r Mana.;F New Construct' Oncor Electric Delivery 350 Teras A,,enue Round Rock, TX 78664 Re: Oncor Electric Delivery Layout & Specifications for Round Rock D District Main Street Project owntown Enclosed is a copy of our layout and specifications for the above referencedro' � - P t. Your contractor will he responsible for the following requirements: • Materials and workmanship must be inspected by Oncor Electric Delivery to any cover-up er y prior • Contact Mr. Tony Moore, Oncor Electric Delivery Construction Coordinat (512) 244-5659 to schedule your inspection. or at • A twenty-four (24) hour advance notice is needed for scheduling the inspection. • Your contractor must have the attached layout and specifications in possession n. at the time of inspections. p ssion Failure by your contractor to comply with these requirements will delay the inspection process. Once accepted, all facilities will become the property of Oncor Electric Delivery. You will he held responsible for repair or replacement of these materials for a period of two years. If you have any questions, please feel free to call me at (512) 244-5691. Sincerely, ate?. )/ 'l Bob Fajkus Enclosures cc: Mr. Tony Moore LEGEND: t_ SEC Pedistel El SWITCHGEAR p TRANSFORMER O MANHOLE ° POLE 25 KV OVERHEAD PRIMARY 12.5 KV OVERHEAD PRIMARY ?' 3' SCH 40 CONDUIT EXISTING DUCT E6: 6E6 - 6 AT 6' 8 EXISTING DUCT E4: 4E6 - 4 AT 6' 8 EXISTING DUCT E2: 2E6 - 2 AT 6' 8 NM NM MEM PROPOSED DUCT Round Rock District WR 3068850 Round Rock: Downtown Underground Project One Line Drawing Oncor Electric Delivery Duct Drawing Dote: 11—! 8-2o1c) FO tr ly known A s {ft TXU Electric Delivery Specifications for Manhole and Duct Structure Facilities Specification MMD - 5 Revision 1, February 2005 WR 1r 3068850 R 0 y n ci R o c. k Downtown bis' c+ M 0.,i0 S%reel- Phase CfamerC,Y;1 work Specif c4fionS Dad; 11-18-10 SPECIFICATIONS FOR MANHOLE AND DUCT STRUCTURE FACILITIES Specification Number: MMD - 5 Table of Contents Page # I. Scope 2 I1. Definitions 2 III. Codes & Ordinances . , 2 IV. General . . . . . . . 2 V. Company Responsibility 4 V1. Contractor's Responsibility 5 VII. Variances 11 VIII. Attachments 11 Trench Section Conduit Detail (Typical Duct Section) 12 4 -Way Manhole Detail 13 3 -Way Manhole Detail 15 2 -Way Manhole Detail 17 Manhole Neck Detail 18 5' x 5' Manhole Concrete Entrance Pad . 19 Termination of a Conduit Line for Future use. . 20 Termination of a Conduit at Riser Pole. 21 Substation Ground Wire Repair Detail 22 Switchgear Pad Detail 23 Manhole Frame and Cover 24 Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 2 1. SCOPE TXU ,„„'"m` Electric Delivery This document, when applied in conjunction with the construction drawing(s), represents the minimum requirements and specification for TXU ELECTRIC DELIVERY manhole and conduit systems. (duct structure) II. DEFINITIONS A. Company: TXU ELECTRIC DELIVERY and its designated representatives B. Contractor: Individual or firm performing work for TXU ELECTRIC DELIVERY III. CODES AND ORDINANCES All applicable codes and ordinances shall be followed in the design and construction of the manhole and conduit line system. Included, but not limited to, are the following: A. Local City Building Code B. The National Electric Safety Code (NESC) C. The contractor shall be familiar with and shall comply with all applicable requirements of these specifications and with OSHA requirements. If there are any conflicts or omissions, the OSHA requirements shall be met. Any conflict or omission shall not relieve the contractor of responsibility of complying with OSHA requirements. D. Local City Location and Coordination Policy (if applicable) E. The American Concrete Institute (ACI) F. The American Society for Testing and Materials (ASTM) G. Texas State Department of Highways and Public Transportation - Utility Accommodation Policy H. Local, city, state and federal environmental regulations. IV. GENERAL A. UTILITIES 1. The Contractor shall locate and protect all existing utilities, whether indicated on the design drawings or discovered during the work. The Contractor shall immediately notify the Company's Authorized Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 3 Representative when any utility not previously indicated or inaccurately indicated on the design drawing is discovered. 2. The Contractor shall coordinate with the utility owner and shall allow entrance, opportunity, and ample time for all utility relocations, extensions, and modifications necessitated by the work. B. DEWATERING -The Contractor shall remove all existing standing water located on the work site. Furthermore, the Contractor shall maintain the work site, including excavations, pits, and all other depressions, free from surface water. 1. Drainage a. The Contractor shall stockpile all materials required for or resulting from the work in a manner which will minimize the obstruction of the natural flow. b. When operations are interrupted by unfavorable weather conditions, the Contractor shall prepare the work site to avoid ponding and erosion. 2. Clearing - No trees shall be cut or removed, except as directed by the Company's Authorized Representative. The Contractor shall use proper care to prevent damage to trees which are to remain on site. C. TRENCH SAFETY - The Contractor is responsible for obtaining and implementing the trench safety program. Three copies of the trench safety specification (certified by a registered professional engineer in the State of Texas) shall be supplied to TXU ELECTRIC DELIVERY before construction begins. D. CONSTRUCTION SCHEDULE - The Contractor shall supply a construction schedule to TXU ELECTRIC DELIVERY before construction begins. E. MATERIALS - This is a turnkey job. The Contractor shall supply all materials for this job including manholes, necks, frames and covers, con -seal, ground rods, PVC conduit, PVC bends, PVC couplings, tie -wraps, conduit spacers, PVC adhesive, concrete, select backfill, pull ropes, pre -cast switchgear pads, etc., per TXU ELECTRIC DELIVERY Specifications unless otherwise specified, in writing. F. SURVEY - Unless otherwise noted the Contractor shall be responsible for providing Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 4 all surveying work needed to insure that the duct structure is constructed per the design. G. PERMITS - The Contractor is responsible for obtaining city permits (if allowed by local authorities), and all construction shall be in accordance with city specifications unless otherwise specified. H. WORKING HOURS - Under normal working conditions, the placement of concrete shall be done between the hours of 8:00 AM - 4:30 PM on weekdays. TXU ELECTRIC DELIVERY inspector shall be notified a minimum of 2 hours prior to the delivery of concrete and shall be present during placement. I. STREET CLEAN-UP - The Contractor shall be responsible for cleaning paved streets that have been soiled by their construction vehicles within 24 hours after notification, by the appropriate governing authority or Company Representative. J. RAMPS - The Contractor may need to install ramps to protect street curbs from damage due to construction vehicle traffic. K. TRAFFIC COORDINATION - Contractor shall have flag -men, road signs, etc. to coordinate traffic around the job site per city or state requirements. L. SPOILS - All unused spoils shall be hauled off the job site by the Contractor. M. AS-BUILTS - Contractor shall supply TXU ELECTRIC DELIVERY one set of as - built drawings upon completion of the job. N. DESIGN CHANGES — Contractor shall submit a written request to the appropriate TXU ELECTRIC DELIVERY Authorized Personnel prior to any modification to the original design drawings that will change the number of bends or add 10 percent or more to the overall conduit length found on the original design plan. This written request must be provided prior to implementation of change. V. COMPANY RESPONSIBILITY - The following shall be performed by and be the responsibility of the Company: A. The Company inspector is to inspect all manhole installations prior to the placing of backfill and all conduit installations prior to the placement of concrete. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 5 B. The Company inspector is responsible for coordinating all field changes with Engineering. C. All testing of concrete and backfill, which are deemed necessary by the Company, shall be performed by a local testing laboratory at the Company's expense. VI. CONTRACTOR'S RESPONSIBILITY - The following shall be performed by and be the responsibility of the Contractor: A. The contractor shall notify TXU ELECTRIC DELIVERY Inspector a minimum of 24 hours before scheduling the pouring of concrete. B. CONCRETE ENCASED DUCT STRUCTURE INSTALLATION 1. All conduit shall be concrete encased with a minimum of 3" of concrete. The top conduits of any duct structure shall have a 3" or 6" minimum cover depending on location site. Refer to construction drawings for duct section. All concrete encasement shall have a pattern finish. 2. Concrete: 5 sack Portland Type 1 cement, 3/4" maximum size aggregate, 3000 PSI @ 28 days. The slump of the concrete may be increased by the Contractor, with the approval by the Company inspector or approved TXU ELECTRIC DELIVERY representative, in order to facilitate a wetter mix to insure total encasement of the duct. However, the slump should not be increased to the point where the ultimate yield strength of the concrete in jeopardized. 3. Placement: All concrete shall be installed by the use of a hopper, trimmie, chute, or pump truck unless otherwise specified by TXU ELECTRIC DELIVERY inspector. At no time shall concrete be placed with a front-end loader or any other similar type of machinery. 4. The duct structure shall be held down with screw jacks (or by equivalent means) at 20 ft. maximum intervals in order to prevent floating or racking of the duct during placement of the concrete. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU ''`"`1'w Electric Delivery 6 5. Conduit, bends, elbows and coupling: PVC conduit shall be minimum 6" type DB, TC -6 DB-60/ASTM F-512, 90 degrees centigrade rated or greater unless otherwise specified. All PVC 6" bends and elbows shall have a 36" radius. See attached sketch for any deviation in conduit size. 6. Spacers: Carlon #288RLN (Base) and 289RLN (intermediate) or other TXU ELECTRIC DELIVERY approved spacers shall be spaced at 5' intervals (max). Spacers will be required and tied together with non-metallic tie - wraps. Spacers shall also be used to "hold-down" the top row of ducts. 7. When complete, each conduit installed will be checked by pulling both a mandrel and a swab through the entire length of conduit. A swab cannot detect a break with a concrete buildup. C. MANHOLE INSTALLATION 1. Manhole: Precast type, unless otherwise noted, should be supplied by Brooks/Old Castle (or other approved supplier) and be octagonal shape, 3 - sections 15,000 lbs./section unless otherwise specified. (See attachment) 2. Preparation: 6 inches minimum pea gravel of cushion shall be installed in the bottom of the excavated area prior to the manhole installation. Sand base may be used with Project Manager's approval. 