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HomeMy WebLinkAboutEncroachment & Revocable Permit - Comcast Corporation October 13, 2026 Kalum Harris Comcast Corporation 8000 E. lliff Ave. Denver, CO 80231 Kalum_harris@comcast.com RE: Encroachment into Public Right-of-Way – Across the street from 24440 Adams Rd. the City’s ROW (North Side of Adams Rd.) Dear Kalum: At its October 13, 2026 meeting, the Board of Public Works approved your request for the installation of a power supply across the street from 24440 Adams Rd. the City’s ROW (North Side of Adams Rd.). This encroachment was approved subject to the improvements not becoming a safety hazard. Enclosed please find copies of the permit and application. The encroachment will be permitted to remain and continue until such time as the Board of Public Works of the City of South Bend shall determine that such encroachment is in any way impairing or interfering with the highway or with the free and safe flow of traffic thereon. Said encroachment shall not in any way prejudice or preclude the City’s rights with respect to the future use of that portion of the right-of-way. If, at any time, the City of South Bend determines that it is necessary to revoke the encroachment permit, you, or the future property owner will be responsible for any and all costs associated with the removal of the encroachment and returning your property to its pre-existing state. Sincerely, /s/Hillary Horvath Hillary Horvath, Clerk INTEROFFICE MEMORANDUM BOARD OF PUBLIC WORKS DATE: TO: September 8, 2026 Kyle Ludlow, Engineering Department Derek Erquhart, Fire Department Chris Dressel, Community Investment FROM: Hillary Horvath, Clerk; PWengineering@southbendin.gov SUBJECT: ENCROACHMENT RECOMMENDATION Revocable Encroachment – Power Supply with UG Conduit Installation LOCATION: Across the street from 24440 Adams Rd. in the City ROW(north side of Adams Rd.) PLEASE INSERT YOUR RECOMMENDATIONS IN THE APPROPRIATE FIELD BELOW, BASED ON THE FOLLOWING CRITERIA: 1.It has been determined that this encroachment in no way impairs the highway or with the free and safe flow of traffic thereon, and it is recommended that the encroachment be permitted to remain. 2.Said encroachment shall not in any way prejudice or preclude the City’s rights with respect to the future use of the portion of the right-of-way. ENGINEERING: Favorable (Recommendation provided after consulting with Streets Department – Coby Deal - Favorable) COMMUNITY INVESTMENT: Favorable Recommendation FIRE: Favorable Recommendation ENCROACHMENT APPLICATION City of South Bend – Board of Public Works 215 Doctor M.L.K. Jr Blvd; Floor 4 South Bend, IN 46601 PROPERTY OWNER INFORMATION: Name of Business/Homeowner: ______________________________________________________________ Address: _______________________________________________________________________________________ City/State/Zip: _________________________________________________________________________________ Phone:______________________________ Email: ____________________________________________________ ENCROACHMENT INFORMATION: Location of Encroachment: ___________________________________________________________________ Encroachment Description: ___________________________________________________________________ CL Road to R/W Line: _________________________________ Size of