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R-414-96 03/25/96ITEM V.C.4 RESOLUTION RESOLUTION AUTHORIZING EXECUTION OF AGREEMENT WITH COMMONWEALTH EDISON FOR UNDERGROUNDING OF UTEL1TIES ASSOCIATED WPI'H LEMONT STREET IMPROVEMENTS WHEREAS, the Village of Lemont is undertaking improvements to Lemont Street to create additional parking and streetscape elements; and WHEREAS, the Village seeks to relocate overhead telephone and electrical facilities to provide for underground services; and WHEREAS, the attached agreement between the Village of Lemont and ComEd will provide for the undergrounding of ComEd facilities within the project area. NOW THEREFORE BE IT RESOLVED THAT the attached utility undergrounding agreement in the amount of $39,309.52 is hereby approved. PASSED AND APPROVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF 111E VILLAGE OF LEMONT, COUNTIES OF COOK, WILL AND DU PAGE, ILLINOIS, on this 25th day of March , 1996. Barbara Buschman Alice Chin Keith Latz Connie Markiewicz Richard Rimbo Ralph Schobert Approved by me this 25th day of AYES NAYS PASSED ABSENT V NE SMOLLEN, Village Clerk , 1996. A. KWASNESKI, Village President StNI SY;STRAND ASSOCIATES ; 3-19 -96 ; 10 :06 ; STRAND ASSOCIATES -> 7082571598;# .1.. CUSTOMER WORK AGREEMENT PL #: 475203 Ser /Agreement #: SJ950883 R: 1 Date : 10/02/1995 VILLAGE OF LEMONT IMPROVEMENT ( "Customer ") and COMMONWEALT$ EDISON COMPANY ( "Company ") agree that the Company will furnish at the Customer's expense the labor and materials necessary to do the work for the Customer on or adjacent to the Customer's premises at LEMONT ST, 8 /OF MAIN, LEMONT, ILLINOIS, de- scribed below. $ 39,270.25 Base Tax 8 0.00 Regulatory Tax $ 39.27 Municipal Tax $ 0.00 Total Customer Charge $ 39,309.52 The Customer agrees to pay to the Company the sum of $$39,309.52 , accord- ing to the payment option selected below: yment in full prior to beginning of Company work. ayment in full due as specified on a separate bill to be submitted o the Customer following completion of Company work. The sketch, if any, attached hereto is hereby made a part of this Agreement and expressly designates ownership of the facilities referred to. This charge reflects only the work performed by the Company. There may be additional costs required by other utility or communication companies. They should be contacted for their associated charges. For Illinois Bell, call 1-800- 244 -4444. Work will be done during the Company's regular working hours, unless other- wise specified. This Agreement shall be void if not accepted by the Customer within ninety days from date submitted. Transformers and metering equipment installed in conjunction with this work, shall in all cases, remain the property of the Company. In the event the work covered by this Agreement cannot be completed within one year from the above date as a result of delays on the part of the Customer or because the Company has been denied access to the premises, the charge to the Customer shall be recomputed based on the level of costs prevailing at the time of'cbmpletion of the work as stipulated in the Company's General Company Order No. 25. This agreement is subject to the provisions of the Company's Schedule of Rates and Information and Requirements for Electric Services as on file with the Illinois Commerce Commission, SENT BY:STRAND ASSOCIATES ; 3 -19 -96 ; 10 :06 ; STRAND ASSOCIATES- 7082571598;# 3 W.O./L.O. M.O. FOR THE COMPANY: Submitted By Print Name Accepted By Signature Print Name OMER: A cept d ey Signature at.D.ih■) ct-?) Print Name ■ Official Capacity Mail Bills To. CTRANA ASSOCI?.TL'S, INC. VILLAC76 PF L6MO►.1'T 2400 