3. Installation: A crane will be required to install all manholes, and it is the Contractor's responsibility to obtain the crane. Approved sealant is required on all interfaces (supplied with manholes). 4. Backfill: Select backfill should be installed around manholes and compacted to 95% minimum or flowable material shall be used as select backfill when requested. 5. Entrance grade: The Contractor shall install the frame/cover and neck. TXU ELECTRIC DELIVERY construction plans show the approximate entrance elevation, however it is the Contractor's responsibility to install the necessary amount of neck to bring the top of the cover 2" above finished grade (or flush with street grade when cover is in street). Saw cutting or grout -fill may be required to obtain the appropriate entrance elevation. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 7 6. The Contractor shall supply one (1) 8' x 5/8" copper clad ground rod, weld type, in each manhole. Ground rod shall be vertically driven into undisturbed soil. if rock is encountered, grounding shall be as directed by TXU ELECTRIC DELIVERY inspector. 7. Concrete pad: The Contractor shall install a 5' x 5' x 6" concrete pad around all manhole entrances in all non -paved areas. See attached drawing for reinforced steel requirements. D. BACKFILL AND COMPACTION 1. Top Soil: Existing top soil shall be replaced. Top soil shall be free of all rock and clay. 2. Backfill: The backfill operation shall begin after the concrete has had time to cure. The curing time is at the discretion of TXU ELECTRIC DELIVERY inspector. The backfill shall have no rocks larger than 6". 3. Compaction: 95% minimum requirement 4. Lifts: 1 foot lifts (maximum) 5. Compaction Test: TXU ELECTRIC DELIVERY responsibility 6. Final Grade Elevation: The Contractor shall return the excavated area back to the developer's original grade elevation. E. SUBSTATION FEEDER EXIT INSTALLATION - This covers the procedures and materials to be used during site work at TXU ELECTRIC DELIVERY substations or switching stations. 1. Company privileges - The Company's Authorized Representative shall have the right to test, at Company expense, all materials secured and work performed. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 4416 TXU Tol, Electric Delivery 8 Substation Ground Repair - Substations generally have grounding systems consisting of copper wires buried 1-3 feet beneath the surface which attach to substation structures and perimeter fences. These ground grid wires may exist at any location inside the substation to a few feet outside the substation fence. If this ground grid wire is damaged, the CONTRACTOR shall notify TXU ELECTRIC DELIVERY and repair the damage. Repair to damaged ground grid wire shall be made to TXU ELECTRIC DELIVERY standards. Most repairs to the ground grid wire may be made as shown on TXU ELECTRIC DELIVERY drawing GNDREPAIR (See attachment p.22). If the scope of the repair required to the substation grounding system is greater than that shown on GNDREPAIR, contact TXU ELECTRIC DELIVERY. 3. The Contractor shall maintain access to the work site at all times. 4. Backfill - The Contractor shall backfill all excavations made during the clearing and grubbing operations with compacted fill material. Fill material, placement, and finishing shall comply with the provisions of Section E-6 thru E-8 and as found on attachment (page 12) . 5. Excavating a. The Contractor shall excavate to the contours, grades, and elevations indicated on the grading plan. b. Excavated materials, suitable for use as fill as determined by the Company's Authorized Representative, shall be placed in compliance with the provisions of Section E-7 in fill or embankment areas indicated on the grading plan. c. The Contractor shall haul and dispose of all surplus excavated materials. Disposal shall be away from the site, unless otherwise noted. The Contractor shall meet the requirements of regulatory authorities regarding proper disposal. 6. Fill Material a. Excavated material, with prior approval by the Company's Authorized Representative, may be used as fill material. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 7. Filling tt TXU Electric Delivery 9 b. Prior to hauling in fill material, the Contractor shall inform the Company's Authorized Representative of the location of the proposed fill material so that samples may be obtained for required tests. c. Soil suitable (per 6.b.) for use as fill material shall be free from organic matter and deleterious substances and shall contain no rocks or stones larger than one inch in diameter. d. The soil shall be classified as sandy clays or clayey sands having a Plasticity Index (PI) greater than 4 and less than 12 and a Liquid Limit (LL) less than 30. The Company shall pay for a maximum of two series of the above tests. Any additional tests required by failure of the material to meet the requirements shall be performed at the expense of the Contractor. e. if the tests performed on the proposed fill material yield satisfactory results, the fill material shall then be tested in accordance with "Maximum Density -Optimum Moisture Test" ASTM -D698 (Standard Proctor Test), and the results used in compaction. a. The Contractor shall fill to the contours, grades, and elevations indicated on the grading plan. b. Fill material shall be placed in lifts not exceeding 12 inches in uncompacted thickness, sprinkled, rolled, and compacted to a minimum of 90% of maximum dry density as determined by ASTM D-698. c. Water necessary to obtain proper moisture content for compaction shall be furnished by the Contractor. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 8. Finish Grading ifb TXU ~`A' Electric Delivery 10 a. The Contractor shall fill to the contours, grades, and elevations indicated on the grading plan. b. The Contractor shall correct all imperfections, discovered during finish grading, by scarifying the area affected, adding or removing material as required, reshaping, and recompacting. c. The Contractor shall not apply yard covering until the subgrade has been approved by the Company's Authorized Representative. 9. Yard Covering (crushed limestone) - The crushed limestone shall conform to Texas State Department of Highways and Public Transportation's 1982 Standard Specifications for Construction of Highways, Streets and Bridges, Item 248. 10. Application of Yard Covering a. The Contractor shall apply, to all areas indicated on the grading plan, sufficient yard covering to obtain a minimum of four inches after compaction. b. Yard covering shall be compacted to a minimum of 90% of maximum dry density as determined by ASTM D-698. c. Under no circumstances shall the Contractor add thin layers of fine materials to yard covering in order to meet the final grade. 11. Application of Base Material (Roads and Parking Areas) a. The Contractor shall, unless otherwise noted, supply base material which complies with the provisions of Section E-9. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 ":14"*.TXU Electric Delivery 11 b. The Contractor shall apply, on all limestone roads and parking areas, sufficient base material to obtain a minimum of six inches after compaction. c. Base material shall be compacted to a minimum of 95% of maximum dry density as determined by ASTM D-698. b. Under no circumstances shall the Contractor add thin layers of fine materials to base material in order to meet final grade. 12. Final Grading (Roads and Parking Areas) a. The final grading shall provide smooth and uniform surfacing and shall be approved by the Company's Authorized Representative. b. The Contractor shall correct all imperfections discovered during final grading by scarifying the area affected, adding or removing material as required, reshaping, and recompacting. VII. VARIANCES A. Variances to these specifications shall be submitted in writing to and approved by the Company prior to construction. B. Any approved variance shall apply only to the particular project for which it was submitted. VIII. ATTACHMENTS Copyright 2005 TXU Electric Delivery Company All Rights Reserved TYPICAL DUCT SECTION 24 24' -01 24" 24" APPROVED BY TXUE/ectric De/i verY12 COPYRIGHT 2036 T%U ELECTRIC DELIVERY COMPANY AU. RIGHTS RESERVED 8 205 - 490 01-09 GENERAL GUIDELINES FOR CONCRETE ENCASED DUCTBANK INSTALLATIONS (NON -NETWORK) ENO VIEW OF TRENCH 8E6 DUCT (TYPICAL NON -NETWORK INSTALLATION SHOWN) (G(4(EaIF .� POLYURETHANE DISK MANDREL FINAL GRADE II• i="1=111= SOIL BACKFILL T=L-� -III=117III-III-1 I=I I I -I W I_I I I -I I I III=1 I -� 205 - 490 01-09 d'• 1=y1=11 r=11_ --g, =Hp 'T 1=III 11 i=l l 111_11 SECTION OF TRENCH SYSTEM NON NETWORK DUCT DIMENSION 2E6 4E6 6E6 8E6 10E6 A (MN.) 3'-7" 4'-5" 5'-2" 6'-0" 6'-9" 8 (MIM r-1" r-ir' 2'-8" 3''6" 4'-3" TABLE 1 1 CU. YD. OF CONCRETE 2E6 4E6 6E6 8E6 10E6 COVERS IN LINEAR FT. 16.875' 8.438' 6.819' 4.956' 3.99' TABLE 2 NORMAL DUCT SIZE MAX. DISK TOTAL DIAMETER WEIGHT NON -NETWORK 6 NCH DUCT CONDUIT 15'/2ITCH 16.20 18. NOTES: 1). CONDUIT IS TO BE PVC TYPE DB -60 FOR CONCRETE ENCASEMENT. 2). ALL CONCRETE OF THE ENCASEMENT IS TO HAVE A COMPRESSION TEST STRENGTH OF 3000 PSI AT TWENTY EIGHT DAYS. 3). INSTALL DUCT SPACERS "CARLON (SNAP -LOC) TYPE" OR EQUIAL EVERY 5 FEET ALONG THE ENTIRE LENGTH OF THE DUCT. 4). THE DUCT SPACERS ARE TO PROVIDE 3 INCHES OF VERTICAL AND HORIZONTAL SEPARATION BETWEEN CONDUITS FOR NON -NETWORK SYSTEM INSTALLATIONS. 5). THE DUCT SPACERS ARE TO PROVIDE 1 12 INCHES OF VERTICAL AND HORIZONTAL SEPARATION BETWEEN CONDUITS FOR NETWORK SYSTEM INSTALLATIONS. 6). THE DUCT LINE SHALL BE SECURED TO EARTH AT EACH SPACER LOCATION PRIOR TO POURING CONCRETE TO PREVENT THE CONDUIT FROM FLOATING. 7). ALL CONDUIT/DUCT SPANS SHOULD BE INSTALLED WITH A SLOPE TOWARD EACH OF THE MANHOLES TO PROVIDE DRAINAGE OF WATER TO A PUMPABLE LOCATION. 8). AU. BACKFILL OF A CONDUIT/DUCT TRENCH SHALL BE REPLACED TO A MINIMUM COMPACTION OF 95%. 9). RED POWDER CONCRETE DYE IS TO BE PLACED ON THE DUCT ENCASEMENT CAP IMMEDIATELY AFTER THE CONCRETE POUR HAS TAKEN PLACE TO AID WITH FUTURE LOCATES OF PRIMARY DUCT. 10). CONDUITS FOR INCOMPLETE DUCT LINES (STUBS), ARE TO REMAIN EXPOSED FROM THE ENCASEMENT FOR FUTURE RETRIEVAL, BE CAPPED WATERTIGHT AND HAVE AN ELECTRONIC MARKER INSTALLED. 11). EACH CONDUIT OF A CONCRETE ENCASED DUCT SHALL BE INSPECTED BY PULUNG A DISK MANDREL OF PROPER SIZE THRU IT'S ENTIRE LENGTH AS SOON AS POSSIBLE AFTER ITS ENCASEMENT HAS BEEN POURED TO INSURE IT'S INTEGRITY. 12). EACH 6 OR 5 INCH CONDUIT OF AN ENCASED DUCT IS TO HAVE A 6000 L8. PULL TAPE INSTALLED FOR FUTURE CABLE PULUNG. MANDREL SIZES APPROVED BY ITEM QTY DESCRIPTION TSIWREF CU MU 1 2 AS REQ. DUCT BANK, CONDUIT, 6 IN., LESS SPACERS & CONCRETE, NON -NETWORK. 