Encroachment:________________ Distance of R/W: _____________________________________ Amount in R/W: ______________________ INSTALLER'S INFORMATION: Business Name: ________________________________________________________________________________ Address: _______________________________________________________________________________________ City/State/Zip: _________________________________________________________________________________ Phone:______________________________ Email: ____________________________________________________ Signature: ______________________________________________________________________________________ Printed Name: _________________________________________________________________________________ INCLUDE THE FOLLOWING ITEMS WITH YOUR APPLICATION: Photos of the area where encroachment will take place. Plans and Specifications Completed Agreement AFFIRMATION I, the undersigned do hereby certify and affirm that all the information given in this application is accurate and correct. I understand that encroachments must in no way impair the highway or free and safe flow of traffic thereon and may be revoked at any time. Signature of Applicant: Date: Printed Name of Applicant: ____________________________________________________________________ REVOCABLE PERMIT RECOGNITION OF ENCROACHMENT UPON CITY OF SOUTH BEND-CONTROLLED PROPERTY AND PROVISIONS ALLOWING TEMPORARY CONTINUANCE OF SAME Company/Homeowner Name _____________________________________________ , hereafter, the “APPLICANT.” The encroachment will be permitted to remain and continue under the following terms and conditions: 1)Until such time as the BOARD OF PUBLIC WORKS (“BOARD”) of the CITY OF SOUTH BEND (“CITY”) shall determine that such encroachment is in any way impairing or interfering with the highway or with the free and safe flow of traffic thereon; 2)Said encroachment shall not in any way prejudice or preclude the CITY’S rights with respect to the future use of the portion of the right-of-way; 3)The encroachment as it now exists shall in no manner be added to or enlarged in its present scope or dimensions; 4)In the event of change of ownership of the fixture or any other item of personal property which constitutes the aforesaid encroachment, this permit shall become null and void; 5)The CITY shall not be liable to APPLICANT for any damages caused to APPLICANT that arise out of or is incidental to any activity and/or incidences authorized by this permit; 6)In consideration of the granting of this Permit by the BOARD, APPLICANT shall indemnify, hold harmless and defend the CITY from and against any and all actions or causes of action which the CITY may suffer or incur by reason of bodily injury, including death, to any person or persons, or by reason of damage to or destruction of any property, including the loss thereof, arising out of or in any manner connected with any activity and/or incidences authorized by this permit and/or any activities and/or incidences incidental thereto, or which the CITY may sustain or incur in connection with any litigation, investigation, or other expenditures incidental thereto, including any suit instituted by the CITY to enforce the obligation of this agreement of indemnity. It is the intent of the parties hereto that the APPLICANT shall indemnify the CITY under this indemnification clause