2025 Livonia Water Main Replacement BID PLANS 08.25.25.pdf

PDF 36 MB Posted Aug 26, 2025

Attached to: 2025 WATERMAIN REPLACEMENT (AREA 11 & SCHOOLCRAFT)
Solicitation number: RFB-082625ENGINEERING
Issued by: Wayne County, Michigan

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Written by GovTribe AI · Aug 26, 2025

These bid documents are for the City of Livonia's 2025 Water Main Replacement Project covering Sections 22 and 23, which will involve approximately 1.15 miles of water main infrastructure replacement in Wayne County, Michigan. The project will utilize multiple installation methods including trenchless technology (pipe bursting and directional drilling) and open cut installations, with key quantities including 594 feet of 8-inch HDPE water main, 4,760 feet of 12-inch HDPE water main, 746 feet of 12-inch ductile iron water main, and 35 feet of 16-inch water main. The project also includes installing 12 gate valves (8-inch and 12-inch), 1 gate valve (16-inch), and 15 fire hydrant assemblies. Electronic bid proposals will be received through the Michigan Inter-Governmental Trade Network (MITN) Purchasing Group until 2:00 P.M. on Tuesday, September 16, 2025.

The project will be funded through municipal infrastructure budget allocations, with comprehensive restoration work included alongside water main replacements. Plans and specifications will be available online through Bidnet Direct starting August 26, 2025, with no hard copies available for purchase. Bidders are required to register with Bidnet Direct for MITN and can submit written questions to Gus Kandah, Purchasing Manager, via email. The project emphasizes infrastructure modernization, focusing on water service connections, valve replacements, and using modern pipe installation techniques to minimize surface disruption. Detailed technical specifications, including pipe materials (HDPE DR-11 and ductile iron), installation methods, and restoration requirements, are comprehensively outlined in the bid documents.

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Advancing Communities

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PROJECT NO.

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SHEET NO.

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ANDREW COUSINO

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REVISIONS

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PREPARED UNDER THE SUPERVISION OF:

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%%ULOCATION MAP

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APPLICATION DATE

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PERMITS

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APPROVAL DATE

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EGLE ACT 399 PERMIT

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WAYNE COUNTY R.O.W. PERMIT R25-0018

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CITY OF LIVONIA CITY COUNCIL

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WAYNE COUNTY, MICHIGAN

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CITY OF LIVONIA

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2025 WATER MAIN REPLACEMENT SECTIONS 22 & 23 AREA 11* AND SCHOOLCRAFT

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PROJECT PLAN AREAS 11* AND SCHOOLCRAFT

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INDEX OF SHEETS

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SHEET NO.

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DESCRIPTION

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COVER SHEET

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LEGEND SHEET

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OVERALL WATER MAIN SHEETS

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NOTES & DETAILS SHEET

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CONSTRUCTION PLAN & PROFILE SHEETS

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WATER SERVICE TABLES & SANITARY LOCATES

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TRAFFIC CONTROL PLANS

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PEDESTRIAN DETOUR PLANS

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STAGING DETAILS

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CITY OF LIVONIA WATER MAIN STANDARD DETAILS

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HDPE WATER MAIN DETAILS

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CITY OF LIVONIA STANDARD PAVEMENT DETAILS

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WAYNE COUNTY STANDARD DETAILS

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CITY OF LIVONIA SESC DETAILS

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EXISTING VALVE MAPS

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*MDOT SPECIAL DETAIL

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M.D.O.T. STANDARD PLANS

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TITLE

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PLAN NO.

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CURB RAMP AND DETECTABLE WARNING DETAILS

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DRIVEWAY OPENINGS & APPROACHES AND CONCRETE SIDEWALKS

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CONCRETE CURB AND CONCRETE CURB & GUTTER

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CONCRETE PAVEMENT REPAIR

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UTILITY TRENCHES

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AutoCAD SHX Text THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE 2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, AND THE MICHIGAN DEPARTMENT OF TRANSPORTATION LOCAL AGENCY PROGRAMS GUIDELINES FOR GEOMETRICS DATED 7-24-2017.