315090 DB2X_ 3 AS REQ. AS REQ. FITTING CONDUIT, PVC, SPACER, BASE/TOP, 6 INCH, NON-NETWORK(4 EACH). 320772 CSPR6B 4 AS FITTING CONDUIT, PVC, SPACER, INTERMEDIATE, 6 INCH, NON-NETWORK(4 EACH). 320773 CSPR6M 5 REG. ROPE, PULL TAPE, 6000 LB STRENGTH, PRELUBRICATED, (PER FOOT) 397616 PTAPE60 6 AS REO. AS REO. DUCT MARKER, BURIED, DEVICE, ELEK TUNED, RED, (EACH). CONDUIT PROOFING MANDREL 307391 ELECMKRC APPROVED BY 205 - 460 03 - 08 cn DUCT TERMINATOR ALIGNMENTS FOR PRECAST CONCRETE MANHOLES 3" O 0 O 0 00 7 0 L_0 10 L. 3" 3 10E6 2W -6H SPECIAL ORDER F10 F2Cr O 0 O 0 0® O 0 8E6 2W -4H STANDARD ORDER FOR NON -NETWORK DUCT BANKS TWO THREE INCH CONDUITS HAVE BEEN MADE AVAILABLE ON THE TOP POSITION OF EACH OF THE TERMINATORS FOR INSTALLATION OF FIBER OPTIC CONTROL CABLE TO AN AUTOMATED SWITCHGEAR OR VAULT AS NECESSARY. F10 F20 100 O 0 ® 0 6E6 2W -3H SPECIAL ORDER F10 F20 00 00 4E6 2W -2H SPECIAL ORDER 205 - 460 03 - 08 2E6 tO 2W -1H SPECIAL ORDER ALIGNMENT FOR NON -NETWORK MANHOLE DUCT TERMINATION FOR 6" CONDUIT (TYPICAL) ri13-r 3" 000 O 0® �� O 0 g(J .43- 15E5 3W -5H NETWORK ORDER It 3" W = 2'-4 11,16" 12E5 3W -4H NETWORK ORDER ALIGNMENT FOR NETWORK MANHOLE DUCT TERMINATION FOR 5" CONDUIT (TYPICAL) NOTES: 1. THE NUMBERING SYSTEM SHOWN ASSUMES ONE IS STANDING IN THE CENTER OF THE MANHOLE FACING THE TERMINATOR WALL. 2. IN THE EVENT THAT ALL OF THE AVAILABLE CONDUIT POSITIONS OF THE TERMINATOR ARE NOT NEEDED FOR AN INSTALLATION. THE BOTTOM CONDUIT POSITIONS SHOULD BE USED FIRST TO ALLOW FOR FUTURE CONDUIT EXITS FROM THE MANHOLE. 3. TO PREVENT WATER AND DEBRIS MIGRATION INTO THE MANHOLE, DO NOT REMOVE THE "KNOCK -OUT" MEMBRANES OF ANY UNUSED TERMINATOR POSITION. ALSO DUCT PLUGS SHOULD BE INSTALLED IN ALL CONDUITS THAT ARE UN -OCCUPIED BY CABLE. 4. 5 INCH CONDUIT IS TO BE USED FOR DUCT PROJECTS WITHIN THE NETWORK DISTRIBUTION SYSTEMS ONLY. CABLE SIZES NECESSARY FOR NON -NETWORK DUCT SYSTEMS WILL. REQUIRE 6 INCH CONDUITA3UCT INSTALLATIONS. 5. THE SYSTEMS DEPICTED ABOVE ARE MANHOLE FACING CONDUI&DUCT SYSTEM TERMINATORS ONLY, AND SHOULD NOT BE MISTAKEN FOR DUCT SECTION DETAILS. 6. THE THREE INCH CONDUIT FOR FIBER OPTIC CABLE HAS BEEN OMITTED ON THE 10E6 DUCT DUE TO A LACK OF WALL SPACE. ITEM QTY DESCRIPTION TSWREF CU MU APPROVED BY 205 - 465 117, 05 — 08 MANHOLE LARGE FOUR WAY 205 - 465 PRECAST REINFORCED CONCRETE 05 — 08 1Y-0• MAX THE STANDARD FOUR WAY MANHOLE IS MANUFACTURED IN THREE SECTIONS NOTE 6 Y PVC SLEEVE IN FLOOR FOR GROUND ROD (4) PLAN 17-0• MAX. 2 INSERTS FOR CABLE,SPUCE RACKS I I z !IT e e.. H T— e • 0:•••0'• d• .• • e • e • e' • e . e • e • • • •e•. e. . i. ••e F' --W .1 NOTE 11 O �3' CONDUIT 00 00 00 00 Pc TERMINATORS z i SIDE ELEVATION a a '4 ea •6. 7-6 W DIA 3 %2' DIA ..?'—Cr01A._ MANHOLE NECK NOTE 9 • a .. ,• .off . �e 4'. i'••••••Pe'• .•q. .•. • •q •'ag •f in , i •04 6:L_J ti ie , 1'-10' l NOTE 11 ����I1113.CONDUIT — DESCRIPTION -' 0 Z •q 1' 1 NOTE 4 . " �i j 1 2 00 I00I FLOOR GRADED TO DRAIN ie •_°•Q(I..e•• o. .. 1.-0" 1' PVC SLEEVE IN FLOOR FOR GROUND ROD (4) • • 0..6.0 op. • • •ee • e • °•e Il tr WATERTIGHT SUMP A—A CENTERED IN MANHOLE r SECTION NOTES: 1. STANDARD MANHOLES ARE SHOWN IN DRAWINGS 205-465,205-470 AND 205-475. 2. THE MAXIMUM DESIGN DEPTH FOR A MANHOLE IS 20 FEET TO THE FINISHED FLOOR. THIS INCLUDES 12 FEET OF NECK. (FOR DEPTHS GREATER THAN THIS CONTACT DISTRIBUTION STANDARDS). 3. MANHOLES SHALL BE USED FOR LOCATIONS AS FOLLOWS: A. WHERE MULTIPLE CIRCUITS OF UNDERGROUND PRIMARY VOLTAGE CONDUCTOR ARE TO BE PULLED IN AND/OR SPLICED. B. WHERE SPLICING POINT WILL BE IN A STREET OR TRAFFIC AREA. (CONDUCTOR SIZES 10 AND UP) (NOTE: 4X8 SPLICING BOX IS NOT DESIGNED FOR APPLICATIONS WHERE THERE WILL BE ANY INTENTIONAL VEHICULAR TRAFFIC.) 4. SEE DRAWING 205-480 FOR DETAILS ON TERMINATOR SPECIFICATIONS AND DIMENSIONS DENOTED BY W AND H. 5. ALL JOINTS BETWEEN MANHOLE SECTIONS AND MANHOLE NECK SECTIONS SHALL BE PAINTED WITH "RAM-NEK" PRIMER OR APPROVED EQUAL BY MANHOLE SUPPLIER. ALL JOINTS SHALL BE MADE WATERTIGHT AT THE AT THE TIME OF INITIAL INSTALLATION. 6. TO PREVENT WATER AND DEBRIS MIGRATION INTO THE MANHOLE, DO NOT REMOVE THE "KNOCK -OUT" MEMBRANES OF ANY UN -USED TERMINATOR POSITION. ALSO DUCT PLUGS SHOULD 8E INSTALLED IN ALL CONDUITS THAT ARE UN -OCCUPIED BY CABLE. 7. FINAL SLOPE OF TOP OF MANHOLE SHALL BE 2" MINIMUM, TO DRAIN WATER FROM TOP OF MANHOLE. 8. A MINIMUM OF FOUR 5.8 IN. X 8 FT. COPPER CLAD GROUND RODS SHALL BE INSTALLED IN EACH MANHOLE. 9. SEE DRAWING 205-480 FOR NECK DETAILS AND 205-485 FOR LID AND FRAME SPECIFICATIONS. 10. PRE -CAST CONCRETE MANHOLES ARE TO BE INSTALLED ON A MINIMUM OF AN ir GRAVEL BASE TO AID IN LEVELING. 11. IF FIBER OPTIC CONTROL CABLE IS TO BE INSTALLED IN THE DUCT SYSTEM, ONE OF THE TOP r CONDUITS SHOULD BE USED IF AVAILABLE. (SEE DRAWING 205-450 FOR FIBER OPTIC CABLE RACKING REQUIREMENTS). FOR FIBER OPTIC CONTROL CABLE INSTALLED FROM MANHOLE TO SWITCHGEAR PAD USE 3" CONDUIT TERMINATION ABOVE 6" CONFIGURATION. (SEE DRAWING 205-342). APPROVED BY ITEM QTY DESCRIPTION TSWREF CU MU 1 2 1 2 MANHOLE 4 -WAY PRE -CAST CONCRETE WITH COVER AND FRAME. ROD, GROUND, COPPER CLAD STEEL, 59 INCH X 8 FOOT 316942 300524 M NNHOLE4W MH4WCUST GSSP81021M APPROVED BY 205 — 480 2 2 f q 01-09 MANHOLE NECK, LADDER AND ENTRANCE PAD INSTALLATION SECTIONS "A -A" & "B -B" 6' X 6' CONCRETE ENTRANCE PAD 3" 6'-0" 7-0" TO FLOOR OF MANHOLE r 1 16" _ eFINAL GRADE 9_ IF IN SOIL io 1 6' 205 — 480 01-09 COVER RING SHALL BE CAST IN THE CONCRETE PAD AT MANHOLES NOT TO BE INSTALLED IN PAVED AREAS. INSTALL #5 REBAR APPROX 6 INCHS FROM EDGE OF PAD 9" ENTRANCE PAD DETAIL EACH MANHOLE INSTALLATION SHOULD HAVE A MINIMUM 36 INCH NECK SECTION. PLEASE CONSULT WITH DISTRIBUTION STANDARDS IF A LESSER NECK IS NEEDED. "RAM-NEK" PRIMER COPOLYMER POLYPROPYLENE PLASTIC SECTIONS. STEEL REINFORCED LADDER RUNG. (IF DESIGN CALLS FOR A FIXED LADDER INSTALLATION/. IF DESIGN CALLS FOR A FIXED LADDER, THE CREW INSTALLING THE MANHOLE NECK SECTIONS SHALL INSTALL THE LADDER RUNGS. INSTALLATION INSTRUCTIONS ARE SUPPLIED IN THE PACKAGE WITH LA Eq RUNG ASSEMBLY. JJ LQ, der Nvf- Re yuored „..---TOP OF MANN t1= SECTION "A A" SECTION "B -B" / /• QTY i✓4,, \ \ \ ,,,n1 i `\ ___ // 320774 MN36X12 205 — 480 01-09 COVER RING SHALL BE CAST IN THE CONCRETE PAD AT MANHOLES NOT TO BE INSTALLED IN PAVED AREAS. INSTALL #5 REBAR APPROX 6 INCHS FROM EDGE OF PAD 9" ENTRANCE PAD DETAIL EACH MANHOLE INSTALLATION SHOULD HAVE A MINIMUM 36 INCH NECK SECTION. PLEASE CONSULT WITH DISTRIBUTION STANDARDS IF A LESSER NECK IS NEEDED. "RAM-NEK" PRIMER COPOLYMER POLYPROPYLENE PLASTIC SECTIONS. STEEL REINFORCED LADDER RUNG. (IF DESIGN CALLS FOR A FIXED LADDER INSTALLATION/. IF DESIGN CALLS FOR A FIXED LADDER, THE CREW INSTALLING THE MANHOLE NECK SECTIONS SHALL INSTALL THE LADDER RUNGS. INSTALLATION INSTRUCTIONS ARE SUPPLIED IN THE PACKAGE WITH LA Eq RUNG ASSEMBLY. JJ LQ, der Nvf- Re yuored „..---TOP OF MANN t1= SECTION "A A" SECTION "B -B" APPROVED BY ITEM QTY DESCRIPTION TSWREF CU MU 1 AS REO. 12 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320774 MN36X12 2 3 AS REQ. 18 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320775 MN36X18 AS REG. 24 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320776 MN36X24 4 5 AS REQ. 36 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320777 MN36X36 AS REG. COPOLYMER POLYPROPYLENE PLASTIC STEEL REINFORCED LADDER RUNG. 482911 MHSTEP 6 AS REQ. BAR, STEEL, REINFORCING, DEFORMED, 348 X 20 FT, ASTM A-015, GRADE 60. 303750 APPROVED BY win IO iCCC‘j co . _ ? N 'oi 1--o;a �3� J W U o O a d. U O Q r- F- 0 CC 0 J O 1 Z Q Z>W} M %' Q J UJ o= COATING UNDIPPED m W _ w a� W o0ILI U COZ CE 6 co W Q �N�N Q R cc IW_ w < O Q < �. p Id QW w zN U w 0 WW r- N�Qo.4- o o OZ ' UQ0p�� Z CO 00 00 in ln 0000 Z (D (D (D cc Z <= 0(n wcicr F -OW 5 M ma z Lir N 0 W 0 0 0 COVER BACK 1"O VENT HOLES REMOVABLE LOGO n£ i" 8. 0 E to" wON C Ali1Q11 S�© s W ' cc 8 W O U N Z < C-.) H 0 0 W ce a a Li col O N PRODUCT NO. CATALOG NO. FRAME TOP VIEW REF. PRODUCT DRAWING z t0 FRAME: 338LBS OPEN AREA MAT'L SPEC. LOAD RATING 0 V MACHINED BEARING SURFACE FRAME SECTION 15" Top Weight — 14,650 Lbs. Item# — 1005260 54" Extension Weight — 13,400 Lbs. Item# — 1005220 6" Terminators cTyp.) Location as Req d. SCALE: NONE 15" Bottom Weight — 15,525 Lbs. Item# — 1005240 0 Oldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 7606.3 Phone: 817.453.1054 Fax: 817.453.4007 4 -WAY -MH -3P nu NAME 260UEE4—WAY—MH-3P_F.dwg ISSUE DATE January, 2003 10'-9" x 10'-9" x 7'-0" I.D. 4 -Way Octagonal Manhole 3 Piece Copyright ® 2001 oae.w; w.aski c, A t • i i • 1.1 • • 11'-11" 10'-9" 2'-8" • • • 4.. )i"0 Insert (Typical) PLAN VIEW r A Plastic Sump 36"0 Opening with Groove for Neck Extension 1" PVC Sleeve in Floor (Typical of 4) 36"0 Access Opening 0 O I f i D op11110 I Sump SECTION A -A a �l Recessed Pulling Iron (Typical) SCALE: 1/4"=1'—O" SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. 3. Loading: Designed for H2O Loading. 4. C.I. Castings: ASTM A48, Class 30/35. GENERAL NOTES: 1. Special Knockouts, Pulling Irons and Terminators per Customer Specifications. 6"0 Terminator (Typical) Oldcastle Precast 1100 Heritage Parlcway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 4 -WAY -MH -3P FlLE NAME: 260UEE4—WAY—MH-3P_B.dwg ISSUE DATE: January, 2003 www.01d6ssileprocas♦tco 11 10'-9" x 10'-9" x 7'-0" I.D. 4 -Way Octagonal Manhole 3 Piece CopyrIgli® 2001 a&laestliar—w.aft. SCALE: 1/2" = 1'-0" 36" Dia. Neck Extension Weight — See Table Item# — See Table Neck Data "A" Weight TSN Item# 6 400 N/A 1102220 12 825 320774 1102300 18 1225 320775 1102340 24 1650 320776 1102380 36 2475 320777 1102440 COOldcastle Precast 1100 Heritage Parkway, Mansfield. Texas 78063 Phone: 817.453.1054 Fax: 817.453.4007 NECKRING FILE NAME: 260UAANECKRING_F.dwg ISSUE DATE January, 2006 mvw.cldcastlsprocastcom 36" Diameter Neck Ring Extension No Steps Copyright ® 2006 owa..a:ereco ire. TERMINATION OF CONDUIT LINE FOR FUTURE USE STAIR STEPPED COLD JOINT WITH ELECTRONIC CONDUIT MARKER INSTALL ECM T-0" 6" MIN. ME CONDUITS pl FCTRONIC CONDUIT MARKER (ECM) 1. CONTRACTOR, UNLESS OTHERWISE NOTED IS RESPONSIBLE FOR OBTAINING AND INSTALLING THE ECM. 2. CONSULT TXU ELECTRIC REPRESEBTATIVE FOR APPROVED ECM. 3. ECM SHALL BE BURIED DIRECTLY OVER AND A MIN. OF 6` ABOVE DUCT INSTALLATION AND NO MORE THAN 6' BELOW FINAL GRADE. EACH CONDUIT TO BE CAPPED. TENCH BACKFILLED WITH SELECT FILL 4. ECM SHALL BE INSTALLED FLAT AND LEVEL. SEE PLAN SHEETS FOR LOCATION. 5. ECM SHALL BE COVERED WITH 4` OF FIRM SOIL TO PREVENT MOVEMENT OR DAMAGE DURING BACKFILL. )(COMPLETE DUCT LINE 1. ON ALL INCOMPLETE DUCT UNES (DUCTS THAT ARE TO BE EXTENDED AT A FUTURE TIME). THE CONDUITS ARE TO BE WATERTIGHT WITH A CONDUIT CAP SOLVENT CEMENTED INTO PALCE. 2. DOWELLING IS THE METHOD TO BE USED IN ORDER TO JOIN NEW DUCT TO EXISTING UNFINISHED DUCT. INSTALL 05 DOWELL WITH 8 INCHES MINIMUM EMBEDMENT. APPROVED BY TXUE/ectric De/iverY20 COPYRIGHT 2006 TRU ELECTRIC OELNERY COMPANY ALL RIGHTS RESERVED Switchgear Pad Weight - 5,447 Lbs Item# - 1804906 1" Chamfer All Around SCALE: 3/8"=1'.