a-- VANwp8„ r�.E-, --QPX x+ -240 46 M A 1 n+ s-TIZE. &7 3e%IET, IL. e0435 LE'or41, 1L Coo499 Account Number: F -AX- Payment Stamp SERVICE ENTRANCE LOCATION SKETCH SJ950883 Page 1 of 11 This information for the electrical contractor and /or architect of: VILLAGE OF LEMONT IMPROVEMENT LEMONT ST, S /OF MAIN For a connected load of . KW Light, and . H.P., and . Special for an estimated total maximum demand of . KW. Service Voltage: 120/240V 3 Phase, 4 Wire, DELTA connected. For class of business: CITY The electrical contractor should secure the approval of the appropriate municipal authority and must conform to the Commonwealth Edison Company Book of Information and Requirements for the supply of Electric Service. Location given is for load shown above, and any change in load may require a change in location. Approval of this extension will constitute customer approval of service entrance as shown below. This plan and /or charge is contingent upon Commonwealth Edison obtaining all necessary permits and /or easements. Any additional cost to obtain the permits and /or easements will be borne by the customer as increased optional facilities charge before any work will begin. SHORT CIRCUIT CURRENT Maximum available short circuit current for this transformation is 42,450 amps symmetrical RMS 3 phase, at 120/240V volts. See attached sketch and additional comments on page 2. Accepted By: Customer: Title: ffi• Consultant or Architect) Date: q Commonwealth Edison Company - Customer Design & Construction By: Phone: Prepared By: 10/03/95 Account Exec: W. LONGTIN Date: SERVICE ENTRANCE LOCATION SKETCH SJ950883 Page 2 of 11 1 Customer to leave pulling line in conduit and seal conduit ends. 2 The customer is responsible for all repairs or replacement of trees, shrubs, or pavement, etc. resulting from the installation, repair, or replacement of ComEd facilities on customer property. 3 This plan contingent upon ComEd obtaining all required easements and permits. 4 These charges reflect only work to be done by ComEd. Other utilities should be contacted for their respective charges, if any. 5 Customer to locate and stake all existing underground facilities in proposed trench /pole route. Customer accepts responsibility for damage to such facilities not properly located. 6 Customers to install CECHA approved meter fitting and secure inspection and approval from the local regulating body prior to service connection by ComEd. 7 Customer approves of ComEd equipment location. Any relocation due to flooding, settling, etc.., shall be paid for by the customer. 8 Any changes or deviations from this contract may result in charges to the customer and possibly delay the completion of ComEd work. 9 Customer to install three 2 -duct packages underground per ComEd's specs. Conduits to be concrete encased per attached spec sheets. 10 ComEd to supply conduit and spacers for all primary cable duct runs. ComEd to install switchgear and transformers per attached sketch, and remove overhead lines as shown. 11 A minimum of 1 customer east of Lemont St. and 2 customers west of Lemont St. will require relocation of overhead drops from overhead to underground. All underground wire from meter fitting to transformer will be by customer. rl S -9z6 7- 2 /IZKV c.10 cc _1 -J Q 1-, cci z H SKETCH SYMBOLS rG 5 SW ITCH GEAR O EXISTING POLE (HALF SHADED e INDICATES IBT 1 /2 OWNERSHIP) (© INDICATES CUSTOMER OWNED POLE) 0 PROPOSED POLE CI EXISTING POLE TO BE REPLACED 1-- EXISTING DOWN GUY AND ANCHOR 1+— PROPOSED DOWN GUY AND ANCHOR REMOVAL SYMBOL EXISTING OVERHEAD PRIMARY CIRCUIT (DASHES INDICATED # OF PHASES) -- PROPOSED OVERHEAD PRIMARY CIRCUIT - - - ® EXISTING