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Home My WebLink AboutC8 - DUKE ENERGY DETAILS - CIVILSmall Flat Pad and Pit Pad See Note 2 8291 See No (Drawing 2 Not To Scale) ■�11��I�IAII�PJA■■■ ■�11��I�IAII�PJA■■■ y • • • e e • e e j 12" 34" 24" 12" �� 61' 17n 6" See Note 2 SMALL FLAT pp PAD of 8431 PIT PAD DIMENSIONS 8299 WIDE 84so LONG 1) Pad to be a Minimum of 5 - 1/2" Thick 2) Shaded area around pad indicates minimum clearance from obstructions. 10 (Refer to the Padmount Feet Building Clearance Standard for minimum distance from sides and back of concrete. 1Or minimum from front of concrete.) 3) Pit Pad Only 4) Cover bottom of pit with 6" of gravel. Duke Energy 3-Phase Padmount Transformer Concrete Foundation Specifications 5 FINISHED MAIN NOTE: WATER MANS SHALL BE LOCATED ON AN UNDISTURBED [EDGE 11 SANITARY SENER�\\A\v Ml -------70 Ml•RI WATER MAIN� JOINT SANITARY JOINT FLOW WWMW.CDR IF 'As IS IF "B' IS THEN SANITARY SEWER PIPE SEGMENT SHALL BE 1s- OR MM I IT OR MORE N0 SPECIAL PIPE MATERIAL OR GRADE RECUREYENTS m THAN is, LESS THAN tow' PVC DIFFER AM D 2241 (MR N) OR ANS/AWWA C900 (OR 18) OR ANS/AWWA (905 (M 21) OR DUCIRE IRON (CLASS 51 MINIMUM) July 2009 NOTE: SEPARATION DISTANCES FROM WATER SUPPLIES AND PIPE CLASSIFICATIONS SHAM CONFORM TO NMMA STATE BOAAI OF HEALTH'S 'ell WATER SUPPLY AND WASIEWARF DISPOSAL FOR FNNIC AND WMMERDN ESTABLISHMENTS - BULLETIN S.E. 1Y WELL/WATER SUPPLY & SEWER CROSSING DETAIL No. 19300219 STATE OF CLAY"TOWNSHIP REGIONAL WASTE DISTRICT cl I RELEASED FOR CONSTRUCTION Ts7E CROSSING DETAIL Subject to compliance with all regulations File T:\8[�6N8\001 of State and Local Codes e City of Camel ((�� {Am�lUllonr3hDAaL DATE: \\ 10/30/19 4R1 QUAN- EACH SIDE 4R5SPACED IN FRONTAND I 4R3 QUANTITY (3) AROUND SIDES, FRON , 41 QUANTITY (2) AND BACK OF PIT EACH SIDE OF THE TOP 4R2 QUANTITY (2) EACH SIDE OF THE TOP, DOWN THE SIDES, AND ACROSS BOTTOM OF PIT ALL BARS 1t4 GRADE 60 DEFORMED SHAPE DETAIL SYMBOL MARK U 4R1 Lf 4R2 0 4R3 4R4 - 4R5 4R1 2 Center bare in "pit We aide wab. Provide 3" bolstered from sell Whom and 2' cbamrice tram top surface 0 W. 4142 2 Center ban In 'pit WY and was. Provide 3' besnnce Drop wal Whom and T clearance from lop surface a pad. Termlnate bar ends 2-frown and edges. AM 4 Center ben In 'pit box and and aide was. Race bottom bar 3' [rare pit bottom, Race tap We 2' from top surface. Maximum bar seeding Is 12". 4R4 2 Place bare in approximate locaaans shown to planned comer check wrow. Provide 2- dearerha Drum top surface and any opposes edge. 4R5 8 Center In end walls of 'pit box.- Terminate bars Thorn hotion surface and 2- from lop surface. Maximum bar spacing'a 12% W WF . Provide 2-bearance tram lop supreme. TMmnlnels 2' from pad ledges. DOILDLO3.CDR Duke Energy 3-Phase Padmount Transformer Concrete Foundation Specifications July 2009 NOTE: CONCRETE APRON AND CASTING SHALL HE INSTALLED W THAT THEY DO NOT CONTACT THE LATERAL OA LATERAL CAP. NEENAH R-1976 OR EAST JORDAN 1578 MUD SEM W CASTING 6" PVC CAPS 36" f8 No. 19300219 STATE OF (ZI Schneider I I' CLEARANCE FROM RIP OF OOTTW OF CASTNG WRE - FINAL MADE -6" PVC PIPE 16" N 8-) TEE -WE i 6" SEND LATERAL (HARDSCAPE SURFACES AND AL OTHER INSTAMAIIWS BEYOND THREE FEET OF BJE-011 TRICO REGIONAL SEWER UTILITY TYPE 2 CLEANOUT DETAIL Contractor to obtain and comply with Duke Energy "3-Phase Padmount Transformer Concrete Foundation Specifications% 7/2009 Customer Responsibilities The customer may choose to construct the transformer pod on site or purchase a prefabricated unit from a manufacturer. In either case, the customer is responsible for assuring the patl is manufactured to the requirements provided in this specification. 1. Customer is to contact Duke Energy to inspect pad (arms and dimensions prior to concrete being poured. 2. Customer shall supply the concrete mix (as shown in the concrete mix specifications). welded wire (abric, C4 reinforcing bars. and sholl pour the "flat pad" or "pit pod. 3. The dimensions shall be in accordance with the specifications based on the transformer KVA size. The thickness of all wolls on the "pit pod" shell be a minimum of 5 - 1/2" thick. The transformer WA Size is to be specified by Duke Energy. 4. Refer to the Padmount Building Clearance Standard for the minimum allowable distance between transformer pods and buildings, building openings and equipment. There shall be a minimum clearance of 10' from the front of the concrete pod to any walls, machinery. or other obstacles. If there ore multiple transformers or mediatory bus enclosures involved in the detonation, there shall be a minimum clearance of 3 feel between oil podmount equipment. 