AutoCAD SHX Text THE LOCATION OF ALL PUBLIC UTILITIES SHOWN ON THESE PLANS IS TAKEN FROM THE BEST AVAILABLE DATA. THE CITY OF LIVONIA WILL NOT BE RESPONSIBLE FOR ANY OMISSION OR VARIATION FROM THE LOCATIONS SHOWN. PURSUANT TO ACTS 173 & 174 OF THE P.A. OF 2013, AS A CONDITION OF THIS CONTRACT, NOTICE SHALL BE GIVEN TO MISS DIG PRIOR TO UNDERGROUND WORK TO BE PERFORMED IN ACCORDANCE WITH THIS CONTRACT, PHONE (800) 482-7171 (OR 811). UTILITY SERVICE CONNECTIONS ARE NOT SHOWN ON THE PLANS AND ARE NOT THE RESPONSIBILITY OF THE CITY OF LIVONIA.

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THE ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON NAVD 1988 VERTICAL DATUM.

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34000 PLYMOUTH ROAD LIVONIA, MI 48150 T: 734.522.6711

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COUNCIL MEMBERS

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MAUREEN MILLER BROSNAN

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MAYOR

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CITY COUNCIL PRESIDENT

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BRANDON MCCULLOUGH

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ROB GJONAJ DONOVIC

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LINDA SHEEL

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SCOTT MORGAN

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CITY COUNCIL VICE PRESIDENT

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MARTHA PTASHNIK

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LAURA TOY

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CARRIE BUDZINSKI

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CITY CLERK

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LORI MILLER

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TREASURER

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SUSAN M. NASH

AutoCAD SHX Text CONTRACT FOR: REPLACEMENT OF APPROXIMATELY 1.15 MILES OF WATER MAIN INSTALLED VIA TRENCHLESS TECHNOLOGY AND OPEN CUT INSTALLATIONS. INCLUDES REPLACEMENT OF GATE VALVES, FIRE HYDRANTS, AND WATER SERVICES IN SECTION 22 AND SECTION 23.

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WATER MAIN QUANTITIES

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AMOUNT

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WATER MAIN, HDPE, DR-11, 8 INCH

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594 FEET

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WATER MAIN, HDPE, DR-11, 12 INCH

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4,760 FEET

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WATER MAIN, DI, HDDS, 12 INCH

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746 FEET

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WATER MAIN, DI, 16 INCH

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35 FEET

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GATE VALVE AND WELL, 8 INCH

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12 EACH

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GATE VALVE AND WELL, 12 INCH

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12 EACH

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GATE VALVE AND WELL, 16 INCH

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1 EACH

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FIRE HYDRANT ASSEMBLY

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15 EACH

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*NOTE: ENTIRETY OF PROJECT PLAN AREA 11 IS NOT INCLUDED IN THIS PROJECT.

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PERMIT SET

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WC PERMIT RESUBMITTAL 07/28/2025

BID SET 08/14/2025

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/20 http://www.ohm-advisors.com AutoCAD SHX Text AT&T 17651 MICHIGAN AVE, RM 201 DEARBORN, MI 48126 CONTACT: ANTHONY HOOVER PHONE: 313-240-5498 EMAIL: AH1865@ATT.COM

AutoCAD SHX Text CONSUMERS ENERGY GAS DISTRIBUTION 11801 FARMINGTON RD LIVONIA MI 48150 CONTACT: CHRIS SCHNEIDER PHONE: 734-513-6277 FAX: 734-513-6266 EMERGENCY: 800-477-5050 CHRISTOPHER.SCHNEIDER@CMSENERGY.COM