-0" 0 Oldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 PAD-SG5-6WAY-TXU FILE NAME. 260UETPAD-SG5-6WA'-TXUJ.dwg ISSUE DATE. January, 2006 www.oidcasdepncastoom Blockout TSN - 460221 127-1/2" x 75" x 6" 25KV DF Switchgear Pad (5-6 Way) TXU Copyright ®2006 orin.mu vno"tfrro. 1'-0" -� 0 1 1273" 7' 10" B il M rn B 1J PLAN VIEW M I I T 1 5' 4" 1274" ELEVATION A -A i 1' Chamfer ,dr-*-- All Around 15'x84' Blackout A 1'-53," SCALE: 1 /4"=1'-0" SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. 1" Chamfer All Around 15"x64" Blackout 4" —1 L-314 75" SECTION B -B 0 Oldcastie Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 617.453.4007 PAD-SG5-6WAY-TXU F11E NAME: 260UETPAD-SG5-61VAY-TXU_B.dwg ISSUE DATE January, 2006 www,oldcastbpmeastcom 8" TSN - 460221 127-1/2" x 75" x 6" 25KV DF Switchgear Pad (5-6 WAY) TXU Copyright 02006 awairs:P,ee k,,. 56" Transformer Pad Weight — 900 Lbs. Item# — 1804000 44" SCALE: 3/4" = 1.-0" COOldcastle Precast 1100 Heritage Parkway. Mansfield. Turas 7606.3 Phone: 817.453.1054 Fox: 817.453.4007 PAD -4456 13" x 26" Opening TSN - 304037 Alt. To Polymer TSN - 319332 FILE NAME: 260UETPA0-4456_F.dwg ISSUE DATE January, 2006 www.oldcastlsprocaskoom 44" x 56" x 5" Transformer Pad Single Phase Copyright ®2006 amossriProcstkw. A • • 56" CTI N 13" • PLAN VIEW • ELEVATION A -A SCALE: 3/4" = 1'-0" 13" x 26" Opening A SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. TSN - 304037 Alt. To Polymer TSN - 319332 COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 PAD -4456 FNE NAME: 260UETPAD-4456_B.dwg SUE DATE January, 2006 www.okkasdeprocast.com 44" x 56" x 5" Transformer Pad Single Phase Copyright 0 2006 Om-_: Pwo�t.wx. 1 SIDE O 0 O 2 SIDES 3 SIDES O O O 00 0 0 0 0 0 TYPICAL LAYOUT FOR TRAFFIC AND PARKING CONCRETE PAD i NOTE 2 12" 12" t 12" NOTE 4 NOTES: 0 NOTE 2 4" GALVANIZED PIPE FILLED WITH CONCRETE FINISHED GRADE 0 • o. •a • 12" DIA HOLE • �. 4 SIDES 0 0 0 O 0 0 NOTE 3 • • • o • -b • : b;- • •. 0 • • o• . 1. INSTALL GUARD POST WHERE PROTECTION FROM DAMAGE DUE TO VEHICULAR TRAFFIC IS NEEDED. 2. DISTANCE BETWEEN POSTS SHOULD NOT EXCEED 4 FEET. ADD ADDITIONAL POSTS WHERE NECES- SARY TO MEET THIS CONDITION. VERIFY LOCATION OF POST IN FRONT OF TRANSFORMER TO ALLOW FOR DOOR OPENING. 3. INCREASE HEIGHT TO 48" AND DEPTH TO WIN TRUCK LOADING AREAS, AND INCREASE SIZE TO 8" GALVANIZED PIPE. 4. THIS DISTANCE TO BE LARGE ENOUGH TO ALLOW FULL OPENING OF ALL EQUIPMENT DOORISI. CONTACT COMPANY REPRESENTATIVE TO VERIFY DIMENSION. GUARD POST 24'• CONCRETE INSTALLATION DDS -4 UG DETAIL SHEET 48 OF 55 TRANSFORMER CLEARANCE DETAILS 60" MIN. 42" MIN. LEFT SIDE OAS METER OPT10N GROUND TRANSFORMER OR SWITCHGEAR J 42" MIN. ELEVATION VIEW • iteigLERESM — 45" MIN. 60" MIN. + 4Y MIN LEFT S O€ OAS MEIDI OPTION PEDESTAL CLEARANCE DETAILS 36" MIN. .1 TRANSFORMER SWpRGEAR DO NOT INSTALL OAS METER IN FRONT OF A TRANSFORMER OR IN FRONT Of OR BEHIND SWIT HGEAR PLAN VIEW 18" MIN. WWI SIDE GAS IAFT SBIE GAS LLIBILLsteno ELEVATION VIEW PLAN VIEW RIGHT SIDE OAS METER OPTION RIGHT SIDE GAS METER OPTION NMI;: 1. MEASUREMENTS ARE REFERENCED FROM THE INLET GAS RISER. 2. THE MEASUREMENTS WILL ENSURE: A. THAT A MINIMUM CLEARANCE OF 36' IN. IS ATTAINED BETWEEN THE ENTIRE GAS METER INSTALLATION AND THE PADMOUNTED EQUIPMENT AND B. THAT A MINIMUM CLEARANCE OF 12 IN. IS ATTAINED BETWEEN THE ENTIRE GAS METER INSTALLATION AND ALL OTHER ABOVEGROUND FACILITIES INCLUDING ELECTRIC AND OTHER UTILITY PEDESTALS AND HANDHOLES. 3. THIS STANDARD APPUES TO 830 GAS METER INSTALLATIONS AND SMALLER. FOR LARGER METER INSTALLATIONS, CONTACT COMPANY REPRESENTATIVE FOR ASSISTANCE. 4. THIS DRAWING IS TYPICALLY USED WHEN THE GAS MAIN IS LOCATED IN AN ALLEY OR DEDICATED UTILITY EASEMENT. ABOVEGROUND CLEARANCES FROM GAS METER INSTALLATIONS DDS -4 UG DETAIL SHEET 51 OF 55 0 0 0 a NOTE 1 TRANSFORMER OR SWITCHGEAR Ili! lI III�� it II,=11 , J„1 J:I, q I ti tr NOTE 2 • +J4 Ili t �IpJ �I nr z 0 0@ X 0 I I li I I II I I Ii 111 111r:J' IIII{I QI II I I .1' it Ids 1'. .--I I II �I I. ...I: 1. PADMOUNTED EQUIPMENT, PEDESTALS AND OTHER ABOVE GROUND ENCLOSURES SHOULD BE LOCATED NOT LESS THAN 4 FEET FROM FIRE HYDRANTS. WHERE CONDITIONS DO NOT PERMIT A CLEARANCE OF 4 FEET, A CLEARANCE OF NOT LESS THAN 3 FEET IS ALLOWED. 2. ALL ABOVE GROUND METALLIC POWER AND COMMUNICATION EQUIPMENT (PEDESTALS, TRANSFORMER CASES, APPARATUS CASES, ETC.) THAT ARE SEPARATED BY A DISTANCE OF 8 FEET OR LESS SHALL BE BONDED. REFERENCE DETAIL SHEET 14 FOR METHOD FOR PROVIDING FOREIGN UTIUTY COMPANY EQUIPMENT GROUND. CLEARANCES CLEARANCES OF ABOVEGROUND EQUIPMENT - FOREIGN UTILITIES ENCLOSURES AND EQUIPMENT DDS -4 UG DETAIL SHEET 52 OF 55 ROUND ROCK, TEXAS PURPOSE. PASSION. PROSPERITY City Council Agenda Summary Sheet Agenda Item No. 10C3. Consider a resolution approving Amendment No. 4 to the BCRUA Annual Operating Agenda Caption: Budget for FY 2009-2010. Meeting Date: January 13, 2011 Department: Infrastructure Development and Construction Management Staff Person making presentation: Michael Thane, P.E. Director of Infrastructure Management Item Summary: The Operating Budget for the BCRUA was originally approved by the City Council on October 22, 2009 in the amount of $139,500 with anticipation for a future revision for audit services. On November 12, 2009, the City Council approved a budget revision in the amount of $14,400 for audit services, and on April 22, 2010 Council approved amendment No. 2. The third revision, approved on August 12, 2010, provided for additional amounts to be allocated to the line items for Accounting Services, Audit Services, and Miscellaneous. This fourth revision does not change the overall budget of $153,900; however, additional amounts are being allocated to Accounting Services. The Miscellaneous and Legal Services are reduced in order to allow for this revision. Staff from the Cities of Cedar Park, Leander, and Round Rock have reviewed and are in the process of approving the budget with their City Councils. Strategic Plan Relevance: Goal 27.0 "Ensure there is an adequate, affordable and safe water supply." Cost: N/A Source of Funds: N/A Date of Public Hearing (if required): N/A Recommended Action: Approval EXECUTED DOCUMENT FOLLOWS ti Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 6.3.4 Discretionary Service Agreement Page 1 of 2 WR # 3068850 Transaction ID: 21043 This Discretionary Service Agreement ("Agreement") is made and entered into this 11 th day of January , 2011 , by Oncor Electric Delivery Company LLC ("Oncor Electric Delivery Company" or "Company"), a Delaware limited liability company and distribution utility, and City Of Round Rock ("Customer"), a each hereinafter sometimes referred to individually as "Party" or both referred to collectively as the "Parties". In consideration of the mutual covenants set forth herein, the Parties agree as follows: 1. Discretionary Services to be Provided -- Company agrees to provide, and Customer agrees to pay for, the following discretionary services in accordance with this Agreement. Customer agrees to pay Company $202,117.35 for the relocation of Company overhead facilities to underground duct banks, manholes, switchgear pads, and transformer pads as specified in the attached Exhibit A. 2. Nature of Service and Company's Retail Delivery Service Tariff -- Any discretionary services covered by this Agreement will be provided by Company, and accepted by Customer, in accordance with applicable Public Utility Commission of Texas ("PUCT") Substantive Rules and Company's Tariff for Retail Delivery Service (including the Service Regulations contained therein), as it may from time to time be fixed and approved by the PUCT ("Company's Retail Delivery Tariff"). During the term of this Agreement, Company is entitled to discontinue service, interrupt service, or refuse service initiation requests under this Agreement in accordance with applicable PUCT Substantive Rules and Company's Retail Delivery Ta riff. Company's Retail Delivery Tariff is part of this Agreement to the same extent as if fully set out herein. Unless otherwise expressly stated in this Agreement, the terms used herein have the meanings ascribed thereto in Company's Retail Delivery Tariff. 3. Discretionary Service Charges -- Charges for any discretionary services covered by this Agreement are determined in accordance with Company's Retail Delivery Tariff. Company and Customer agree to comply with PUCT or court orders conceming discretionary service charges. 4. Term and Termination -- This Agreement becomes effective upon acceptance by Customer and continues in effect until completion of requested construction . Termination of this Agreement does not relieve Company or Gust omer of any obligation accrued or accruing prior to termination. 5. No Other Obligations -- This Agreement does not obligate Company to provide, or entitle Customer to receive, any service not expressly provided for herein. Customer is responsible for making the arrangements necessary for it t o receive any further services that it may desire from Company or any third party. 6. Governing Law and Regulatory Authority -- This Agreement was executed in the State of Texas and must in all respects be govemed by, interpreted, construed, and enforced in accordance with the laws thereof. This Agreement is subject to all valid, applicable federal, state, and local laws, ordinances, and rules and regulations of duly constituted regulatory authorities having jurisdiction. 7. Amendment --This Agreement may be amended only upon mutual agreement of the Parties, which amendment will not be effective until reduced to writing and executed by the Parties. But changes to applicable PUCT Substantive Rules and Company's Retail Delivery Tariff are applicable to this Agreement upon their effective date and do not require an amendment of this Agreement. 8. Entirety of Agreement and Prior Agreements Superseded -- This Agreement, including all attached Exhibits, which are expressly ma de a part hereof for all purposes, constitutes the entire agreement and understanding between the Parties with regard to the service(s) expressly provided for in this Agreement. The Parties are not bound by or liable for any statement, representation, promise, inducement, understanding, or undertaking of any kind or nature (whether written or oral) with regard to the subject matter hereof not set forth or provided for herein. This Agreement replaces all prior agreements and undertakings, oral or written, between the Parties with regard to the subject matter hereof, including without limitation N/A and all such agreements and undertakings are agreed by the Parties to no longer be of any force or effect. It is expressly acknowledged tha t the Parties may have other a greements covering other services not expressly provided for herein, which agreements are unaffected by this Agreement. 