POLE MOUNTED TRANSFORMER 0 A, PROPOSED POLE MOUNTED TRANSFORMER 0 P POLE MOUNTED TRANFORMERTO BE REPLACED QO • EXISTING CABLE TERMINAL POLE (DOWN FEED) PROPOSED CABLE TERMINAL POLE (DOWN FEED) EXISTING SERVICE DROP OR SECONDARY AERIAL CABLE PROPOSED SERVICE DROP OR SECONDARY AERIAL CABLE EXISTING OPEN WIRE SERVICE DROP OR SECONDARY - - - — EXISTING UNDERGROUND PRIMARY CABLE (DASHES INDICATE PHASES) — PROPOSED UNDERGROUND PRIMARY CABLE EXISTING UNDERGROUND SECONDARY OR SERVICE CABLE PROPOSED UNERGROUND SECONDARY OR SERVICE CABLE EXISTING PAD MOUNTED TRANSFORMER (BASE OF TRIANGLE - FRONT) rg PROPOSED PAD MOUNTED TRANSFORMER ►t ® PAD MOUNTED TRANSFORMER TO BE REPLACED O CABLE PROTECTION TUBES OR CONDUITS SPLICE PIT g E)/S11NG METER ENCLOSURE as PROPOSED METER ENCLOSURE r2-3-84- C4050 Page 1 of 2 NOT COMPUTERIZED REVISES SPEC. DATED 5 -9 -77 PREPARATION OF TRENCH FOR A CONDUIT RUN PLC lD 12-3-94 C4050 Pate 1 of 2 NOT COMPUTERIZED These instructions cover design and construction information necessary fcr the lay- out and 'installation of conduit runs. SAFEGUARDING UNDERGROUND FACILITIES In order to safeguard the underground facilities of both the company and others, applicable company instructions and procedures covering the provisions of any agreement between the company and another utility concerning interchange of information and construc- tion work practices shall be followed. CONDUIT RUN LAYOUT Conduit runs and manholes should be located so that the run will follow as nearly as i possible a straight line between manholes. If obstructions make this impractical, the run may be curved as necessary. A conduit run may enter a standard manhole at a maximum angle of 15° to the respective axis of the manhole. In cases where a larger angle is required, the manhole shall be redesigned to obtain satisfactory cable Dulling and training conditions. In locations where street lines are not determined by curbs, sidewalks or buildings, the exact position of the conduit run shall be determined by a survey. The proposed trench may be marked off by means of a chalk line in unpaved territory and by a route identification spray paint in paved territory. S.)th sides of the trench sha!1 oe marked if the trench is to be dug by hand. If a machine is to be used, only one side of the trench need be marked. EXCAVATION The standard width of the trench shall be equal to the overall width of the conduit run *as shown on C4090 for regular formations, and on C4130 -35 where transpositions are planned to pass obstructions. The sides of the trench shall be trimmed smoothly to give a uniform thickness of concrete around the conduit. The sides of the excavation shall be shored in accordance with safety regulating commission practices to prevent cave -ins. DEPTH OF TRENCH The depth of the trench in the run is governed by the minimum depth of the conduit run below the street surface or established grade, the height of the duct section, and the presence of obstructions. At the approach to the manhole, the minimum distance from the manhole roof to the top ducts and the fanning of the ducts at the duct entrance of the manhole also govern the depth of the trench. If cinders, slag, rubbish fill or other material having poor heat - conducting properties are uncovered in the excavation, the width and depth of the trench shall be increased as specified �►by the T & I Engineering Department Rating Group. This extra space is to provide for the placing of special backfill gravel around the conduit run.. The minimum distance from the top of a conduit run to the surface of a roadway or established grade shall be 2 ft. 6 in., except where the