AutoCAD SHX Text LOCATION AND SCOPE OF PROJECT THE PROJECT CONSISTS OF APPROXIMATELY 596 FEET OF 8", 5,506 FEET OF 12" AND 15 FEET OF 16" WATER MAIN REPLACEMENT IN PORTIONS OF SECTION 22 AND 23 OF THE CITY OF LIVONIA. THE WORK TO BE DONE UNDER THIS CONTRACT INCLUDES THE FURNISHING OF ALL MATERIALS, EQUIPMENT, AND LABOR NECESSARY TO INSTALL NEW WATER MAIN. THE WORK ALSO INCLUDES ALL NECESSARY EARTHWORK, CLEANING AND RESTORATION IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. GENERAL NOTES 1. IT IS THE INTENTION OF THESE PLANS TO CONSTRUCT ALL WORK IN ACCORDANCE WITH IT IS THE INTENTION OF THESE PLANS TO CONSTRUCT ALL WORK IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE CITY OF LIVONIA, WAYNE COUNTY AND EGLE, THE CONTRACT DOCUMENTS, AND THE PLANS REFERENCED HEREIN. WHERE THERE IS A CONFLICT BETWEEN ANY OF THE AFOREMENTIONED SPECIFICATIONS AND THE PERMIT REQUIREMENTS OF THE AGENCY CONTROLLING THE RESPECTIVE UTILITY OR RIGHTS-OF-WAY, THE MORE RESTRICTIVE SHALL GOVERN. 2. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION MEETING AT THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION MEETING AT A TIME AND PLACE ARRANGED BY THE ENGINEER IN WHICH THE AFFECTED UTILITY COMPANIES AND GOVERNMENT AGENCY REPRESENTATIVES WILL BE PRESENT. 3. AFTER A PRE-CONSTRUCTION MEETING IS HELD, THE CONTRACTOR SHALL NOTIFY OHM ADVISORS AFTER A PRE-CONSTRUCTION MEETING IS HELD, THE CONTRACTOR SHALL NOTIFY OHM ADVISORS (734) 522-6711, A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION FOR INSPECTION. NO WORK CAN COMMENCE UNTIL ALL PERMITS HAVE BEEN OBTAINED AND THE CONTRACTOR HAS BEEN GIVEN AUTHORIZATION TO PROCEED. 4. CONTRACTOR SHALL NOTIFY MISS DIG FOR EXISTING UTILITY STAKE OUT 72 HOURS IN ADVANCE CONTRACTOR SHALL NOTIFY MISS DIG FOR EXISTING UTILITY STAKE OUT 72 HOURS IN ADVANCE OF CONSTRUCTION. 5. LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. NO GUARANTEE IS EITHER EXPRESSED OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. THE CONTRACTOR SHALL BE EXCLUSIVELY RESPONSIBLE FOR DETERMINING AND VERIFYING THE LOCATION, DEPTH, AND ELEVATION OF EXISTING UTILITIES, AND PROPOSED UTILITIES CROSSING THE CONSTRUCTION AREA PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY CONFLICTS ARE APPARENT OR IF LOCATIONS AND DEPTHS DIFFER SIGNIFICANTLY FROM THE PLANS. 6. ALL ELEVATIONS REFER TO CURRENT NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). ALL ELEVATIONS REFER TO CURRENT NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88). 7. ALL PROPERTIES OR FACILITIES IN THE SURROUNDING AREAS, PUBLIC OR PRIVATE, DESTROYED ALL PROPERTIES OR FACILITIES IN THE SURROUNDING AREAS, PUBLIC OR PRIVATE, DESTROYED OR OTHERWISE DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE REPLACED OR REPAIRED TO THE SATISFACTION OF THE AUTHORITY HAVING JURISDICTION OF THE PROPERTY OR FACILITY BY THE CONTRACTOR AT THEIR OWN EXPENSE. 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY BARRICADES AND TRAFFIC THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY BARRICADES AND TRAFFIC CONTROL DEVICES REQUIRED BY WAYNE COUNTY DEPARTMENT OF PUBLIC SERVICES AND THE CITY OF LIVONIA. 9. IF, IN THE OPINION OF THE ENGINEER, WORK HAS NOT PROGRESSED IN A REASONABLE AND IF, IN THE OPINION OF THE ENGINEER, WORK HAS NOT PROGRESSED IN A REASONABLE AND TIMELY MANNER, THE ENGINEER SHALL HAVE THE RIGHT, WITH THE APPROVAL OF THE CITY OF LIVONIA, TO DIRECT THE CONTRACTOR TO PROCEED WITH THE WORK OR ANY PORTION THEREOF IMMEDIATELY. IN THE EVENT THAT THE CONTRACTOR DOES NOT PROCEED WITH THE WORK IMMEDIATELY, AS DIRECTED BY THE ENGINEER, THE ENGINEER, UNDER THE DIRECTION OF CITY OF LIVONIA, MAY ORDER ANY OR ALL OTHER OPERATIONS OF THE CONTRACTOR, UNDER THIS CONTRACT, TO CEASE UNTIL THE FINAL CLEANUP AND RESTORATION WORK IS PROCEEDING IN AN ACCEPTABLE MANNER. SHOULD THE CONTRACTOR FAIL TO COMPLY WITH THESE PROVISIONS, THE CITY OF LIVONIA MAY, WITH OR WITHOUT NOTICE, CAUSE THE REQUIRED RESTORATION AND CLEANUP TO BE DONE BY THE CITY OF LIVONIA OR OTHERS AND WILL DEDUCT THE COST OF SAID WORK FROM ANY MONEY DUE OR TO BECOME DUE THE CONTRACTOR UNDER THIS CONTRACT. THE PERFORMANCE OF SUCH WORK BY THE CITY OF LIVONIA OR OTHERS SHALL SERVE IN NO WAY TO RELEASE THE CONTRACTOR FROM HIS GENERAL OR PARTICULAR LIABILITY FOR THE SAFETY OF THE PUBLIC OR THE WORK. 10. ALL ITEMS REFERRED TO, AS "INCIDENTAL" OR "COST SHALL BE INCIDENTAL" SHALL BE ALL ITEMS REFERRED TO, AS "INCIDENTAL" OR "COST SHALL BE INCIDENTAL" SHALL BE INCLUDED IN THE UNIT PRICES LISTED IN THE CONTRACT DOCUMENTS. NO SEPARATE COSTS WILL BE ACCEPTED.