to the fullest extent permitted by law. This approval shall be binding upon everyone past or present, claiming any interest in and to the aforementioned encroachment. ACCEPTANCE OF TERMS AND CONDITIONS I accept and agree to be bound by all of the terms and conditions of this permit. Submitted By: Signature: Date: BOARD OF PUBLIC WORKS APPROVAL President Member Member Member Member Attest Revised on 9.14.21 © 2026 Microsoft Corporation © 2026 TomTom © 2026 Microsoft Corporation © 2026 TomTom 22" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015AS SHOWNCOVER SHEETRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH01SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLENSWEPROJECT LOCATIONPROJECT LOCATION MAP ENHANCED VIEWSCALE: 1 INCH = 500 FEETPROJECT LOCATION MAPSCALE: 1 INCH = 2000 FEETPROPOSED POWER SUPPLY ANDUNDERGROUND CONDUIT INSTALLATIONFOR POWER AND COAX CABLE24440 ADAMS RDSOUTH BEND, INDIANA SHEET INDEXSHEET NUMBERDESCRIPTION01COVER SHEET02CONTACTS, LEGEND & GENERAL NOTES03PROJECT PLAN VIEW04STANDARD CONSTRUCTION DETAILS05POWER SUPPLY DETAILS06POWER SUPPLY DETAILSINDOT STANDARD TRAFFIC DETAILSINDOT STANDARD TRAFFIC DETAILSINDOT STANDARD TRAFFIC DETAILSINDOT STANDARD TRAFFIC DETAILSINDOT STANDARD TRAFFIC DETAILSESTIMATE OF MATERIALSQUANTITYITEM10LINEAR FEET OF 2" HDPE CONDUIT1POWER SUPPLY CABINET CONTACTINFORMATIONPROPOSED CONSTRUCTIONMETHOD AND MATERIALSRIGHT OF WAY LINEPROPERTY LINEEASEMENT LINEEXISTING PROPERTYBOUNDARY LINESRAD3 ENGINEERING, PLLCDOMINICK MICHAEL DEJUILIO, P.E.1000 VANDUSTRIAL DR, SUITE CWESTMONT, IL 60559DDEJUILIO@RAD3ENGINEERING.COM(847) 271-4794DEVELOPER:CONTRACTOR:ENGINEER:COMCASTKALUM HARRIS8000 E ILIFF AVEDENVER, CO 80231KALUM_HARRIS@COMCAST.COM(720) 346-5847AXS POINTSKYLE CURTIS200 S SHADDLE AVEMUNDELEIN, IL 60060KCURTIS@AXSPOINTS.NET(847) 902-640622" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015N.T.S.CONTACTS, LEGEND & GENERAL NOTESRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH02SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLER A D 3 ENGINEERINGALL PROPOSED WORK WITHIN THIS PLAN SET SHALL BE EXECUTED IN ACCORDANCE WITH THEFOLLOWING NON-INCLUSIVE CONDITIONS:PROPOSED EX CONDUIT PULL THRUPROPOSED DIRECTIONAL BOREPROPOSED BORE PITPROPOSED COMMUNICATIONSMANHOLEPROPOSED COMMUNICATIONSVAULT/HANDHOLEAPROPOSED AERIAL CABLEPROPOSED TEST HOLEPROPOSED PEDESTALPROPOSED HAND DIG / OPENCUT TRENCHSCOPE OF WORK1.ROUTE SKETCH PLAN IS NOT AN ENGINEERED CONSTRUCTION/STAMPED DRAWING AND IS INTENDED TO ILLUSTRATE THE APPROX.LOCATION OF THE PROPOSED CONDUIT INSTALLATION WITHIN THE PUBLIC RIGHT-OF-WAY AND EASEMENTS (IF ANY) FOR THERIGHT-OF-WAY PERMITTING AGENCY REVIEW AND PERMIT RELEASE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR THEDETERMINATION OF EXACT LOCATION OF INSTALLATION BASED ON THE EXISTING FIELD CONDITIONS AND UTILITY LOCATES.2.SEE ESTIMATE OF MATERIALS & ENSUING DESIGN SHEETS FOR PROPOSED PROJECT INFORMATION AND DETAILED SCOPE OF WORK3.ALL COMPONENTS OF WORK NECESSITATED BY THIS CONTRACT SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING LABOR,MATERIAL, EQUIPMENT, RESTORATION, MAINTENANCE, AND RELOCATION, IF NECESSARY4.ALL PORTIONS OF CONSTRUCTION SHALL BE COMPLETED ACCORDING TO THE CONTRACT5.ALL PORTIONS OF CONSTRUCTION SHALL BE IN COMPLIANCE WITH ANY HEALTH & SAFETY REGULATIONS6.ALL PORTIONS OF CONSTRUCTION SHALL ABIDE BY