5. When a transformer is installed in a vault. the customer should install a 1" metering conduit from the secondary compartment of the pit pad to the metering location as specified by Duke Energy. 6. Customer shall install the conduit for the primary conductors (as specified for "pit" patl installations only) as close to the center of the "primary" area as practical. The "primary' conduit(s) and the 7. Customer shall inform Duke Energy of the number, size, and type of secondary conductors that will be installed. (Example: 500 MCM Copper, 600 volt insulated, four (4) conductors per phase.) B. Customer must be specific regarding 4-wire (grounded-wye) and 3-wire ("fioalingwye) deliveries. Special metering and grounding considerations may need to W considered for each of these deliveries. For 3-wire deliveries, a single grounding conductor (maximum size 1/0) from the customer shall be connected to the copper grounding ring in the transformer comportment, and the ground strap must be completely disconnected from the %0 bushing. 9. It is the responsibility of the customer to provide roam for excess secondary cables when conductors are in parallel. All parallel conductors sholl be grouped and marked by the edeclricion. There must be no more than 1.5 feel difference between the shortest and the longest of any parallel cables on any one phase. Concrete Mix Specifications I. Concrete mix used for Transformer Pods shall meal the following requirements: Minimum 28 day compressive strength of 3.000 psi. Maximum water / cement ratio of 0.50, Maximum slump of 4 inches. Air-enhalnment content between 4 and 8 percent 2. Concrete sholl be afforded adequate cure for a minimum of five (5) days if the ambient temperature is over 70' F, or seven (7) days if the ambient overage temperature is below 70' F. 3. Adequate cure can be performed by any of the following methods: Waterproof membranes. Sprinkling or Sooking, Curing Compounds 4. Pad sholl be supported on a sub -base of send. gravel, or crushed stone. The granular sub -base is to be a minimum of four (4) inches thick and shall be compacted with a vibratory compactor. 5. Dampen the sub -base prior to concrete placement. At the time of placement, the sue-bose sholl not Cooled standing water. 6. The top of the concrete patl must be steel troweled and completely smooth to prevent " gaps between the transformer and the surface of the concrete pod. p 9P TREN01 ERROR OVER 109a AT RIP OF MVATNN ACQRABLE 1RENm Syrrif Sy51W 1/2 D 1M WE 1/2 DFOR 6" FOR DI 1/2 0 sLE aODITABLE IAWR N TA%E cflDw 12 SOUND AS NEWRD BY ENONEER FOR UNSTABLE vi intestinal - patl To FIRST LAYER BEDDING TABLE m Sol TD 16"I tr 4 OWN ADDING RLOW 11E MNMIM = 6" MANLY = to - "DENT BAoma Teak FREE Eta IAaem MAN s" OR OTHER MAUL (COMPACT TO PREVTNT ! IN AREAS All 5 OF ROAD SIIF Of e BE PLACID (ROM 6 WE BELOW TO E PIPE M A MINIMUM OF 18INCHES wDE, TAAD AND WAXED IN. HAND RATED AND WAUfEO HE DEIL HIM EXCAVATED) MANS PIPE SIZE 1 A B UP To 18 I 3-0 2-6 IF AND eNATER 1 0 + 24' D I W \d A 0 .,,w2o. 15TERF4 SANITARY SEWER TRENCHING, No BEDDING AND BACKFILL DETAIL 193DO219 oz STATE OF ,',4M € CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND Schneider BACKFUL DETAIL Dale 12/06/06 File t STATE OF W � 0) U � E CotN C/] F n Q a 13, o w our N c 0 0 e f FZ rc a N w 0 4 n w o n w o� ¢ n w WJ 3 � no o arc m o x U u a 4 SUMMARY OF LATERAL INSTALIATION REQUIREMENTS 1. Only one buildingmay connect to the sewer main For y n, 2. ins, sump s and rstorm water shall never be aproac water desanitrnever be connected [o the saita ry ewer. eying yste shall never berstorm sanitary sewer. She dewatering systems shall never be discharged m the sanitary sewer. 3. The existing sewer line from the building to the septic tank may only be reused N it is located under a building addition, paid, porch or paved driveway, and the line passes an air test that is observed by TriCo. Contact Triea for A 10 more information about air testing requirements. The property owner is responsible forteating posts. o 4. TdCo shall inspect all new laterals or lateral repairs in their entirety. Final connection to the sanitary sewer must be ' observed by Trimwn . The property power or contractor must notify TriCo prior to backfilling. Inspections must be l ' ! scheduled at least 24 hours In advance. If an Inspection fails and subsequent Inspections are required, or Nthe y il contractor is not on site for the scheduled inspection, a $100 fee will be assessed and must be paid prior to wY scheduling the reinspeQion. 0 5. Scene system contents or effluent shall never be discharged to the sanitary sewer. Be adl that your county department regulates septic systems. Upon connection to sanhary sewer, a septic tank must typically be abandoned, pumped clean, and filled completely with earthen material. Contact your county health department for 12health 12 more information on septc system and abandonment requirements, and to notify the department of any abandonment. 