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TYPE

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GAS

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WATER/ SANITARY

AutoCAD SHX Text TRENCH DETAILS TRENCH DETAILS LISTED IN THE PROFILE AND PAY ITEMS REFER TO MDOT STANDARD PLAN R-83-C. THESE DETAILS ARE INTENDED TO APPLY FOR TRENCH BACKFILL LOCATED 1' ABOVE THE TOP OF THE PIPE. PIPE BEDDING AND HAUNCHING SHALL BE PER THE PIPE MANUFACTURER'S SPECIFICATIONS.

AutoCAD SHX Text PIPE MATERIALS ALL WATER MAIN PIPING SHALL BE IN ACCORDANCE WITH THE CITY OF LIVONIA STANDARDS AND AS SPECIFIED HEREIN. HIGH DENSITY POLYETHYLENE (HDPE) SHALL BE DR-11 AND DUCTILE IRON SHALL BE CLASS 54 MEETING AWWA STANDARDS.

AutoCAD SHX Text STORM STRUCTURES ALL CATCH BASINS, INLETS AND CASTINGS SHALL BE PER THE CITY OF LIVONIA STANDARD STORM SEWER DETAILS.

AutoCAD SHX Text EROSION AND SEDIMENTATION CONTROL NOTES 1. CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE SOIL EROSION AND SEDIMENTATION CONTROL ACT OF THE STATE OF MICHIGAN, PART 91 OF ACT 451, OF THE PUBLIC ACTS OF 1994. 2. THE CONTRACTOR SHALL CONDUCT OPERATIONS IN A MANNER THAT WILL REDUCE ACCELERATED THE CONTRACTOR SHALL CONDUCT OPERATIONS IN A MANNER THAT WILL REDUCE ACCELERATED EROSION TO THE PRACTICAL MINIMUM AND PREVENT DAMAGING SILTATION TO EXISTING SEWERS AND WATER COURSES LEADING FROM THE WORK SITE. 3. THE CONTRACTOR SHALL CONDUCT WORK IN SUCH A MANNER AS TO PREVENT THE ENTRY OF THE CONTRACTOR SHALL CONDUCT WORK IN SUCH A MANNER AS TO PREVENT THE ENTRY OF FUELS, OILS, BITUMINOUS MATERIALS, CHEMICALS, SEWERAGE OR OTHER HARMFUL MATERIALS INTO NEARBY LAKES AND STREAMS. 4. WASTE DISPOSAL AREAS SHALL BE SELECTED BY THE CONTRACTOR WITH FULL CONSIDERATION OF WASTE DISPOSAL AREAS SHALL BE SELECTED BY THE CONTRACTOR WITH FULL CONSIDERATION OF EROSION AND SEDIMENT CONTROL, SELECTION OF DISPOSAL SITE, AND CONTROL OF OPERATIONS, AND THE RESTORATION OF SAID AREAS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. 5. EXCAVATION FROM THE RIGHT-OF-WAY, CHANNELS, OR OTHER MATERIAL SHALL NOT BE DEPOSITED EXCAVATION FROM THE RIGHT-OF-WAY, CHANNELS, OR OTHER MATERIAL SHALL NOT BE DEPOSITED IN OR NEAR RIVERS, STREAMS OR PONDS WHERE IT MAY ENTER THE WATERWAY. 6. AT THE COMPLETION OF EACH DAY'S CONSTRUCTION, CARE SHALL BE TAKEN TO ENSURE THAT AT THE COMPLETION OF EACH DAY'S CONSTRUCTION, CARE SHALL BE TAKEN TO ENSURE THAT MINIMAL EROSION WILL OCCUR IN TRENCHES AND TO STOCKPILED MATERIALS UNTIL RESUMPTION OF WORK 7. CONTRACTOR SHALL CONFINE OPERATIONS TO THE MINIMUM AMOUNT OF WORKING SPACE CONTRACTOR SHALL CONFINE OPERATIONS TO THE MINIMUM AMOUNT OF WORKING SPACE PRACTICAL TO MINIMIZE SOIL EROSION. 