conduit passes under a viaduct and ikcauses a sump in the line. In this case the minimum distance shall be 3 ft. Conduit runs which pass under railroad switch tracks, or main line railroad tracks, shall have the clearance shown on C4110. The height of the duct section for various standard formations of ducts is shown on -7 Specification C4090, and for transposition sections on C4130 -35. The minimum distance from the top of the ducts to the manhole roof is specified on the manhole drawings and the separation of the ducts at the manhole duct entrance 1s shown on Speci£i- 10100.cation C4231. This will determine the minimum width and depth of the trench at the manhole. Obstructions affect the depth of the trench in that the grade of the conduit run must be adjusted to avoid them. The entire trench should be opened between manholes before any conduit is laid to ascertain the existence and position of any obstructions. When the required depth of the trench is known for all points, the grade may be estab- lished. DIST. PLANNING & RELIABILITY --C 1r pp. REVISION COMMONWEALTH EDISON COMPANY SYSTEM STANDARD 6-0%43 REVISES SPEC. DATED 7 -31 -73 C4171 "t NOT PAGE 1 OF 3 COMPUTERIZED PGA IP- -C4171 PAGE 1 OF 3 INSTALLATION OF CONDUIT RUNS AND LATERALS MONOLITHIC METHOD These instructions cover the procedure to be followed when installing concrete encased conduit by the monolithic method. This consists of building up the layers of conduit on spacers and then pouring the concrete encasement in a monolithic mass. The preparation of the trench shall be as prescribed in Specification C4050. GENERAL The type and size of conduit is generally given on DEG -147 but shall be specified for each job on the installation drawings. Split conduit shall be used to rebuild or change the location of existing ducts that contain cables as shown in Specification C4175. Connections for conduit of different sizes and materials are shown on Specifications C4162 and C4163. All conduit that may nave broken ends shall be cut, and used whenever possible. Conduit runs installed on new fill ori soil 6 shalshall centersreinforced with a 6 inch base of concrete and N6 reinforcing bars on approximately CONCRETE 141X FOR SHEATHING (a) Ready -Mixed Ready mixed concrete delivered to the job shall be specified as 3000 pounds per square inch minimum (at 28 days) concrete. The coarse aggregate shall be pea gravel. The fine aggregate shall be M2 torpedo sand, EM48002. Slump at point of delivery shall be not more than 4 inches nor less than 1 inch. Minimum cement content shall be 3 -1/2 bags of Type 1 Portland cement per cubic yard. Fly ash shall be incorporated in the mix on the basis of 20 pounds per sack of cement include air entrainment agent to entrain between 4 and 6 percent of air in concrete. Excet conformp toe otherwise ofteSpecificationseforcReady -M Ready-Mixed yConcteteo(ASTMe shall C94 latest edition). Ready -mixed concrete shall be placed within 1 hour after water has been added to the mix. (b) patch -Mixed When the concrete is mixed on the job, a prebagged cement mix consisting by weight of 70 percent Portland cement and 30 percent fly ash shall normally be used. The concrete mix proportions by volume (rodded saturated surface dry basis) shall be 1 part of prebagged mix (1 bag is 1 cubic foot), 3 -1/2 parts 412 torpedo sand EM -48002 and 2 -1/2 parts pea gravel. Maximum water content. including free surface moisture in aggregates, shall not exceed 7 gallons per bag of cement mix. Slump shall be as specified above under ready -mixed concrete. In the event that the prebagged cement mix is not available. 