ADJACENT RIGHT-OF-WAY PERMIT INSTALLATION REQUIREMENTS7.RAD3 ENGINEERING, PLLC SHALL NOT BE LIABLE OR RESPONSIBLE FOR OMISSIONS OR ERRORS BY ANY CONTRACTOR, SUBCONTRACTOR,THEIR EMPLOYEE(S), OR ANY OTHER PERSON PERFORMING PROJECT DELIVERABLES8.CONTRACTORS AND THEIR AFFILIATES MUST PROVIDE THEIR OWN SAFETY BRIEFINGS9.RAD3 ENGINEERING, PLLC PRESENCE AT A CONSTRUCTION SITE SHALL NOT RELIEVE THE CONTRACTOR OF HIS OR HER OBLIGATIONS,WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, CONSTRUCTION TECHNIQUES, MEANS, METHODS, SEQUENCE, AND PROCEDURESNECESSARY FOR PERFORMING, COORDINATING, OR OVERSEEING WORK AS DESCRIBED WITHIN PLAN SET10.RAD3 ENGINEERING, PLLC HAS NO AUTHORITY TO HAVE CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ASSOCIATED PARTY INCONNECTION WITH ANY HEALTH & SAFETY PRECAUTIONS11.IF REQUIRED, THE CONTRACTOR MAY ENGAGE RAD3 ENGINEERING, PLLC WITH ADVANCED NOTICE TO SCHEDULE A SITE MEETING WITHA RAD3 ENGINEERING, PLLC REPRESENTATIVE TO DISCUSS & WALK OUT THE INTENTIONS OF THE PROJECT PRIOR TO CONSTRUCTIONCONTRACTOR NOTES1.ALL REQUIRED PERMITS MUST BE ACQUIRED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THATALL REQUIRED PERMITS ARE OBTAINED, ACCURATE, AND ON SITE2.ANY INFORMATION REQUESTED BY THE GOVERNING PERMITTING AUTHORITY SHALL BE PROVIDED BY THE CONTRACTOR IN ORDER TOSECURE THE PERMIT(S)3.ROUTE SKETCH PLANS SHALL BE SENT TO THE RIGHT-OF-WAY PERMITTING AGENCY FOR REVIEW & COMMENTING. ALL CONFLICTSSHALL BE ADDRESSED AND RESOLVED IN ORDER TO RECEIVE THE PERMIT(S)4.CONTRACTOR SHALL ALWAYS VERIFY ALL INFORMATION PRESENTED IN THE PLAN SET TO ENSURE ACCURACY. EXISTING RIGHT-OF-WAYAS DEPICTED IN THE PLAN SET SHALL ALWAYS BE VERIFIED TO ENSURE THAT NO WORK WILL BE OCCURRING ON PRIVATE PROPERTY ORIN ADDITIONAL NON-PERMITTED AREAS5.RAD3 ENGINEERING, PLLC IS NOT RESPONSIBLE FOR ASCERTAINING AGREEMENT BETWEEN INSTALLATION OWNER AND PRIVATEPROPERTY LANDOWNERS6.RAD3 ENGINEERING, PLLC IS NOT RESPONSIBLE FOR ANY EASEMENT USE OR AGREEMENT7.ALL SCALES SHOWN ARE FOR THE ORIGINAL DOCUMENT SIZE. SCALES ARE FOR GENERAL INFORMATIONAL PURPOSES ONLY AND THEPROVIDED DRAWINGS SHALL NOT BE SCALED8.THE MOST RECENT VERSION OF GOVERNING AGENCY RULES & REGULATIONS SHALL ALWAYS BE FOLLOWED BY THE CONTRACTOR9.ALL PROPOSED WORK ACTIVITIES SHALL BE COORDINATED WITH THE RIGHT-OF-WAY PERMIT PROVIDER AND ANY 3RD PARTY AGENCIESPERFORMING WORK IN/NEAR SAME PROJECT AREA10.ALL PROPOSED WORK ACTIVITIES SHALL BE COORDINATED WITH PRIVATE/PUBLIC UTILITIES, AS WELL AS CITY/STATE AGENCIES11.IN SOME CASES, THE EXISTING FIELD CONDITIONS MAY CHANGE IN BETWEEN CONCEPT & CONSTRUCTION, OR OTHER OUTSIDE FACTORSMAY IMPACT THE CONTRACTOR'S ABILITY TO PERFORM CONSTRUCTION AS DESIGNED. IF CONSTRUCTION CANNOT BE ACHIEVED ASDESIGNED AND PERMITTED, THE CONTRACTOR SHALL REACH OUT TO RAD3 ENGINEERING, PLLC TO DISCUSS AN ALTERNATE PLAN12.THE CONTRACTOR SHALL PREPARE MARKED UP RED-LINE DRAWINGS SHOWING THE PRECISE LOCATION OF ALL INSTALLED MATERIALS.THIS MARKED UP PRINT SHALL BE PROVIDED TO THE PROPOSED UTILITY OWNER, AS WELL AS ANY LOCAL MUNICIPALITIES REQUIRINGAS-BUILT DRAWINGSWORK1.MATERIALS & EQUIPMENT SHALL NOT BE STORED WITHIN THE PUBLIC RIGHT-OF-WAY WITHOUT APPROPRIATE RIGHT-OF-WAY PERMIT(S)BEING OBTAINED2.THE PROPOSED INSTALLATION SHALL BE SAW-CUT AND SURFACE-MARKED BY THE CONTRACTOR PRIOR TO EXCAVATION3.EXCAVATION AROUND 3RD PARTY