8. THE PROJECT WILL BE CONTINUALLY INSPECTED BY THE ENGINEER FOR EROSION CONTROL THE PROJECT WILL BE CONTINUALLY INSPECTED BY THE ENGINEER FOR EROSION CONTROL COMPLIANCE. DEFICIENCIES WILL BE CORRECTED BY THE CONTRACTOR IMMEDIATELY UPON NOTICE OF SUCH DEFICIENCIES. FAILURE TO CORRECT THE DEFICIENCIES MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER AND THERE WILL BE NO CONTRACT TIME EXTENSION GRANTED FOR THIS TYPE OF STOPPAGE. 9. TEMPORARY SOIL EROSION CONTROL MEASURES CONSISTING OF SILT FENCE, MULCHING, AND TEMPORARY SOIL EROSION CONTROL MEASURES CONSISTING OF SILT FENCE, MULCHING, AND TARPING SHALL BE IMPLEMENTED THROUGHOUT THE ENTIRE CONSTRUCTION PHASE OF THE PROJECT, AND SHALL BE REMOVED BY THE CONTRACTOR AFTER THE PERMANENT SOIL EROSION MEASURES HAVE BEEN COMPLETED. 10. PERMANENT SOIL EROSION MEASURES CONSISTING OF THE MIXTURE SEED AND MULCH BLANKET PERMANENT SOIL EROSION MEASURES CONSISTING OF THE MIXTURE SEED AND MULCH BLANKET SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS OF FINAL GRADING. IN THE EVENT IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE THE AREA DUE TO SITE CONDITIONS AND/OR SEASONAL LIMITATIONS, THE TEMPORARY MEASURES SHALL REMAIN IN FORCE AND SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS IT IS PRACTICAL TO COMPLETE THE PERMANENT SOIL EROSION CONTROL MEASURES. 11. THE ENGINEER SHALL HAVE FULL AUTHORITY TO TEMPORARILY SUSPEND WORK IN THE EVENT THAT THE ENGINEER SHALL HAVE FULL AUTHORITY TO TEMPORARILY SUSPEND WORK IN THE EVENT THAT ANY OF THE ABOVE REQUIREMENTS ARE NOT BEING MET BY THE CONTRACTOR, OR IF CONDITIONS INDICATE THAT ADDITIONAL TEMPORARY CONTROL MEASURES ARE WARRANTED, IN THE OPINION OF THE ENGINEER. 12. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL INSTALL INLET FILTERS AT ALL INLETS IN PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL INSTALL INLET FILTERS AT ALL INLETS IN THE CONSTRUCTION AREA FOR THAT PARTICULAR PHASE OF WORK. 13. SOIL EROSION MEASURES SHALL BE REMOVED FROM EACH SITE UPON COMPLETION OF THE WORK SOIL EROSION MEASURES SHALL BE REMOVED FROM EACH SITE UPON COMPLETION OF THE WORK AND PRIOR TO ADVANCING TO THE NEXT PHASE OF THE PROJECT. 14. ALL NON-PAVED DISTURBED AREAS SHALL BE RESTORED AS SHOWN ON THE PLANS. IF NOT ALL NON-PAVED DISTURBED AREAS SHALL BE RESTORED AS SHOWN ON THE PLANS. IF NOT SPECIFICALLY STATED ON THE PLANS, RESTORATION SHALL CONSIST OF 3 INCHES OF TOPSOIL, FERTILIZER, SEED AND MULCH. UNLESS OTHERWISE STATED, ALL DISTURBED AREAS SHALL BE SEEDED WITH THE SEED SPECIFIED IN THE SPECIFICATIONS.