1 bag of type I Portland cement shall be substituted for 1 bag cf the cement mix. Water content. slump and concrete mix proportions shall remain as stated in the preceding paragraph. The aggregates shall be measured before being put in the mixer. and shall be in such proportions that one full bag of cement will be used in each batch. All concrete shall be mixed for a minimum of two minutes in a machine mixer. Hand mixing shall not be done except by special permission of the Engineer. No mortar or concrete shall be "retempered" either by remixing or by the addition of any materials or ad- mixtures. The drum of the mixer shall be completely emptied before receiving materials for the succeeding hatch. Concrete that has obtained its initial set before being placed shall be discarded and not used on the job. COLD WEATHER CONCRETING Ingredients of concrete poured when the surrounding air is below 400 F shall be heated so that the temperature of the concrete after placement is not lower than 550 F. Plug ends of conduit run to prevent air circulation. Protect concrete from freezing for a minimum of 48 hours. DIST. PLANNING & RELIABILITY -e-e COMMONWEALTH EDISON COMPANY SYSTEM STANDARD IP- REVISION 6 -01 -93 . C4171 PAGE 2 OF 3 NOT COMPUTERIZED LAYING CONDUIT N_ INTERMEDIATE SPACER REVISES SPEC. DATED 7 - - E" BASE SPACER te.. I ::!:'-'4::i. t 5 ELEVATION OF MONOLITHIC METHOD STAGGER COUPLINGS P i• 6 -01 -93 8 C4171 PAGE 2 OF 3 NOT COMPUTERIZED The standard arrangement and separation of ducts and the thickness of sheathing shall be as shown on Specification C4110 for conduit runs under main line railroad track or on Specification C4090 for all other locations. If special arrangements are required, the sectional outline of ducts shall be shown on the installation drawings. Transposition of ducts for various standard formations shall be made per Specification C4130-36, but shall be done only when specified on the drawings or specially authorized by the Engineer after unforeseen obstructions are uncovered. The first layer of conduit shall be laid or plastic base spacers (4 inch S.I. 402327, 5 in S.I. 40232B) horizontally locked which will provide a 3 -inch layer of concrete below the conduit. They shall be placed at intervals of approximately 5 feet. Succeeding layers are placed on plastic intermediate spacers (4 inch S.1. 402325, 5 inch S.I. 402326) vertically locked to previously placed spacers. The conduit couplings shall be staggered so that no of coupling i is in-line lt with theeentireiassembly adjacent conduit. When required layers of conduit. are built -up, vertical movement. For split -duct place spacers at 3 foot intervals. If the conduit does not rest on undisturbed earth within 3 feet of manhole or vault, bridge gap to undisturbed earth with a 6 inch base of reinforced concrete. This concrete to be a "Dense Sheathing" page 3 with #6 reinforcing bars on 6 inch centers. The concrete shall be thoroughly spaded and puddled in and around all of the conduits. Bracing shall be removed when concrete has started to set and there is no further danger that ducts will float or move out of alignment. Holes left by bracing should then be filled with grout. In formations greater than 4 ducts high, the formation should be installed in two layers with concrete being poured in two steps. This will ensure a concrete envelope around every duct and decrease vertical drop to the lowest possible distance when pouring the concrete. UNFINISHED CONSTRUCTION If the conduit run must be temporarily left unfinished during construction, conuit shall for d completion batc some dfuture ptime, the nend tofleach conduit shalliberpluggedo dead-ended. and staggered approximately 