PROPOSED UTILITIES AND STRUCTURES SHALL MEET REQUIRED UTILITY CLEARANCE AS SPECIFIED BYUTILITY PLUS AN ADDITIONAL 3-INCH BUFFER, AT A MINIMUM4.THE CONTRACTOR SHALL INSTALL A CONCRETE MUD SLAB AT THE FINAL BASE ELEVATION, ONCE ACHIEVED, UNLESS AN ALTERNATIVEDETAIL HAS BEEN DESIGNED & PROVIDED BY A LICENSED STRUCTURAL ENGINEER5.PRIOR TO PLACING PROPOSED UTILITIES, SHORING, OR BACKFILLING, THE CONTRACTOR SHALL THOROUGHLY INSPECT ALL EXISTINGUTILITIES WITHIN ANY EXCAVATED AREA. ALL NEWLY INSTALLED UTILITIES SHALL ALSO BE INSPECTED FOR INSTALLATION DAMAGESPRIOR TO BACKFILL6.ANY SHORING SYSTEMS MUST BE REVIEWED AND ACQUIRED BY THE CONTRACTOR7.ANY EXISTING CABLE ENCOUNTERED SHALL BE ASSUMED TO BE ENERGIZED BY THE CONTRACTOR, AND SUPPORTED IN SUCH A WAYTHAT THE CABLE IS NOT STRESSED8.DE-WATERING ENGINEERING MEASURES SHALL BE PROVIDED BY CONTRACTOR, IF NECESSARY, TO ENSURE THAT THE BASE OFEXCAVATION IS ABOVE THE GROUNDWATER TABLESAFETY1.THE CONTRACTOR SHALL TAKE ALL NECESSARY SAFETY PRECAUTIONS TO PROTECT WORKERS, PEDESTRIANS, UTILITIES,STRUCTURES, AND VEHICULAR TRAFFIC. THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES OR FENCES ASREQUIRED BY THE GOVERNING MUNICIPALITY TO PROTECT THE PROPERTY AND THE PUBLIC DURING ALL CONSTRUCTIONPHASES2.ANY OPEN TRENCH OR UNFINISHED SURFACE LOCATION SHALL BE PROTECTED BY SIGNAGE, WARNING LIGHTS, BARRICADES,STEEL PLATES, OR ADDITIONAL PROTECTIVE DEVICES 24 HOURS A DAY UNTIL RESTORATION OF A SURFACE IS COMPLETED3.BUILDING, CROSSWALK, AND GARAGE ENTRANCES SHALL BE MAINTAINED BY THE CONTRACTOR WITH THE USE OFTEMPORARY WOODEN ADA RAMPS IF NECESSARY4.WOODEN PASSAGEWAYS SHALL BE DESIGNED BY THE CONTRACTOR & USED, IF NECESSARY, TO DIVERT PEDESTRIANS AWAYFROM THE CONSTRUCTION AREA5.RAD3 ENGINEERING, PLLC IS NOT RESPONSIBLE FOR ANY UNIDENTIFIED VAULTED SPACE IMPACTS BY CONTRACTOR DURINGCONSTRUCTION OF WORK PROPOSED IN PLAN SET. CONTRACTOR SHALL ENTER ALL ADJACENT BUILDINGS TO DETERMINEEXTENT OF ANY STRUCTURES PROTRUDING INTO THE PUBLIC RIGHT OF WAYUTILITIES1.EXISTING UTILITIES AND ASSOCIATED CONDITIONS AND STRUCTURES IF SHOWN ARE BASED ON 3RD PARTY UTILITY ATLASESRECEIVED. THESE ATLASES ARE ASSUMED TO BE CORRECT & ACCURATE. THE CONTRACTOR SHALL ALWAYS FIELD VERIFYEXISTING UTILITY CONDITIONS & LOCATIONS TO DETERMINE ACCURACY AND ANY DISCREPANCIES PRIOR TO THE START OFANY WORK2.THE SEWER DEPARTMENT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO THE START OF ANY PROJECT WORK.CONTRACTOR SHALL PROVIDE SITE SUPERINTENDENT CONTACT NAME/NUMBER IN CASE OF A SEWER EMERGENCY3.TEST HOLES SHALL BE PERFORMED BY CONTRACTOR TO VERIFY EXTENT, DEPTH, AND EXACT LOCATION OF ANY UTILITIESPRIOR TO START OF WORK4.CONTRACTOR SHALL CALL IN LOCATES PER LOCAL REQUIREMENTS PRIOR TO ANY PENETRATION/EXCAVATION. THIS MUST BEDONE A MINIMUM OF 48 HOURS IN ADVANCE, MAXIMUM 14 DAYS IN ADVANCE, EXCLUDING HOLIDAYS & WEEKENDS5.CONTRACTOR SHALL CALL IN TO REFRESH LOCATES IF NECESSARY6.ALL EXCAVATION AREAS AND PROPOSED INSTALLATION ROUTE(S) MUST BE CLEARLY MARKED IN WHITE PAINT PRIOR TOCALLING IN FOR LOCATES, EXCLUDING EMERGENCY WORK7.EXCAVATION OCCURRING NEAR STRUCTURES OR UTILITIES SHALL BE DONE BY HAND4.LOCATIONS WITH OVERHEAD OBSTRUCTIONS SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY CONSTRUCTION9.CONTRACTORS ARE REQUESTED TO TAKE EXTRA PRECAUTIONS WHEN WORKING NEAR OVERHEAD ELECTRICAL WIRES. PRIORTO