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FIRE

AutoCAD SHX Text UTILITY NOTES 1. FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 173 & FOR PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 173 & 174 OF 2013, THE CONTRACTOR SHALL DIAL 1-800-482-7171 A MINIMUM OF THREE (3) FULL WORKING DAYS, EXCLUDING SATURDAYS, SUNDAYS AND HOLIDAYS, PRIOR TO BEGINNING EACH EXCAVATION IN AREAS WHERE PUBLIC UTILITIES HAVE NOT BEEN PREVIOUSLY LOCATED. MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" ALERT SYSTEM. UTILITY LOCATIONS SHOWN ON THE PLANS ARE ONLY APPROXIMATE AND SHOULD BE LOCATED IN THE FIELD BEFORE EXCAVATING IN THE AREA. 2. CONCRETE CRADLES WILL BE USED WHEN VERTICAL CLEARANCE IS LESS THAN 18” OR AS CONCRETE CRADLES WILL BE USED WHEN VERTICAL CLEARANCE IS LESS THAN 18” OR AS OR AS DIRECTED BY THE ENGINEER. CRADLES WILL BE INSTALLED ON BOTH SIDES OF THE UTILITY ABOVE TO PREVENT BEARING ON THE LOWER UTILITY. 3. SUPPLEMENTAL INSULATION WILL BE INSTALLED FOR WATER MAIN IN AREAS WITH LESS THAN 5 SUPPLEMENTAL INSULATION WILL BE INSTALLED FOR WATER MAIN IN AREAS WITH LESS THAN 5 FOOT OF COVER TO PROTECT THE WATER MAIN FROM FREEZING. 4. MJ ADAPTERS AND THRUST ANCHORS SHALL BE USED TO RESTRAIN HDPE PIPE WHEN MJ ADAPTERS AND THRUST ANCHORS SHALL BE USED TO RESTRAIN HDPE PIPE WHEN TRANSITIONING TO OTHER PIPE MATERIALS. 5. WATER SERVICES SHALL NOT BE RECONNECTED TO LEAD OR GALVANIZED PIPING. THE FIELD WATER SERVICES SHALL NOT BE RECONNECTED TO LEAD OR GALVANIZED PIPING. THE FIELD OBSERVER SHALL BE NOTIFIED WHEN EXISTING GALVANIZED OR LEAD SERVICES ARE DETECTED.