3 inches from the adjacent conduit. The end of the concrete sheathing shall be stepped back approximately 6 inches for each horizontal row of conduit. The ends of the installed conduit shall extend beyond the sheathing to permit connection to Future conduit. SPLITS AROUND OBSTRUCTIONS When small obstructions are encountered, and it is not economical or desirable to install the conduit run below the obstruction, the run may be split. In such an operation, a 1 -inch space shall be left above and below between the concrete sheath and the obstruction. Each portion of the split conduit section shall be installed as a double reverse curve using a minimum radius of 300 feet. The space between the two portions of he split section shall be completely filled with concrete to within 3 inches of each side of the obstruction. This space shall be filled with #2 torpedo sand. DIST. PLANNING & RELIABILITY )10.- REVISION COMMONWEALTH EDISON COMPANY SYSTEM STANDARD C4171 PAGE 3 OF 3 NOT COMPUTERIZED CONDUIT BELLS All conduit shall terminate at a manhole or vault in plastic conduit entrance bells as shown on Specification C4231 or an approved substitute. If conduit plugs are used, they should be removed after construction is completed unless otherwise specified. REVISES SPEC. DATED 1-Z1 -73 e -01 -93 C4171 PAGE 3 OF 3 NOT COMPUTERIZED pACKFILLING After the concrete sheathing has attained its initial set. the trench shall be backfilled. Sand shall be used under pavements except when the excavated material is fine and dry and can be well compacted, and will not settle after pavement is restored. If the excavation is made in sandy soil. the removed material may be used for backfill if satisfactory to the Engineer. Lake sand shall never be used for backfill in conduit trenches because of its poor heat - conducting properties. All backfill in paved areas shall be tnoroughly compacted and flooded. Conduit runs in parkways may be backfilled with the excavated material if it is clay, loam, coarse sand or gravel. When lake sand, peat, cinders. slag or other material having poor heat conducting properties are encountered in the conduit excavation, thermal backfill shall be added around and above the conduit, as specified on the installation plans or by the Owner's engineer. This thermal backfill will be per EM48008 or bank run gravel from a location approved by a temperature control engineer. PAVING, CURBS, SIDEWALKS Replacement of paving, curbs, and sidewalks shall be done in accordance with the manipical or state requirements. MANDRELING After the concrete sheathing has attained its initial set. each duct shall be rodded, and mandrel. furnished by the Owner. pulled through the duct. When a previously dead -ended conduit run is extended. the entire run shall be rodded and mandreled. Conduit rune containing or terminating in small radius bends that will not permit the passage of a standard size mandrel shall be mandreled through their straight portion prior to the construction or installation of the bends. The mandreling of small radius bends shall oe done with a flexible mandrel no smaller in diameter than 1/2 inch less than the nominal diameter of the bend. When requested. the Contractor shall, as a part of the mandreling operation, pull in and leave in certain designated ducts a *8 Galvanized Steel pull wire EM31110 or a 1/4 inch polyethylene cord S.I. 714113. that will be furnished by the Owner. LATERALS Conduit laterals that are to be concrete encased shall be installed in the same manner as main conduit runs. Laterals that terminate at building walls shall be constructed as shown on Specification C4250. DENSE CONDUIT