9. Notices -- Notices given under this Agreement are deemed to have been duly delivered if hand delivered or sent by United States certified mail, return receipt requested, postage prepaid, to: (a) �- l ol- t3-tOG2_ If to Company: Oncor Electric Delivery Attn: Bob Faikus 350 Texas Ave. Round Rock. TX 78664 Tariff for Retail Delivery Service Oncor Electric Delivery Company LLC 6.3 Agreements and Forms Applicable: Entire Certified Service Area Effective Date: September 21, 2009 (b) If to Customer: City Of Round Rock Attn: Todd Keltgen 212 Commerce Cove Round Rock. TX 78664 Page 2 of 2 The above -listed names, titles, and addresses of either Party may be changed by written notification to the other. 10. Invoicing and Payment — Invoices for any discretionary services covered by this Agreement will be mailed by Company to the following address (or such other address directed in writing by Customer), unless Customer is capable of receiving electronic invoicing from Company, in which case Company is entitled to transmit electronic invoices to Customer. City Of Round Rock Attn: Todd Keltgen 212 Commerce Cove Round Rock, TX 78664 If Company transmits electronic invoices to Customer, Customer mu st make payment to Company by electronic funds transfer. Electronic invoicing and payment by electronic funds transfer will be conducted in accordance with Company's standard procedures. Company must receive payment by the due date specified on the invoice. If payment is not received by the Company by the due date shown on the invoice, a late fee will be calculated and added to the unpaid balance until the entire invoice is paid. The late fee will be 5% of the unpaid balance per invoice period. 11. No Waiver -- The failure of a Party to this Agreement to insist, on any occasion, upon strict performance of any provision of this Agreement will not be considered to waive the obligations, rights, or duties imposed upon the Parties. 12. Taxes -- All present or future federal, state, muicipal, or oter lawful taxes (other than federal income taxes) applicable by reason of any service performed by Company, or any compensation paid to Company, hereunder must be paid by Customer. 13. Headings -- The descriptive headings of the various articles and sections of this Agreement have been inserted for convenience of reference only and are to be afforded no significance in the interpretation or construction of this Agreement. 14. Multiple Counterparts -- This Agreement may be executed in two or m ore counterparts, each of which is deemed an original but all constitute one and the same instrument. 15. Other Terms and Conditions — (i) Customer has to Company all underground blic utility or governmental entity, that are ocatedwithin real property owned by Customers . In the event that Customer has wned by Customer or any other failed to thatrty not do so, or in the event of the existence of such facilities of which Customer has no knowledge, Company, its agents and contractors, shall have no liability, of any nature whatsoever, to Customer, or Customer's agents or assignees, for any actual or consequential damages resulting from damage to such undisclosed or unknown facilities. (ii) City Of Round Rock agrees that payment shall be made within 30 days of the date the project is completed or the date the invoice is received, whichever is later. (iii) The Discretionary Service Charges provided in this agreement are for Oncor Electric Delivery facilities only and do not include any charges related to the relocation of any facilities owned by a franchised utility, governmental entity, or licensed service provider (Joint User). The customer must contact all Joint Users and make arrangements to have their facilities transferred or relocated. Oncor Electric Delivery cannot complete the relocation/removal of facilities outlined in this agreement until Joint User(s) remove their facilities attached to Oncor Electric Delivery Poles. (iv) IN WITNESS WHEREOF, the Parties have caused this Agreement to be signed by their respective duly authorized representatives. Oncor Electric Delivery Comp ny LLC City Of Round Rock Gusto / Entity Yl/'t Signature Signa r h 11/14 qn4 Printed Name Bob Fajkus Printed Name Sr. Manager, New Construction Management Title Date A\jam Title 2q.1 Date i Exhibit A Discretionary Services to be Provided • Customer agrees to pay Company $202,117.35 for the relocation of Company overhead facilities to underground conduit duct banks, manholes, switchgear pads, and transformer pads provided by Customer (the "Manhole and Duct Bank Facilities"). • Manhole and Duct Bank Facilities will be installed by the Customer in accordance with the Company installation specifications that have been provided to the Customer preceding the start of construction • Customer will notify Company, and Company's construction inspector will inspect the Customer's installation of the Manhole and Duct Bank Facilities. • Customer will grant Company an easement for the Manhole and Duct Bank Facilities at no cost to Company whatsoever. • Customer will be responsible for clearing the easement of any obstructions necessary for the construction of the Manhole and Duct Bank Facilities. • Customer will be responsible for roadway street lighting conversion and upgrades in the area being relocated from overhead facilities to underground facilities. • Customer will be responsible for coordinating with and making appropriate arrangements for the relocation of overhead telephone and CATV facilities that are currently attached to Company poles. • Location of the relocation of Company overhead facilities to Manhole and Duct Bank Facilities will be the City of Round Rock Southwest Downtown District Main Street Project in Round Rock, Texas. November 15, 2010 Todd Keltgen City of Round Rock 212 Commerce Cove Round Rock, TX 75664 Bob Fajku `,PI'iilf ��.3, 1 New c,,n,,l Oncor Electric Delivery 350 r.,Yas Aaenue Round Rock TX 78664 Re: Oncor Electric Delivery Layout & Specifications for Round Rock Down District Main Street Project Mown Enclosed is a copy of our layout and specifications for the above referencedro'ect. p J Your contractor will he responsible tier the tbllowing requirements: • Materials and workmanship must be inspected by Oncor Electric Deliveryprior to any cover-up p or • Contact Mr. Tony Moore, Oncor Electric Delivery Construction Coordinator (512) 244-5659 to schedule your inspection. at • A twenty-four (24) hour advance notice is needed for scheduling the inspection. • Your contractor must have the attached layout and specifications in possession at the time of inspections. P ion Failure by your contractor to comply with these requirements will delay the inspection process.e Once accepted, all facilities will become the property of Oncor Electric Delivery. You will be held responsible for repair or replacement of these materials two years. as for a period of lfyou have any questions, please t'el free to call me at (512) 244-5691 Sincerely, Bobpl) ./(v Fajkus Enclosures cc: Mr. Tony Moore 1 1 1 1 1Jf1O 03S0d02:1d 93Z :Z3 'ono JNIISIX3 93171173 1Jf10 ONIISIX3 m X - 4z 0 c n m m o) m m N A O) D D D -1 -I -1 0 07 fp fZ° Ro O) 0) 0) D D D -I -4 -1 A A _ _ _ A A A C53 B c-) n n z z z o 0 0 c c c 1If ONOJ 017 HJS .£ A8d14I8d OC3H83A0 ASI S'ZI AHd14I8d Od3H83A0 AN 5Z 1 0 # r> m 0 0 D T N N m Z z m - o TCD r m 831480 810301 Iol.stpi co m m m m 1 0 :2 -.DQ 6U ! MDUQ c1oZ-81-11 0 70 o n (D C O r - a 0m - m O CD 0 o C X f 7 J •• 7 O a — - N O tO tLD (D O C < - 0 7 0 C (D o n -+ -F 0 Forhqtriy TXU known A s : `or,!'4►"r Electric Delivery Specifications for Manhole and Duct Structure Facilities Specification MMD - 5 Revision 1, February 2005 WR *t 3068850 Roy cl R o c, k Down- bhigef M a.in S-I-r-eet Phase C45�ow+e,r'C,YI/ work S fedi;calionS Dafe; 11-18-10 SPECIFICATIONS FOR MANHOLE AND DUCT STRUCTURE FACILITIES Specification Number: MMD - 5 Table of Contents Page # I. Scope 2 11. Definitions 2 III. Codes & Ordinances 2 IV. General 2 V. Company Responsibility . . 4 VI. Contractor's Responsibility . 5 VII. Variances . 11 Vlll. Attachments 11 Trench Section Conduit Detail (Typical Duct Section) 12 4 -Way Manhole Detail 13 3 -Way Manhole Detail 15 2 -Way Manhole Detail 17 Manhole Neck Detail 18 5' x 5' Manhole Concrete Entrance Pad . 19 Termination of a Conduit Line for Future use. 20 Termination of a Conduit at Riser Pole. 21 Substation Ground Wire Repair Detail 22 Switchgear Pad Detail 23 Manhole Frame and Cover 24 Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 I. SCOPE TXU Electric Delivery This document, when applied in conjunction with the construction drawing(s), represents the minimum requirements and specification for TXU ELECTRIC DELIVERY manhole and conduit systems. (duct structure) II. DEFINITIONS A. Company: TXU ELECTRIC DELIVERY and its designated representatives B. Contractor: Individual or firm performing work for TXU ELECTRIC DELIVERY III. CODES AND ORDINANCES All applicable codes and ordinances shall be followed in the design and construction of the manhole and conduit line system. Included, but not limited to, are the following: A. Local City Building Code B. The National Electric Safety Code (NESC) C. The contractor shall be familiar with and shall comply with all applicable requirements of these specifications and with OSHA requirements. If there are any conflicts or omissions, the OSHA requirements shall be met. Any conflict or omission shall not relieve the contractor of responsibility of complying with OSHA requirements. D. Local City Location and Coordination Policy (if applicable) E. The American Concrete Institute (ACI) F. The American Society for Testing and Materials (ASTM) G. Texas State Department of Highways and Public Transportation - Utility Accommodation Policy H. Local, city, state and federal environmental regulations. IV. GENERAL A. UTILITIES 1. The Contractor shall locate and protect all existing utilities, whether indicated on the design drawings or discovered during the work. The Contractor shall immediately notify the Company's Authorized Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 3 Representative when any utility not previously indicated or inaccurately indicated on the design drawing is discovered. 2. The Contractor shall coordinate with the utility owner and shall allow entrance, opportunity, and ample time for all utility relocations, extensions, and modifications necessitated by the work. B. DEWATERING -The Contractor shall remove all existing standing water located on the work site. Furthermore, the Contractor shall maintain the work site, including excavations, pits, and all other depressions, free from surface water. 1. Drainage a. The Contractor shall stockpile all materials required for or resulting from the work in a manner which will minimize the obstruction of the natural flow. b. When operations are interrupted by unfavorable weather conditions, the Contractor shall prepare the work site to avoid ponding and erosion. 