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INFORMATION

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UTILITIES

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ELECTRIC

AutoCAD SHX Text CITY OF LIVONIA DEPT. OF PUBLIC WORKS 12973 FARMINGTON ROAD LIVONIA, MI 48150-4202 CONTACT: JOEY SHUETZ PHONE: 734-466-2614 EMAIL: JSCHUETZ@LIVONIA.GOV

AutoCAD SHX Text DETROIT EDISON 8001 HAGGERTY SOUTH BELLEVILLE, MI 48111 CONTACT: TRACIE DUNCAN PHONE: 734-394-8662 EMAIL: TRACIE.DUNCAN@DTEENERGY.COM

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CABLE

AutoCAD SHX Text BRIGHT HOUSE 31889 INDUSTRIAL ROAD LIVONIA, MI 48150 CONTACT: DAVID A BUJAK PHONE: 734-402-8488 EMAIL: davidbujak@charter.com

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WATER/ SANITARY

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INFORMATION

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TELEPHONE

AutoCAD SHX Text AT&T (R.O.W. / CONST CONCERNS) 1700 CICOTTE AVENUE, RM 111 LINCOLN PARK, MI 48146 CONTACT: MARC GOODELL PHONE: 313-405-0574 EMAIL: MG6557@ATT.COM

AutoCAD SHX Text CITY OF LIVONIA FIRE DEPARTMENT DISPATCH FOR FIRE/POLICE 14190 FARMINGTON ROAD LIVONIA, MI 48154 CONTACT: ROBERT JENNISON, FIRE CHIEF PHONE: 734-466-2441 AFTER 5:00PM: 734-466-2470

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FIRE

AutoCAD SHX Text WAYNE COUNTY DPS 33809 MICHIGAN AVE WAYNE MI 48184 CONTACT: HIKMAT KASSEM, P.E. ASSISTANT PERMIT ENGINEER PHONE: 734-595-6504 EXT. 2038 FAX: 734-595-6356 EMAIL: HKASSEM@WAYNECOUNTY.COM

AutoCAD SHX Text WOW 32650 N AVIS DRIVE MADISON HEIGHTS, MI 48071 CONTACT: BRUCE ROACH - FIELD CONTACT PHONE: 586-453-3553 FAX: 248-677-9021 EMAIL: BRUCE.ROACH@WOWINC.COM

AutoCAD SHX Text CHARTER COMMUNICATIONS 14525 FARMINGTON ROAD LIVONIA, MI 48154 CONTACT: ERIC LEWIS EMAIL: ERIC.LEWIS1@CHARTER.COM

AutoCAD SHX Text SUNOCO PIPELINE 7155 INKSTER ROAD TAYLOR, MI 48180 CONTACT: JASON ADAMS PHONE: 313-969-9478 CELL: 313-319-9645 EMAIL: JASON.ADAMS@ENERGYTRANSFER.COM

AutoCAD SHX Text WAYNE COUNTY TRAFFIC SIGNALS DIVISION OF ROADS 29900 GODDARD ROAD DETROIT MI 48242 CONTACT: ERIC LENTZ, P.E. TRAFFIC OPERATIONS SECTION PHONE: 734-955-2161 FAX: 734-955-2338 EMAIL: ELENTZ@WAYNECOUNTY.COM