SHEATHING FOR SPECIAL CONDITIONS When specified on the installation drawing:, conduit runs to be installed in known corrosive locations, such as in cinder fill, adjacent to coal storage piles. in gas purifier slag. etc., shall be constructed in accordance with the following instructions. All other procedures given in preceeding pages of this specification shall be followed. The outer sheathing all around shall be 4 inches thick. Concrete shall consist of the following mix: 1 part Type 1 Portland cement 2 parts *2 torpedo sand EM48002 2 parts pea gravel (not crushed stone) 1/2 Bag of fly ash shall be added to the mix for each bag of Portland cement used. For an alternative to Portland cement and fly ash, Lumnite cement shall be specified. include air entrainment agent to entrain 7 -1/2 percent of air in concrete. Including free surface moisture in the aggregates, not more than 6 gallons of water per bag of cement shall be used. Minimum slump shall be 2 inches and maximum slump 4 inches. DIST. PLANNING & RELIABILITY REVISION COMMONWEALTH EDISON COMPANY SYSTEM STANDARD C4090 REVISES SPEC. DATED r2-3 -84 7 -,4 - 87 PC 16 C4090 NOT NOT COMPUTERIZED COMPUTERIZED A B Oo00O B A CONDUIT FORMATIONS ono 000 .ono= *oo�` 0o� BETWEEN MANHOLES 0 co. 1- B o D 0 0 0 00000 00000 00000 DD p' 3" CONCRETE SHEATHING ••Pr 0 0 0 •a0OO --i r- -`i `-I -I /2" O2 3" CONCRETE SHEATHING 1 1/2" l�l DIMENSIONS 2 O3 NO. OF DUCTS PLASTIC CONDUIT 4" CONDUIT 5" CONDUIT A * B * A * B 2 10 -1/2" 15 -3/4" 11 -3/4" 19" 14 16 -3/4" 16 -3/4" 19" 19" 6 16 -3/4" 23" 19" 26 -1/2" 9 22 -3/4" 23" 26-1/2" 26 -1/2" 12 29" 23" 33-3/14" 26 -1/2" 15 35" 23" 41" 26 -1/2" 18 41 -1/4" 23" 48 -1/4" 26 -1/2" 21 47 -1/4" 23" 55 -1/2" 26 -1/2" 24(3X8) 53 -1/2" 23" 63" 26-1/2" 1•24(4X8) 41 -1/4" 29 -1/4" 48 -1/4" 34" DIMENSION ARE TO NEXT LARGER I/4" B A v�_r B A 0000 0 0o O 0 0 0 0 0 B oG00D 000000 0000 J Oo 0 B A v v: • �, �, p. • ••, 6 NOTES: 1. THIS SPECIFICATION COVERS THE ARRANGEMENT OF CONDUIT IN CONDUIT RUNS AND LATERALS. A 20 SEPARATION BETWEEN CONDUITS SHALL BE 1 -1/2 INCH. CONCRETE SHEATHING SHALL BE 3 NICHES THICK EXCEPT WHERE A CONDUIT RUN IS UNDER RAILROAD SWITCH TRACKS OR MAYM LINE RALROAD TRACKS. THEN THE SHEATHING SHALL BE AS SHOWN ON C4110. 0 THESE DIMENSIONS REFLECT THE USE OF PLASTIC SPACERS WHICH PROVIDES HORIZONTAL SEPARATION AT OR GREATER THAN MINIMUM REOUREMENTS. DIST. PLANNING 8 RELIABILITY C -8- -G- COMMONWEALTH EDISON COMPANY REVISION SYSTEM STANDARD 611i-Fo REVISES SPEC. DATED -1 -31-13 CONDUIT POLE CONNECTIONS 4., 1/7/\\\\ PLAN CD ///7\\\ N\ m,\\\ r/ /1\ \ \ \II /7 \ \ \\/ ///\\\\/1/1/\ \ \\ /1/1! 2'-0" MIN CONCRETE I B II ENCASEMENT � 12" ELEVATION / /11 \ \ \\ C4270.A_ 4" CONDUIT .13_ 5" CONDUIT _ A PLASTIC CONDUIT RUN ITE1 MATERIAL DESCRIPTION MIG SI UNIT QUANTITY AA .BA A BEND, RIGID CND., STEEL 4 IN. IPS, 48 IN. R. M 376230 EA I 1 BEND, RIGID CND., STEEL 5 IN. IPS, 48 IN. R. M 376010 EA 1 B ADAPTER, CND,, PLASTIC TO STEEL, 4 IN. M 402247 EA 1 ADAPTER, CND., PLASTIC TO STEEL, 5 IN. M 402248 EA 1 C STRAP, CONDUIT, 4 IN. M 385386 EA 1 STRAP, CONDUIT, 5 IN, M 385408 EA 1 D SCREW, LAG, 3/8 X 3 IN. U 381342 EA 2 2 NOTES: SUPPLEMENTARY MATERIAL 1. IF BELLED END OF PLASTIC CONDUIT CAN BE CONNECTED TO STEEL BEND OMIT ITEM -B, C4270 INFORMATION 11 FOR POLE CONNECTIONS TO MULTIPLE CONCRETE DUCT, SEE C4165. 12 LOCATE BEND ON A QUADRANT OF THE POLE WHERE IT IS THE LEAST SUSCEPTIBLE TO DAMAGE BY VEHICLES, AND IN ACCORDANCE WITH C7085. THE EXACT QUADRANT SHOULD BE INDICATED ON THE W.O. 13 WHEN SPARE DUCT IS INSTALLED, PLUG AND ENCASE IN CONCRETE. DIST. PLANNING & RELIABILITY -T-- c -s-'o- COMMONWEALTH EDISON COMPANY REVISION SYSTEM STANDARD