CONSTRUCTION, THE CONTRACTOR MAY REACH OUT TO HAVE WIRELINES INSULATED10.ANY DAMAGED UTILITIES/STRUCTURES MUST BE REPORTED IMMEDIATELY BY CONTRACTOR AND RESTORED TO THECORRESPONDING UTILITY/STRUCTURE OWNER'S SATISFACTION11.IF CONTRACTOR IS PERFORMING WORK ON A SEWER FACILITY, A SEWER INSPECTOR IS REQUIRED TO BE ON SITE12.THE SEWER SERVICE SHALL BE REPLACED IN KIND FOR ANY INTERFERENCE BETWEEN A HOME AND A SEWER DRAIN13.IF STEEL PIPE CONDUCTOR IS DAMAGED WHILE EXCAVATING, COMED SHALL BE NOTIFIED AND EVALUATE THE DAMAGE TODETERMINE ANY NECESSARY REPAIRS PRIOR TO RESTORATION14.ALL ADJACENT 3RD PARTY MANHOLES, CONDUITS, OR ADDITIONAL FACILITIES SHALL BE PROTECTED WHEN CROSSING ORPARALLELING TO ENSURE THAT NO DAMAGE OCCURS15.MAINTAIN 5 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION FROM ALL CITY/TOWN/VILLAGE OWNED UTILITIES,UNLESS OTHERWISE SPECIFIEDRESTORATION1.CONTRACTOR SHALL OBTAIN ALL APPROPRIATE RESTORATION PERMITS FOR WORK AND PAY ALL NECESSARY FEES2.CONTRACTOR SHALL RESTORE ALL IMPACTED AREAS (LANDSCAPE, PARKWAY, ALLEY, ALLEY APRON, CURB, GUTTER,SIDEWALK, AND DRIVEWAY) IN THE PUBLIC RIGHT OF WAY TO THE SATISFACTION OF THE LATEST EDITION OF THE RULES &REGULATIONS OF THE GOVERNING MUNICIPALITY3.FINAL REPLACEMENT EXTENTS OF IMPACTED AREA(S) SHALL BE DETERMINED BY THE GOVERNING MUNICIPALITY4.THE CONTRACTOR SHALL COMPLETE ALL RESTORATION WITHIN A TIMEFRAME TO THE SATISFACTION AND REQUIREMENTSSPECIFIED BY THE GOVERNING MUNICIPALITY, UNLESS OTHERWISE DIRECTED BY THE PERMIT PROVIDER5.RESTORATION OF THE AREA(S) ADJACENT TO THE PROPOSED INSTALLATION INCLUDES BUT IS NOT LIMITED TO ASPHALTPRIMER, HOT ROLLED ASPHALT, CONCRETE, TREES, SHRUBS, DIRT, SOD, BACKFILL, BASE LAYER, SUBBASE LAYER, DRIVEWAY,ADA RAMPS, SIDEWALK, CURB, GUTTER, AND BRICK6.RESTORATION ALSO INCLUDES, BUT IS NOT LIMITED TO, REINSTALLATION OF TRAFFIC SIGNALS, TRAFFIC SIGNAL BOXES,BRICK PAVERS, SIGNS, MAILBOXES, CITY LIGHTS, METERS, BENCHES, PLANTERS, AND CANOPIESMATERIALS1.ALL MATERIALS INSTALLED SHALL CONFORM TO UTILITY OWNER STANDARDS, FACTORY INSTALLATION SPECIFICATIONS,ANSI (AMERICAN NATIONAL STANDARDS INSTITUTE) STANDARD RECOMMENDATIONS, AND NEMA (NATIONAL ELECTRICALMANUFACTURERS ASSOCIATION)2.SCHEDULE 40 PVC MATERIALS SHALL BE USED FOR ALL TRENCHING OPERATIONS, UNLESS OTHERWISE SPECIFIED3.SDR (SIZE DIMENSION RATIO) 11 MATERIALS SHALL BE USED FOR ALL BORING OPERATIONS, UNLESS OTHERWISE SPECIFIED4.ALL MATERIALS SHALL BE STORED ACCORDING TO RIGHT-OF-WAY PERMITTING AUTHORITY REQUIREMENTS, ANDMATERIAL-PROVIDER SPECIFICATIONS 648024440ADAMS RD2.6'5.9'40.0'40.0'ADAMS RD2.6'6.3'± 419' TOORANGE RD20'40'10'0'SCALE: 1 INCH = 20 FEET22" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015AS SHOWNPROJECT PLAN VIEWRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH03SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLENSWEPROJECT PLAN VIEWSCALE: 1 INCH = 20 FEETEXISTING UTILITY LINES:CONTRACTOR TO CALL INDIANA/811 PRIOR TO STARTING CONSTRUCTIONAND WILL TEST HOLE AND VERIFY EXISTING UTILITY LOCATION & DEPTHWHERE PROPOSED CONDUIT WILL BE CROSSING EXISTING UTILITY.CONTRACTOR TO USE EXTREME CAUTION WHEN EXCAVATING AND DIGGINGNEAR ALL EXISTING UTILITIES.BEGIN CONSTRUCTION OF PROPOSED2-2" HDPE CONDUIT FOR POWER AND COAX1 FOOT ABOVE GRADE AT EXISTINGUTILITY POLEPROPOSED 5 LINEAR FEET OF2-2" HDPE CONDUIT FOR POWER AND COAXVIA HAND DIGEND