2. Clearing - No trees shall be cut or removed, except as directed by the Company's Authorized Representative. The Contractor shall use proper care to prevent damage to trees which are to remain on site. C. TRENCH SAFETY - The Contractor is responsible for obtaining and implementing the trench safety program. Three copies of the trench safety specification (certified by a registered professional engineer in the State of Texas) shall be supplied to TXU ELECTRIC DELIVERY before construction begins. D. CONSTRUCTION SCHEDULE - The Contractor shall supply a construction schedule to TXU ELECTRIC DELIVERY before construction begins. E. MATERIALS - This is a turnkey job. The Contractor shall supply all materials for this job including manholes, necks, frames and covers, con -seal, ground rods, PVC conduit, PVC bends, PVC couplings, tie -wraps, conduit spacers, PVC adhesive, concrete, select backfill, pull ropes, pre -cast switchgear pads, etc., per TXU ELECTRIC DELIVERY Specifications unless otherwise specified, in writing. F. SURVEY - Unless otherwise noted the Contractor shall be responsible for providing Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU 440x° Electric Delivery 4 all surveying work needed to insure that the duct structure is constructed per the design. G. PERMITS - The Contractor is responsible for obtaining city permits (if allowed by local authorities), and all construction shall be in accordance with city specifications unless otherwise specified. H. WORKING HOURS - Under normal working conditions, the placement of concrete shall be done between the hours of 8:00 AM - 4:30 PM on weekdays. TXU ELECTRIC DELIVERY inspector shall be notified a minimum of 2 hours prior to the delivery of concrete and shall be present during placement. I. STREET CLEAN-UP - The Contractor shall be responsible for cleaning paved streets that have been soiled by their construction vehicles within 24 hours after notification, by the appropriate governing authority or Company Representative. J. RAMPS - The Contractor may need to install ramps to protect street curbs from damage due to construction vehicle traffic. K. TRAFFIC COORDINATION - Contractor shall have flag -men, road signs, etc. to coordinate traffic around the job site per city or state requirements. L. SPOILS - All unused spoils shall be hauled off the job site by the Contractor. M. AS-BUILTS - Contractor shall supply TXU ELECTRIC DELIVERY one set of as - built drawings upon completion of the job. N. DESIGN CHANGES — Contractor shall submit a written request to the appropriate TXU ELECTRIC DELIVERY Authorized Personnel prior to any modification to the original design drawings that will change the number of bends or add 10 percent or more to the overall conduit length found on the original design plan. This written request must be provided prior to implementation of change. V. COMPANY RESPONSIBILITY - The following shall be performed by and be the responsibility of the Company: A. The Company inspector is to inspect all manhole installations prior to the placing of backfill and all conduit installations prior to the placement of concrete. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU -.,°��r Electric Delivery 5 B. The Company inspector is responsible for coordinating all field changes with Engineering. C. All testing of concrete and backfill, which are deemed necessary by the Company, shall be performed by a local testing laboratory at the Company's expense. VI. CONTRACTOR'S RESPONSIBILITY - The following shall be performed by and be the responsibility of the Contractor: A. The contractor shall notify TXU ELECTRIC DELIVERY Inspector a minimum of 24 hours before scheduling the pouring of concrete. B. CONCRETE ENCASED DUCT STRUCTURE INSTALLATION I . All conduit shall be concrete encased with a minimum of 3" of concrete. The top conduits of any duct structure shall have a 3" or 6" minimum cover depending on location site. Refer to construction drawings for duct section. All concrete encasement shall have a pattern finish. 2. Concrete: 5 sack Portland Type I cement, 3/4" maximum size aggregate, 3000 PSI @ 28 days. The slump of the concrete may be increased by the Contractor, with the approval by the Company inspector or approved TXU ELECTRIC DELIVERY representative, in order to facilitate a wetter mix to insure total encasement of the duct. However, the slump should not be increased to the point where the ultimate yield strength of the concrete in jeopardized. 3. Placement: All concrete shall be installed by the use of a hopper, trimmie, chute, or pump truck unless otherwise specified by TXU ELECTRIC DELIVERY inspector. At no time shall concrete be placed with a front-end loader or any other similar type of machinery. 4. The duct structure shall be held down with screw -jacks (or by equivalent means) at 20 ft. maximum intervals in order to prevent floating or racking of the duct during placement of the concrete. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU v°44°" Electric Delivery 6 5. Conduit, bends, elbows and coupling: PVC conduit shall be minimum 6" type DB, TC -6 DB-60/ASTM F-512, 90 degrees centigrade rated or greater unless otherwise specified. All PVC 6" bends and elbows shall have a 36" radius. See attached sketch for any deviation in conduit size. 6. Spacers: Carlon #288RLN (Base) and 289RLN (intermediate) or other TXU ELECTRIC DELIVERY approved spacers shall be spaced at 5' intervals (max). Spacers will be required and tied together with non-metallic tie - wraps. Spacers shall also be used to "hold-down" the top row of ducts. 7. When complete, each conduit installed will be checked by pulling both a mandrel and a swab through the entire length of conduit. A swab cannot detect a break with a concrete buildup. C. MANHOLE INSTALLATION 1. Manhole: Precast type, unless otherwise noted, should be supplied by Brooks/Old Castle (or other approved supplier) and be octagonal shape, 3 - sections 15,000 lbs./section unless otherwise specified. (See attachment) 2. Preparation: 6 inches minimum pea gravel of cushion shall be installed in the bottom of the excavated area prior to the manhole installation. Sand base may be used with Project Manager's approval. 3. Installation: A crane will be required to install all manholes, and it is the Contractor's responsibility to obtain the crane. Approved sealant is required on all interfaces (supplied with manholes). 4. Backfill: Select backfill should be installed around manholes and compacted to 95% minimum or flowable material shall be used as select backfill when requested. 5. Entrance grade: The Contractor shall install the frame/cover and neck. TXU ELECTRIC DELIVERY construction plans show the approximate entrance elevation, however it is the Contractor's responsibility to install the necessary amount of neck to bring the top of the cover 2" above finished grade (or flush with street grade when cover is in street). Saw cutting or grout -fill may be required to obtain the appropriate entrance elevation. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 7 6. The Contractor shall supply one (1) 8' x 5/8" copper clad ground rod, weld type, in each manhole. Ground rod shall be vertically driven into undisturbed soil. If rock is encountered, grounding shall be as directed by TXU ELECTRIC DELIVERY inspector. 7. Concrete pad: The Contractor shall install a 5' x 5' x 6" concrete pad around all manhole entrances in all non -paved areas. See attached drawing for reinforced steel requirements. D. BACKFILL AND COMPACTION 1. Top Soil: Existing top soil shall be replaced. Top soil shall be free of all rock and clay. 2. Backfill: The backfill operation shall begin after the concrete has had time to cure. The curing time is at the discretion of TXU ELECTRIC DELIVERY inspector. The backfill shall have no rocks larger than 6". 3. Compaction: 95% minimum requirement 4. Lifts: 1 foot lifts (maximum) 5. Compaction Test: TXU ELECTRIC DELIVERY responsibility 6. Final Grade Elevation: The Contractor shall return the excavated area back to the developer's original grade elevation. E. SUBSTATION FEEDER EXIT INSTALLATION - This covers the procedures and materials to be used during site work at TXU ELECTRIC DELIVERY substations or switching stations. 1. Company privileges - The Company's Authorized Representative shall have the right to test, at Company expense, all materials secured and work performed. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 8 2. Substation Ground Repair - Substations generally have grounding systems consisting of copper wires buried 1-3 feet beneath the surface which attach to substation structures and perimeter fences. These ground grid wires may exist at any location inside the substation to a few feet outside the substation fence. If this ground grid wire is damaged, the CONTRACTOR shall notify TXU ELECTRIC DELIVERY and repair the damage. Repair to damaged ground grid wire shall be made to TXU ELECTRIC DELIVERY standards. Most repairs to the ground grid wire may be made as shown on TXU ELECTRIC DELIVERY drawing GNDREPAIR (See attachment p.22). If the scope of the repair required to the substation grounding system is greater than that shown on GNDREPAIR, contact TXU ELECTRIC DELIVERY. 3. The Contractor shall maintain access to the work site at all times. 4. Backfill - The Contractor shall backfill all excavations made during the clearing and grubbing operations with compacted fill material. Fill material, placement, and finishing shall comply with the provisions of Section E-6 thru E-8 and as found on attachment (page 12) . 5. Excavating a. The Contractor shall excavate to the contours, grades, and elevations indicated on the grading plan. b. Excavated materials, suitable for use as fill as determined by the Company's Authorized Representative, shall be placed in compliance with the provisions of Section E-7 in fill or embankment areas indicated on the grading plan. c. The Contractor shall haul and dispose of all surplus excavated materials. Disposal shall be away from the site, unless otherwise noted. The Contractor shall meet the requirements of regulatory authorities regarding proper disposal. 6. Fill Material a. Excavated material, with prior approval by the Company's Authorized Representative, may be used as fill material. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 7. Filling TXU Electric Delivery 9 b. Prior to hauling in fill material, the Contractor shall inform the Company's Authorized Representative of the location of the proposed fill material so that samples may be obtained for required tests. c. Soil suitable (per 6.b.) for use as fill material shall be free from organic matter and deleterious substances and shall contain no rocks or stones larger than one inch in diameter. d. The soil shall be classified as sandy clays or clayey sands having a Plasticity Index (P1) greater than 4 and less than 12 and a Liquid Limit (LL) less than 30. The Company shall pay for a maximum of two series of the above tests. Any additional tests required by failure of the material to meet the requirements shall be performed at the expense of the Contractor. e. if the tests performed on the proposed fill material yield satisfactory results, the fill material shall then be tested in accordance with "Maximum Density -Optimum Moisture Test" ASTM -D698 (Standard Proctor Test), and the results used in compaction. a. The Contractor shall fill to the contours, grades, and elevations indicated on the grading plan. b. Fill material shall be placed in lifts not exceeding 12 inches in uncompacted thickness, sprinkled, rolled, and compacted to a minimum of 90% of maximum dry density as determined by ASTM D-698. c. Water necessary to obtain proper moisture content for compaction shall be furnished by the Contractor. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 8. Finish Grading TXU Electric Delivery l0 a. The Contractor shall fill to the contours, grades, and elevations indicated on the grading plan. b. The Contractor shall correct all imperfections, discovered during finish grading, by scarifying the area affected, adding or removing material as required, reshaping, and recompacting. c. The Contractor shall not apply yard covering until the subgrade has been approved by the Company's Authorized Representative. 9. Yard Covering (crushed limestone) - The crushed limestone shall conform to Texas State Department of Highways and Public Transportation's 1982 Standard Specifications for Construction of Highways, Streets and Bridges, Item 248. 10. Application of Yard Covering a. The Contractor shall apply, to all areas indicated on the grading plan, sufficient yard covering to obtain a minimum of four inches after compaction. b. Yard covering shall be compacted to a minimum of 90% of maximum dry density as determined by ASTM D-698. c. Under no circumstances shall the Contractor add thin layers of fine materials to yard covering in order to meet the final grade. 11. Application of Base Material (Roads and Parking Areas) a. The Contractor shall, unless otherwise noted, supply base material which complies with the provisions of Section E-9. Copyright 2005 TXU Electric Delivery Company All Rights Reserved TXU ELECTRIC DELIVERY SPECIFICATION: MMD - 5 February 2005 TXU Electric Delivery 11 b. The Contractor shall apply, on all limestone roads and parking areas, sufficient base material to obtain a minimum of six inches after compaction. c. Base material shall be compacted to a minimum of 95% of maximum dry density as determined by ASTM D-698. b. Under no circumstances shall the Contractor add thin layers of fine materials to base material in order to meet final grade. 12. Final Grading (Roads and Parking Areas) a. The final grading shall provide smooth and uniform surfacing and shall be approved by the Company's Authorized Representative. b. The Contractor shall correct all imperfections discovered during final grading by scarifying the area affected, adding or removing material as required, reshaping, and recompacting. VII. VARIANCES A. Variances to these specifications shall be submitted in writing to and approved by the Company prior to construction. B. Any approved variance shall apply only to the particular project for which it was submitted. VIII. ATTACHMENTS Copyright 2005 TXU Electric Delivery Company All Rights Reserved TYPICAL DUCT SECTION re-- 24" -01 he-- 24" -401 re-- 24" -0'1 re-- 24" -01 APPROVED BY TXUE/ectric Deliveryi2 COPYRIGHT 2006 TXU ELECTRIC DELIVERY COMPANY ALL RIGHTS RESERVED s 0 1 205 — 490 01-09 GENERAL GUIDELINES FOR CONCRETE ENCASED DUCTBANK INSTALLATIONS (NON—NETWORK) 3" 1 END VIEW OF TRENCH 8E6 DUCT (TYPICAL NON -NETWORK INSTALLATION SHOWN) IOIP(8(9(Q(6161E POLYURETHANE DISK MANDREL 205 — 490 FINAL GRADE bz=„1 11= SOIL BACKFILL I I I=M=1 1=1 III=Tr —ll —T.. 1 , • 01-09 11_ •i 1111=•1=y=11=f -II= -111 1=1 1 • 1=1 11 11-11 SECTION OF TRENCH SYSTEM NON NETWORK DUCT DIMENSION 2E6 4E6 6E6 8E6 10E6 A (MIN.) 3'-7" 4'-5" 5'-2" 6'-0" 6'-9" B (MIN.) 1'-1" 1'-1r' 2'-8" 3'-6" 4'-3" TABLE 1 1 CU. YD. OF CONCRETE 2E6 4E6 6E6 8E6 10E6 COVERS IN LINEAR FT. 16.875' 8.438' 6.819' 4.956' 3.99' TABLE 2 NORMAL DUCT SIZE MAX. DISK TOTAL NON -NETWORK DIAMETER WEIGHT 6 INCH DUCT CONDUIT MINCH 6.20 LB. NOTES: 1). CONDUIT IS TO BE PVC TYPE DB -60 FOR CONCRETE ENCASEMENT. 2). ALL CONCRETE OF THE ENCASEMENT IS TO HAVE A COMPRESSION TEST STRENGTH OF 3000 PSI AT TWENTY EIGHT DAYS. 3). INSTALL DUCT SPACERS "CARLON (SNAP -LOC) TYPE" OR EQUIAL EVERY 5 FEET ALONG THE ENTIRE LENGTH OF THE DUCT. 4). THE DUCT SPACERS ARE TO PROVIDE 3 INCHES OF VERTICAL AND HORIZONTAL SEPARATION BETWEEN CONDUITS FOR NON -NETWORK SYSTEM INSTALLATIONS. 5). THE DUCT SPACERS ARE TO PROVIDE 112 INCHES OF VERTICAL AND HORIZONTAL SEPARATION BETWEEN CONDUITS FOR NETWORK SYSTEM INSTALLATIONS. 6). THE DUCT LINE SHALL BE SECURED TO EARTH AT EACH SPACER LOCATION PRIOR TO POURING CONCRETE TO PREVENT THE CONDUIT FROM FLOATING. 7). ALL CONDUIT,OUCT SPANS SHOULD BE INSTALLED WITH A SLOPE TOWARD EACH OF THE MANHOLES TO PROVIDE DRAINAGE OF WATER TO A PUMPABLE LOCATION. 8). ALL BACKFILL OF A CONDUITjOUCT TRENCH SHALL BE REPLACED TO A MINIMUM COMPACTION OF 95%. 9). RED POWDER CONCRETE DYE IS TO BE PLACED ON THE DUCT ENCASEMENT CAP IMMEDIATELY AFTER THE CONCRETE POUR HAS TAKEN PLACE TO AID WITH FUTURE LOCATES OF PRIMARY DUCT. 10). CONDUITS FOR INCOMPLETE DUCT LINES (STUBS), ARE TO REMAIN EXPOSED FROM THE ENCASEMENT FOR FUTURE RETRIEVAL, BE CAPPED WATERTIGHT AND HAVE AN ELECTRONIC MARKER INSTALLED. 11). EACH CONDUIT OF A CONCRETE ENCASED DUCT SHALL BE INSPECTED BY PULLING A DISK MANDREL OF PROPER SIZE THRU IT'S ENTIRE LENGTH AS SOON AS POSSIBLE AFTER ITS ENCASEMENT HAS BEEN POURED TO INSURE IT'S INTEGRITY. 12). EACH 6 OR 5 INCH CONDUIT OF AN ENCASED DUCT IS TO HAVE A 6000 LB. PULL TAPE INSTALLED FOR FUTURE CABLE PULLING. MANDREL SIZES APPROVED BY ITEM QTY DESCRIPTION TSWREF CU MU 1 AS REQ. DUCT BANK, CONDUIT, 6 IN., LESS SPACERS & CONCRETE, NON -NETWORK. 315090 DB2X 2 3 AS REQ. FITTING, CONDUIT, PVC, SPACER, BASE/TOP, 6 INCH, NON-NETWORK(4 EACH). 320772 CSPR6B AS REQ. FITTING, CONDUIT, PVC, SPACER, INTERMEDIATE, 6 INCH, NON-NETWORK(4 EACH). 320773 CSPR6M 4 AS REQ. ROPE, PULL TAPE, 6000 LB STRENGTH, PRELUBRICATED, (PER FOOT) 397616 PTAPE60 5 6 AS REQ. AS REQ. DUCT MARKER, BURIED, DEVICE, ELEK TUNED, RED, (EACH). CONDUIT PROOFING MANDREL 307391 ELECMKRC APPROVED BY 205 - 460 DUCT TERMINATOR ALIGNMENTS 03 - 08 NOTES: FOR PRECAST CONCRETE MANHOLES 9 58 3" • 0 O k 0 0 LO 10 3" 958" 3" FIF2 C 0' 0 0 • 0 O 0 O 0 FOR NON -NETWORK DUCT BANKS TWO THREE INCH CONDUITS HAVE BEEN MADE AVAILABLE ON THE TOP POSITION OF EACH OF THE TERMINATORS FOR INSTALLATIQN OF FIBER OPTIC CONTROL CABLE TO AN AUTOMATED SWITCHGEAR OR VAULT AS NECESSARY. F10 F20 0 00 0 F10 F20 O 0 • 0 205 - 460 03 - 08 W =1'-10 V4" 9 58" 1 ® (0 10E6 8E6 6E6 4E6 2E8 2W -5H 2W -4H 2W -3H 2W -2H 2W -1H SPECIAL ORDER STANDARD ORDER SPECIAL ORDER SPECIAL ORDER SPECIAL ORDER ALIGNMENT FOR NON -NETWORK MANHOLE DUCT TERMINATION FOR 6" CONDUIT (TYPICAL) O 3"!' 15E5 3W -5H NETWORK ORDER 3" T W=2'.-4 11,16" O 0 O 0 0 • 0 0 10 11 12 t 1 12E5 3W -4H NETWORK ORDER ALIGNMENT FOR NETWORK MANHOLE DUCT TERMINATION FOR 5" CONDUIT (TYPICAL) 1. THE NUMBERING SYSTEM SHOWN ASSUMES ONE IS STANDING IN THE CENTER OF THE MANHOLE FACING THE TERMINATOR WALL. 2. IN THE EVENT THAT ALL OF THE AVAILABLE CONDUIT POSITIONS OF THE TERMINATOR ARE NOT NEEDED FOR AN INSTALLATION. THE BOTTOM CONDUIT POSITIONS SHOULD BE USED FIRST TO ALLOW FOR FUTURE CONDUIT EXITS FROM THE MANHOLE. 3. TO PREVENT WATER AND DEBRIS MIGRATION INTO THE MANHOLE, DO NOT REMOVE THE "KNOCK -OUT" MEMBRANES OF ANY UNUSED TERMINATOR POSITION. ALSO DUCT PLUGS SHOULD BE INSTALLED IN ALL CONDUITS THAT ARE UN -OCCUPIED BY CABLE. 4. 5 INCH CONDUIT IS TO BE USED FOR DUCT PROJECTS WITHIN THE NETWORK DISTRIBUTION SYSTEMS ONLY. CABLE SIZES NECESSARY FOR NON -NETWORK DUCT SYSTEMS WILL REQUIRE 6 INCH CONDUIT/DUCT INSTALLATIONS. 5. THE SYSTEMS DEPICTED ABOVE ARE MANHOLE FACING CONDUIT/DUCT SYSTEM TERMINATORS ONLY, AND SHOULD NOT BE MISTAKEN FOR DUCT SECTION DETAILS. 6. THE THREE INCH CONDUIT FOR FIBER OPTIC CABLE HAS BEEN OMITTED ON THE 10E6 DUCT DUE TO A LACK OF WALL SPACE. ITEM QTY DESCRIPTION TSWREF CU MU APPROVED BY 205 - 465 05 - 08 MANHOLE LARGE FOUR WAY 205 - 465 PRECAST REINFORCED CONCRETE 05 - 08 1Y-0• MAX THE STANDARD FOUR WAY MANHOLE IS MANUFACTURED IN THREE SECTIONS NOTE 6 r PVC SLEEVE IN FLOOR FOR GROUND ROD (4) 12'-0' PLAN ¶'2 INSERTS FOR CABLEISPUCE RACKS SIDE ELEVATION in -5 VY DIA. -3 VY DIA. 3'-0" DIA. O •e •: 0o.0 • ..e o• e e ' .• MANHOLE NECK NOTE 9 • •eo.• e'o *_ 0 • '42, S:�o•0•• o.":a�ai••••••'60.1 of .•0 •• o�•e• w: 1 I I e&?•'e • °:.'.0.•00. •• ••• 00.0 •0 of•0••0':°: :ei 0. 69: 4. • I —' T' O O NOTE 11 3" CONDUIT b (9000 00000 e...... ---NOTE ,z 00 • • ' H • O Pc TERMINATORS . • • •b to 0 L _ J FLOOR __ 0 0 i .n a ILI -- o • f } .47 :.4 ..0...0•••;-.t •" • '•?: °•'!".I:o.. o.•°. ; • OIL.... •' 0.. SIDE ELEVATION in -5 VY DIA. -3 VY DIA. 3'-0" DIA. O •e •: 0o.0 • ..e o• e e ' .• MANHOLE NECK NOTE 9 • •eo.• e'o *_ 0 • '42, P-10" l•'- . NOTE • a• 9-f 11 I —' Zr CONDUIT b (9000 00000 e...... ---NOTE ,z 4 • • • • .b .b' . • • •b to L _ J FLOOR • .n a ILI -- GRADED r TO DRAIN f } e • : or. • s . • el1• • o • e 1" PVC SLEEVE IN FLOOR FOR GROUND ROD (4) 1 .0 so ell.••° •° •o• • e • e • • o •°e • e • • el9" WATERTIGHT SUMP SECTION A—A CENTERED IN MANHOLE NOTES: 1. STANDARD MANHOLES ARE SHOWN IN DRAWINGS 205-485,205-470 AND 205-475. 2. THE MAXIMUM DESIGN DEPTH FOR A MANHOLE IS 20 FEET TO THE FINISHED FLOOR. THIS INCLUDES 12 FEET OF NECK. (FOR DEPTHS GREATER THAN THIS CONTACT DISTRIBUTION STANDARDS). 3. MANHOLES SHALL BE USED FOR LOCATIONS AS FOLLOWS: A. WHERE MULTIPLE CIRCUITS OF UNDERGROUND PRIMARY VOLTAGE CONDUCTOR ARE TO BE PULLED IN AND/OR SPLICED. B. WHERE SPLICING POINT WILL BE IN A STREET OR TRAFFIC AREA. (CONDUCTOR SIZES 10 AND UP) (NOTE: 4X8 SPLICING BOX IS NOT DESIGNED FOR APPLICATIONS WHERE THERE WILL BE ANY INTENTIONAL VEHICULAR TRAFFIC.) 4. SEE DRAWING 205-480 FOR DETAILS ON TERMINATOR SPECIFICATIONS AND DIMENSIONS DENOTED BY W AND H. 5. ALL JOINTS BETWEEN MANHOLE SECTIONS AND MANHOLE NECK SECTIONS SHALL BE PAINTED WITH "RAM-NEK' PRIMER OR APPROVED EQUAL BY MANHOLE SUPPLIER. ALL JOINTS SHALL BE MADE WATERTIGHT AT THE AT THE TIME OF INITIAL INSTALLATION. 6. TO PREVENT WATER AND DEBRIS MIGRATION INTO THE MANHOLE, DO NOT REMOVE THE "KNOCK -OUT" MEMBRANES OF ANY UN -USED TERMINATOR POSITION. ALSO DUCT PLUGS SHOULD BE INSTALLED IN ALL CONDUITS THAT ARE UN -OCCUPIED BY CABLE. 7. FINAL SLOPE OF TOP OF MANHOLE SHALL BE 2" MINIMUM, TO DRAIN WATER FROM TOP OF MANHOLE. 8. A MINIMUM OF FOUR 51 IN. X 8 FT. COPPER CLAD GROUND RODS SHALL BE INSTALLED IN EACH MANHOLE. 9. SEE DRAWING 205-480 FOR NECK DETAILS AND 205-485 FOR LID AND FRAME SPECIFICATIONS. 