6. the following materials are acceptable for use in gravity Warner lateral Installation or repair. F PVC pipe: SDR 35 or SON 26, ASTM D3034, 6' diameter PVC pipe, pressure rated: SDR 21, ASTM D2241, 6" diameter PVC restrained joint pipe for directional drilling: Cartago Greeniine 50R 21, ASTM D2241, 6"diameter , AI assumetl loops shall meet ASTM D3212 At sings shall be SDR26 or better r I Ductile Iran mechanical joint fittings with proper hardware SDR 26 gasketed repair sleeves or Indiana Seal shear guard Femco and similar Double couplings are only acceptable in certain circumstances and shall not be used without prior approval from TnCo Damage: 6" threaded PVC caps Bedding: Use 0 crushed stone or fractured face aggregate The fallowing materials are acceptable for use In low-pressure sewer lateral Installation or repair: HOPE pipe for directional drilling: DR 11 ITS, 1.25" diameter, PE4710 Connections shall be made via eiectrofusion or using polypropylene or stainless steel compression fittings Elec[rofusion high volume tapping We, rated 20D psi, PE4710 1.2Y ITS full port 1/4 turn fusible PE ball valve, rated 200 psi Threaded swing check valve, 316 stainless steel, rated 200 be Contact TnCo for acceptable pump station materials, equipment pumps and other requirements 7. For gravity and low-pressure systems, the line IeaWng the building shall not exceed 3' in length before a cieanout must he added a no the line is tansitioned to 6" diameter SOR 35 PVC pipe. Glued joints are not allowed after 3'. No l additional gluedfittings are allowed between the building and the transitIon/cieanaut. For all gravity lines, cleanouts I^ -I shall not be spaced more than 100' apart between the building and the sewer main. See Tril standard drawings for more information on cleanout installation. 8. Bedding material shall W placed from at least 6 inches below to 12 inches above the pipe surface. The trench shall Q be a minimum of IS -wide with at least 6" of clearance on both sides of the pipe. Material shall ber placed over the I pipe and tracer wire after inspection. San, unstable or unsuitable material found below and near the lateral, ^, including any fill or foundation backoll maternal, most be removed and replaced with 0 stone. The contractor is solely responsible far establishing stable pipe bedding machines. w 9. W10-AWG wild coppertracer wire shall be laid on top of and run the entire length of the lateral. All splicing oftmcer wire shall use 3M splice kit model DBRAY-6, King Innovation Director Direct Bury Lug Aqua catalog N90220, ar Trica h approved! equal. 10. Laterals shall be installed at least 20' from waterwells unless WE pressure grade pipe is used. Any proposed installation requiring pressure pipe shall be reviewed by TnCo prior to installation. Where a transition is made between SDR 35 pipe and pressure gnde SDR 21 pipe, a ductile Iron gasketed mechanical couplings must be used. Z N 11. Laterals less than 5' deep shall beat least 24" from the property line.la[eals more than 5' deep shall be at least 36" Z from the property line. Where the lateral runs in close proximityto the property line the property corners must be W 0 accurately staked by a professional land surveyor prior to inspection. o ry 12. laterals running parallel to a building or structure shall be at least 36" from the face of a crawl space or slab on grade /^'� ❑ a0 0 foundation and GO' from the face of a basement foundation wall. Spacing requirements also apply with respect to {J 4 ¢ a the a raillery structure's foundation depth. Ancillary structures (e.g. window wells) and other utilities shall not be J placed over or near the lateral. Tril may adjust requirements where future access to the lateral may be obstructed �N-1 N UJ S by other utilities. The contractor should call to discuss further if he/she believes this could be an issue. to ❑O FO 13. All Infrastructure connected to TriCo's sewer system may be tested, inspected, or televised at Tel s discretion, and F-Cy ¢ m must remain woodefble and properly maintained. w of 14. Call 821 or 3-800-382-5544 before You dig. For more information go to www.indianal ll.org. m U DRAWN BY: ALD If you have arty questions or if You were W request an exception to standards and specifications, please compact Trica during normal business hours at 317-844-9200 prior to completing the work and scheduling an inspection. Go to CHECKED BY: ALD www.[rnco.eop to view standard drawings and specifications. Revised 3/19/2019 PROJECT No. 1803-021 SHEET No. C8 DUKE ENERGY & TRICO DETAILS