CONSTRUCTION OF PROPOSED2-2" HDPE CONDUIT FOR POWER ANDCOAX AT PROPOSED POWER SUPPLYCABINET ALPHA UPE-6APPROX. LOCATION OFPROPOSED POWER SUPPLYCABINET ALPHA UPE-6SITE VIEW - FACING NORTHWESTN.T.S. 22" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015N.T.S.STANDARD CONSTRUCTION DETAILSRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH04SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLEPAVEDUNPAVEDEXISTINGPAVEMENTSAW CUT BASERESTOREDPAVEMENTBEDDING MATERIALOR TRENCH BACKFILLSAND BEDPROPOSED PIPEFLOWABLECONCRETE FILLW/500 PSI (MIN)COMPACTEDEARTH95% OFSTANDARDPROCTOR36" MIN.TRENCHEXISTINGGRADE6"6"TRENCH DETAIL(N.T.S.)CONCRETECURB &GUTTER< 2'< 2'SIDEWALK36"MIN.12"MIN.12" FURNISHED TOPSOILFREE OF AGGREGATE *TRENCH BACKFILLOR APPROVED EQUALBEDDING MATERIALUNDISTURBEDAREACONDITION #2*IN ANY SCENARIO TOP 6" FREEOF AGGREGATE OR FURNISHEDTOPSOIL 6"CONCRETECURB &GUTTER> 2'> 2'SIDEWALK36"MIN.UNDISTURBEDAREABEDDING MATERIAL12"MIN.6"MIN.6" FURNISHED TOPSOILFREE OF AGGREGATE *EXCAVATEDMATERIALTRENCH BACKFILL OR APPROVED EQUALPARKWAY DETAIL(N.T.S.)CONDITION #1 22" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015N.T.S.POWER SUPPLY DETAILSRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH05SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLE 22" X 34"JOB TITLE:REVISIONS:PAPER SIZE:PROJECT NUMBER:DATE DRAWN:DWG COORDS:CLIENT ID:PROJECT MANAGER:DRAWN BY:CHECKED BY:APPROVED BY:CONTRACTOR:ENGINEER:OWNER/DEVELOPER:REV:TECH:DATE:0JURISDICTION:OUC NUMBER:SHEET NUMBER:NOTES:PLOT FULL SCALE 22"X34" PLOT HALF SCALE 11"X17".THIS DRAWING AND DESIGN SHOWN HEREIN IS THE PROPERTY OF RAD3 ENGINEERING, PLLC. USE OR COPIES THEREOF CANNOT BE MADE WITHOUT WRITTEN CONSENT.DESCRIPTION:1234567RAD3 ENGINEERING, PLLC DESIGNS PRODUCED IN U.S.A.SCALE:OFCALL BEFORE YOU DIG:R AD3ENGINEERINGLICENSE NO. 184.009015N.T.S.POWER SUPPLY DETAILSRICHARD REYNOSOAXS-26-568-UGJB0002483340MARIO HERNANDEZRICHARD REYNOSODOMINICK DEJUILIO08/28/2026IN83-EFN/A0609/02/2026FOR REVIEWMDH06SOUTH BEND, INDIANAPROPOSED POWER SUPPLYAND UNDERGROUND CONDUITINSTALLATION FOR24440 ADAMS RDPOWER AND COAX CABLE DRUM 6"6"6"6"6 Light Type C Use: O X 1'-6" Min.3'-0" Min.O W O W PLACEMENT OF CHANNELIZING DEVICES Surface Pavement Surface Pavement 2'-0"Lane Edge of Traffic Vertical Panel Cone, Drum, or Tubular Marker, O W O WHeight of Panel2'-0"3'-0" Min. to Top of PanelVERTICAL PANEL 5 Surface Pavement Type C Light Use:O O O X Sheeting Reflectorized Orange White and 45° 6" (Typ.) 9 9 8" to 12" 4 6" 4" 4" 2" 6" O W O W W W Base Shall be 15 lb. Minimum Weight of 3" to 4" Min. CONE 1'-6" Min. for S ≤ 40 mph 2'-4" Min. for S ≥ 45 mph 3'-6" Min.Orange Pavement Surface X XUse: O 6 56" 6" 6" W O O W 4" 4" 45° Light Type C 2'-0"8"12"DIRECTION INDICATOR BARRICADE Black Surface Pavement Use: X Sheeting Reflectorized Orange White and FLEXIBLE TUBULAR MARKER Orange Surface Pavement Use:O X 8" Max.2'-4" Min.3" 3" (Typ.) 2" (Typ.) E 801-TCDV-02 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER DEVICES CHANNELIZING SEPTEMBER 2016 shall be 0.3 sft. 7 Minimum flexible tubular marker base area 2 in. of adjacent reflective sheeting strips shall be 6 The maximum distance between the edges panel area of 270 sq. in., also. greater shall have a minimum reflective with a posted speed limit of 50 mph or panel area of 270 sq. in. Other roadways freeway shall have a minimum reflective 5 Vertical panels used on an expressway or 6 in. 3 ft in height, the width of the stripes shall be 4 For vertical panels equal to or greater than cones for lane closures during daylight hours. 