10. PRE -CAST CONCRETE MANHOLES ARE TO BE INSTALLED ON A MINIMUM OF AN 18" GRAVEL BASE TO AID IN LEVELING. 11. IF FIBER OPTIC CONTROL CABLE IS TO BE INSTALLED IN THE DUCT SYSTEM, ONE OF THE TOP 6" CONDUITS SHOULD BE USED IF AVAILABLE. (SEE DRAWING 205-450 FOR FIBER OPTIC CABLE RACKING REQUIREMENTS). FOR FIBER OPTIC CONTROL CABLE INSTALLED FROM MANHOLE TO SWITCHGEAR PAD USE 3" CONDUIT TERMINATION ABOVE 6" CONFIGURATION. (SEE DRAWING 205-342). ITEM QTY 2 2 DESCRIPTION MANHOLE 4 -WAY PRE -CAST CONCRETE WITH COVER AND FRAME. ROD, GROUND, COPPER CLAD STEEL, 5'8 INCH X 8 FOOT TSWREF CU MU APPROVED BY 316942 300524 MANHOLE4W MH4WCUST GSSPB1021M 205 - 480 i z i 01-09 MANHOLE NECK, LADDER AND ENTRANCE PAD INSTALLATION SECTIONS "A -A" & "B -B" 6' X 6' CONCRETE ENTRANCE PAD 6'-0" i0 r 6' 1.f" 205 - 480 01-09 COVER RING SHALL BE CAST IN THE CONCRETE PAD AT MANHOLES NOT TO BE INSTALLED IN PAVED AREAS. INSTALL #5 REBAR APPROX 6 INCHS FROM EDGE OF PAD ENTRANCE PAD DETAIL 6'-0" FINAL GRADE 9" IF IN SOIL 3" EACH MANHOLE INSTALLATION SHOULD HAVE A MINIMUM 36 INCH NECK SECTION. PLEASE CONSULT WITH DISTRIBUTION STANDARDS IF A LESSER NECK IS NEEDED. "RAM-NEK" PRIMER COPOLYMER POLYPROPYLENE PLASTIC STEEL REINFORCED LADDER RUNG. (IF DESIGN CALLS FOR A FIXED LADDER INSTALLATION). E SECTIONS. IF DESIGN CALLS FOR A FIXED LADDER, THE CREW INSTALLING THE MANHOLE NECK SECTIONS SHALL INSTALL THE LADDER RUNGS. INSTALLATION INSTRUCTIONS ARE SUPPLIED IN THE PACKAGE WITH LADBgEFq RUNG ASSEMBLY. a-delQr Nvf- RPCiulrecl • "-TOP OF MANN 19" 7'-0" TO FLOOR OF MANHOLE 16" SECTION "A -A" 7" MIN. SECTION "B -B" APPROVED BY ITEM QTY DESCRIPTION TSWREF CU MU 1 2 AS REQ. 12 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320774 MN36X12 AS REQ. 18 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320775 MN36X18 3 4 AS REQ. 24 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320776 MN36X24 5 AS REQ. 36 IN. X 36 IN. PRECAST CONCRETE NECK SECTION. 320777 MN36X36 AS REQ. COPOLYMER POLYPROPYLENE PLASTIC STEEL REINFORCED LADDER RUNG. 482911 MHSTEP 6 AS REQ. BAR, STEEL, REINFORCING, DEFORMED, 3,8 X 20 FT, ASTM A-615, GRADE 60. 303750 APPROVED BY EI o"i� wo ME .iee3 800-626-4653 www.ejiw.com MADE IN USA PRODUCT NUMBER 41600585 CATALOG NUMBER V1600-5 MANHOLE COVER LOAD RATING HEAVY DUTY COATING UNDIPPED 0 M w m 3^ 0 to -w w O U z co a z J cU w >4Q ga co U m Q Iv� W> < O Q� z Z ILIwOOC O 0 = Uw ? Z� w 0 - Luz-- I-� <° N r- N wo 1-- O N O o . r- a U p o 2� J .- coC)o Za0 co OC - O In lr. UO OC Z c0 (0 (C Wd N' 't W Z _ oem 0In 0 w ipw.—.—r- cr Q F --1/4d COVER BACK 1"0 VENT HOLES (0 REMOVABLE LOGO k 1 _J Q W N W CI U W Q W a 0Z J 0 w d a PRODUCT NO. CATALOG NO. 00 111 REF. PRODUCT DRAWING 0) LO FRAME: 338LBS OPEN AREA z MAT'L SPEC. m to J Z U O co .4" Q CC O w < L LOAD RATING 0 FRAME TOP 0 �ci) E� Eo rnx uo z co \ _ — I E E u E _E 1 u E o E co � O E E 0) O E iv _E 1 u o E co sco co E E N LA u ♦MACHINED BEARING SURFACE FRAME SECTION 15" Top Weight — 14,650 Lbs. Item# — 1005260 54" Extension Weight — 13,400 Lbs. Item# — 1005220 6" Terminators cTyp.) Location as Req d. SCALE: NONE 15" Bottom Weight — 15,525 Lbs. Item# — 1005240 COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 4 -WAY -MH -3P flu NAME: 260UEE4—WAY—MH-3P_F.dwg ISSUE DATE: January, 2003 www .Ochs $t.c0111 10'-9" x 10'-9" x 7'-0" I.D. 4 -Way Octagonal Manhole 3 Piece Copyright © 2001 dae..u: Precesi,xc. A Z r' • • • 4, 11'-11" 10'-9" 2'-8" • • • )¢"0 Insert (Typical) PLAN VIEW A Plastic Sump 36"0 Opening with Groove for Neck Extension 1" PVC Sleeve in Floor (Typical of 4) 36"0 Access Opening ff Sump SECTION A -A Recessed Pulling Iron (Typical) SCALE: 1/4"=1'-0" SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. 3. Loading: Designed for H2O Loading. 4. C.I. Castings: ASTM A48, Class 30/35. GENERAL NOTES: 1. Special Knockouts, Pulling Irons and Terminators per Customer Specifications. 6"0 Terminator (Typical) COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 4 -WAY -MH -312 FILE NAME: 260UEE4-WAY-MH-3P_B.dwg ISSUE DATE: January, 2003 www oldcastlspt castcom 10'-9" x 10'-9" x 7'-0" I.D. 4 -Way Octagonal Manhole 3 Piece Copyright @ 2001 Dae eui Precast, irc. .0 cC. �— O Ila IIS/ VII 111 M Iiijimi o ff Sump SECTION A -A Recessed Pulling Iron (Typical) SCALE: 1/4"=1'-0" SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. 3. Loading: Designed for H2O Loading. 4. C.I. Castings: ASTM A48, Class 30/35. GENERAL NOTES: 1. Special Knockouts, Pulling Irons and Terminators per Customer Specifications. 6"0 Terminator (Typical) COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 4 -WAY -MH -312 FILE NAME: 260UEE4-WAY-MH-3P_B.dwg ISSUE DATE: January, 2003 www oldcastlspt castcom 10'-9" x 10'-9" x 7'-0" I.D. 4 -Way Octagonal Manhole 3 Piece Copyright @ 2001 Dae eui Precast, irc. "A" SCALE: 1/2" = 1'-0" 36" Dia. Neck Extension Weight — See Table Item# — See Table Neck Data "A" Weight TSN Item# 6 400 N/A 1102220 12 825 320774 1102300 18 1225 320775 1102340 24 1650 320776 1102380 36 2475 320777 1102440 0 Oldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 NECKRING FlLE NAME: 260UAANECKRING_F.dwg issuE DATE: January, 2006 www.oldcaslNprrcastcom 36" Diameter Neck Ring Extension No Steps Copyright © 2006 oae.eu;r,.,,,,,,. TERMINATION OF CONDUIT LINE FOR FUTURE USE STAIR STEPPED COLD JOINT WITH ELECTRONIC CONDUIT MARKER INSTALL ECM 2'-0' 1'-6" 1'-0" 8" MIN. N CONDUITS LIZZEMaSatiCaljeliaLLacid 1. CONTRACTOR, UNLESS OTHERWISE NOTED IS RESPONSIBLE FOR OBTAINING AND INSTALLING THE ECM. 2. CONSULT TXU ELECTRIC REPRESEBTATIVE FOR APPROVED ECM. 3. ECM SHALL BE BURIED DIRECTLY OVER AND A MIN. OF 6" ABOVE DUCT INSTALLATION AND NO MORE THAN 6' BELOW FINAL GRADE. EACH CONDUIT TO BE CAPPED. TENCH BACKFILLED WITH SELECT FILL 4. ECM SHALL BE INSTALLED FLAT AND LEVEL. SEE PLAN SHEETS FOR LOCATION. 5. ECM SHALL BE COVERED WITH 4" OF FIRM SOIL TO PREVENT MOVEMENT OR DAMAGE DURING BACKFILL. INCOMPLETE DUCT LINE' 1. ON ALL INCOMPLETE DUCT LINES (DUCTS THAT ARE TO BE EXTENDED AT A FUTURE TIME). THE CONDUITS ARE TO BE WATERTIGHT WITH A CONDUIT CAP SOLVENT CEMENTED INTO PALCE. 2. DOWELLING IS THE METHOD TO BE USED IN ORDER TO JOIN NEW DUCT TO EXISTING UNFINISHED DUCT. INSTALL 05 DOWELL WITH 8 INCHES MINIMUM EMBEDMENT. APPROVED BY TXUE/ectr/c De/i verY2 p COPYRIGHT 7008 TXU ELECTRIC DELIVERY COMPANY ALL RIGHTS RESERVED Switchgear Pad Weight — 5,447 Lbs Item# — 1804906 1" Chamfer All Around SCALE: 3/8"=1'-0" Oldcastie Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 PAD-SG5-6WAY-TXU FltE NAME 260UE1PAD-SG5-6WAY-TXU_F.dwg ISSUE DATE: January, 2006 www.oldcastleprocastcom Blockout TSN - 460221 127-1/2" x 75" x 6" 25KV DF Switchgear Pad (5-6 Way) TXU Copyright ©2006 Oricess Precasts.. 1'-0" 0 1 127" 7' 10" B41 T j A Z T 8" B 1J PLAN VIEW 127" ELEVATION A -A 1' Chamfer f NI Mound 15-x94' 6lookout A ' 54" SCALE: 1/4"=1'-0" SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. 1" Chamfer All Around 15"x64" Blackout SECTION B -B COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 PAD-SG5-6WAY-TXU Fill N ME: 260UETPAD-5G5-6WAY-TXU_B.dwg ISSUE DATE: January, 2006 www.oldcastbpneast.com 8" TSN - 460221 127-1/2" x 75" x 6" 25KV DF Switchgear Pad (5-6 WAY) TXU Copyright © 2006 OYeameWPrecast,iro. 56" Transformer Pad Weight — 900 Lbs. Item# — 1804000 44" 5" SCALE: 3/4" = 1'-0" COOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76063 Phone: 817.453.1054 Fax: 817.453.4007 PAD -4456 13" x 26" Opening TSN - 304037 Alt. To Polymer TSN - 319332 FILE NAME 260UETPAD-4456_F.dwg ISSUE DATE: January, 2006 www.oldcastispnscast tom 44" x 56" x 5" Transformer Pad Single Phase Copyright © 2006 aYoemeproces.im. A t e f • 56" `0) a t0 N 13" x 26" Opening PLAN VIEW ELEVATION A -A CaOldcastle Precast 1100 Heritage Parkway, Mansfield, Texas 76083 Phone: 817.453.1054 Fax: 817.453.4007 SPECIFICATIONS: 1. Concrete: Has a Design Strength of 5,000 psi at 28 Days. 2. Steel Reinforcement: ASTM A-615, Grade 60. TSN - 304037 SCALE: 3/4" = 1'—o" Alt. To Polymer TSN - 319332 PAD -4456 FILE NAME: 260UETPAD-4456_B.dwg ISSUE DATE: January, 2006 www.oldlq{ ,com 44" x 56" x 5" Transformer Pad Single Phase Copyright CO 2006 OYemeMiatsae me i 8 E 1 SIDE 0 NOTE 2 0 0 0 2 SIDES 3 SIDES 0 1 0 0 0 0 0 0 TYPICAL LAYOUT FOR TRAFFIC AND PARKING CONCRETE PAD 12' 1 0 NOTES: 1 •••r- ` 64, L NOTE 2 cc NOTE 4 4" GALVANIZED PIPE FILLED WITH CONCRETE FINISHED GRADE 12" DIA HOLE 41. /Mb 0 0 4 SIDES NOTE 3 O • 1. INSTALL GUARD POST WHERE PROTECTION FROM DAMAGE DUE TO VEHICULAR TRAFFIC IS NEEDED. 2. DISTANCE BETWEEN POSTS SHOULD NOT EXCEED 4 FEET. ADD ADDITIONAL POSTS WHERE NECES- SARY TO MEET THIS CONDITION. VERIFY LOCATION OF POST IN FRONT OF TRANSFORMER TO ALLOW FOR DOOR OPENING. 3. INCREASE HEIGHT TO 48" AND DEPTH TO 36" IN TRUCK LOADING AREAS, AND INCREASE SIZE TO 6" GALVANIZED PIPE_ 4. THIS DISTANCE TO BE LARGE ENOUGH TO ALLOW FULL OPENING OF ALL EQUIPMENT DOOMS). CONTACT COMPANY REPRESENTATIVE TO VERIFY DIMENSION. 1 36" 24" CONCRETE 0 0 C1•1:341R GUARD POST INSTALLATION DDS -4 UG DETAIL SHEET 48 OF 55 0 0 0 8 g TRANSFORMER CLEARANCE DETAILS 60" MIN. LEFT SIDE GAS MIIIELDEM 42" MIN: GROUND LLyIE� MMAE �OMI 61 TRANSFORMER OR SWITCHGEAR MEILILMal PEDESTAL CLEARANCE DETAILS 36" MIN. Q LEFT SIDE GAS MCIFILQIEUN GROUND 1 ELEVATION VIEW 45" MIN. TRANSFORMER OR SWITCHGEAR DO NOT INSTALL GAS METER IN FRONT OFA TRANSFORMER OR N11 FRONT OF OR NRWf GE R 18" MIN: a PLAN VIEW 18" MIN. ELEVATION VIEW 42" MIN. EIHRIT-61121.661 MIMIL.48201 .y RIGHT SIDE GAS 7 RI ME SIDE GAM METER OPTION MEE 1. MEASUREMENTS ARE REFERENCED FROM THE INLET GAS RISER. 2. THE MEASUREMENTS WILL ENSURE: A. THAT A MINIMUM CLEARANCE OF 38" IN. IS ATTAINED BETWEEN THE ENTIRE GAS METER INSTALLATION AND THE PADMOUNTED EQUIPMENT AND 8. THAT A MINIMUM CLEARANCE OF 12 IN. IS ATTAINED BETWEEN THE ENTIRE GAS METER INSTALLATION AND ALL OTHER ABOVEGROUND FACILITIES INCLUDING ELECTRIC AND OTHER UTILITY PEDESTALS AND HANDHOLES. 3. THIS STANDARD APPLIES TO 630 GAS METER INSTALLATIONS AND SMALLER. FOR LARGER METER INSTALLATIONS, CONTACT COMPANY REPRESENTATIVE FOR ASSISTANCE. 4. THIS DRAWING IS TYPICALLY USED WHEN THE GAS MAIN IS LOCATED IN AN ALLEY OR DEDICATED UTILITY EASEMENT. ABOVEGROUND CLEARANCES FROM GAS METER INSTALLATIONS DDS -4 UG DETAIL SHEET 51 OF 55 NOTE 1 1 TRANSFORMER OR SWITCHGEAR I I �� 1 J !II II III i, If I III � d n I,I�I I 1I:�I II I III 1_: I I 1 I NOTE 2 2 54 z� 1. PADMOUNTED EQUIPMENT, PEDESTALS AND OTHER ABOVE GROUND ENCLOSURES SHOULD BE LOCATED NOT LESS THAN 4 FEET FROM FIRE HYDRANTS. WHERE CONDITIONS DO NOT PERMIT A CLEARANCE OF 4 FEET, A CLEARANCE OF NOT LESS THAN 3 FEET IS ALLOWED. 2. ALL ABOVE GROUND METALLIC POWER AND COMMUNICATION EQUIPMENT (PEDESTALS, TRANSFORMER CASES, APPARATUS CASES, ETC.) THAT ARE SEPARATED BY A DISTANCE OF 8 FEET OR LESS SHALL BE BONDED. REFERENCE DETAIL SHEET 14 FOR METHOD FOR PROVIDING FOREIGN UTILITY COMPANY EQUIPMENT GROUND. CLEARANCES OF ABOVEGROUND EQUIPMENT - FOREIGN UTILITIES ENCLOSURES AND EQUIPMENT DDS -4 UG DETAIL SHEET 52 OF 55