3 Reflectorized bands may be omitted from is used. number of lanes and a flashing arrow sign tapers where there is a reduction in the 2. A Type C warning light will be required on or E 801-TCDV-01. Standard Drawing E 801-TCLG-01 1. For additional notes and legends see :NOTES 60900348EDHB.REGRI ETS DI DAV UROFF RPNOSEF I A No. STATE OF ANID GI E EERNNSI ONAL 07/02/15/s/ Mark A. Miller /s/ David H. Boruff 06/25/15 O = Orange Reflective Sheeting W = White Reflective Sheeting 7 3 4 5 6 7 3'-0" Orange 1'-8"1'-8"2 THRU TRAFFIC TO ROAD CLOSED DETOUR TYPE III BARRICADE 6"6" 45° Ground Line or Paving Surface. 8" - 12" Height Rails Type B Lights R11-4 WM4-10 (When Required) 5'-0" Min.(Typ.)6"(Typ.)6"Orange and White Reflective Sheeting 7'-0" Min. Urban4'-0" Min. ROAD CLOSURE SIGN ASSEMBLY5'-0" Min. Rural3E 801-TCDV-04 INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER SEPTEMBER 2016 barricade. The sign assembly must be above the Type III3 detour route has been signed. The Detour Arrow sign shall be used only when a2 NCHRP 350 or MASH crash evaluation criteria. Barricade lights, signs, and supports shall meet1. NOTES: 60900348EDHB.REGRI ETS DI DAV UROFF RPNOSEF I A No. STATE OF ANID GI E EERNNSI ONAL TYPE III BARRICADE 07/02/15/s/ Mark A. Miller /s/ David H. Boruff 06/25/15 Not Less Than 6'-0" Min. 1'-0"2'-0"2'-0" 6'-0" to 12'-0" 6'-0" to 12'-0" Not Less Than Sidewalk Plaque Advisory Speed E 801-TCDV-05 mm/dd/yyDETAILS PLACED IN THIS FORMAT INDIANA DEPARTMENT OF TRANSPORTATION STANDARD DRAWING NO. DATECHIEF ENGINEER DATEDESIGN STANDARDS ENGINEER NOTES: traveled way. minimum sign mounting height of 7 ft above the temporary mounted construction signs shall have a On roadways where on-street parking is allowed, be mounting height of 5 ft above the traveled way. work or for operations which affect traffic lanes shall 7 Temporary mounted construction sign for nighttime more than 4 in. into the 4 ft useable sidewalk width. support that is less than 7 ft in height may protrude width must be maintained. No part of the sign or 6 When signs are placed on sidewalk, a 4 ft useable shall not be less than 7 ft. 5 In urban area or on Interstate route, mounting height 4. Type A warning light required on all construction signs. be lower than the top of the advisory speed plaque. The bottom of the construction warning sign shall not 4 ft above the edge of pavement adjacent to the sign. post closest to the roadway at a height not less than another construction sign, may be mounted on the 3 An advisory speed plaque, required to be placed with or MASH crash evaluation criteria. 2. Signs, lights, and supports shall satisfy NCHRP 350 notes. 1. See Standard Drawing E 801-TCSN-07 for additional OFSIGN MOUNTING TYPICAL COMSTRUCTION SEPTEMBER 2016 60900348EDHB.REGRI ETS DI DAV UROFF RPNOSEF I A No. STATE OF ANID GI E EERNNSI ONAL /s/ David H. Boruff 06/25/15 /s/ Mark A. Miller 07/02/15Edge of PavementEdge of Pavement TEMPORARY MOUNTED CONSTRUCTION SIGN UN-CURBED ROADWAY CURBED ROADWAY Not Less Than 5'-0" Not Less Than 5'-0" Paved Shoulder Type A Light Type A Light Type A Light Type A Light 5 5 3 Not Less Than7-0"6 Paved Surface6 7 N