AutoCAD SHX Text

TRAFFIC

AutoCAD SHX Text

COUNTY

AutoCAD SHX Text MDOT TAYLOR TSC 6510 TELEGRAPH ROAD TAYLOR MI 48180 CONTACT: ANDREA L. JONES UTILITY AND PERMIT TECHNICIAN PHONE: 313-375-2402 FAX: 313-295-0822 EMAIL: JONESAN@MICHIGAN.GOV

AutoCAD SHX Text

MDOT

AutoCAD SHX Text

STREETLIGHT (NOT OUTAGES) CONTACT: STEPHANIE SHARLOW PHONE: 734-397-4091

AutoCAD SHX Text VERIZON WIRELESS 24242 NORTHWESTERN HWY SOUTHFIELD MI 48075 CONTACT: DAVID HASLINGER UPHONE: 248-672-9698 EMAIL: DAVID.HASLINGER@VERIZONWIRELESS.COM

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

HMA, 36A (TOP), 2"

AutoCAD SHX Text

AGGREGATE BASE, 6 INCH, MODIFIED

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

CONC PAVT, NONREINF, 9 INCH

AutoCAD SHX Text

RESIDENTIAL ASPHALT PAVING DETAIL (WARNER, HILLCREST)

AutoCAD SHX Text

HMA, 13A (LEVELING), 2"

AutoCAD SHX Text

AGGREGATE BASE, 8 INCH, MODIFIED

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

HMA, 13A (LEVELING), 1.5"

AutoCAD SHX Text PAVEMENT NOTES: 1. DEWATER AREA BEFORE CONSTRUCTION AND UNTIL CONCRETE CURES. DEWATER AREA BEFORE CONSTRUCTION AND UNTIL CONCRETE CURES. 2. ALL CONSTRUCTION AND MATERIALS TO MDOT SPECIFICATIONS, UNLESS ALL CONSTRUCTION AND MATERIALS TO MDOT SPECIFICATIONS, UNLESS DIRECTED BY CITY ENGINEER.

AutoCAD SHX Text

BOND COAT AT 0.05 TO GAL/SYD BETWEEN EACH LIFT

AutoCAD SHX Text

AND OVER EXISTING PAVEMENT

AutoCAD SHX Text

%%UCITY OF LIVONIA STORM SEWER DETAIL

AutoCAD SHX Text

%%UMISCELLANEOUS QUANTITIES

AutoCAD SHX Text THE FOLLOWING ITEMS OF WORK SHALL BE DONE AS THEY APPLY THROUGHOUT THE PROJECT AS DIRECTED BY THE ENGINEER. THESE ITEMS MAY OR MAY NOT BE DETAILED OR INCLUDED ON THE PLAN AND PROFILE SHEETS. THESE MAY VARY BASED ON FIELD CONDITIONS:

AutoCAD SHX Text

AGGREGATE BASE, 8 INCH, MODIFIED

AutoCAD SHX Text

DRIVEWAY, NONREINF CONC, 6 INCH

AutoCAD SHX Text

%%URESIDENTIAL CONCRETE DRIVE APPROACH

AutoCAD SHX Text

%%UCOMMERCIAL CONCRETE DRIVE APPROACH

AutoCAD SHX Text

ASPHALT DRIVE APPROACH

AutoCAD SHX Text

HMA, 36A (TOP), 1.5"

AutoCAD SHX Text

AGGREGATE BASE, 6 INCH, MODIFIED

AutoCAD SHX Text

%%UTYPICAL CONCRETE SIDEWALK CROSS-SECTION

AutoCAD SHX Text SIDEWALK THICKNESS NOTE: CONCRETE SIDEWALK WILL BE INSTALLED AT 4 INCHES IN THICKNESS FOR ALL AREAS, EXCEPT AT ADA RAMPS, THOSE AREAS WILL BE INSTALLED AT 6 INCHES IN THICKNESS.

AutoCAD SHX Text

AGGREGATE BASE, 8 INCH, MODIFIED

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

CONC PAVT WITH OR WITHOUT INTEGRAL CURB, NONREINF, 13 INCH

AutoCAD SHX Text

%%UWAYNE COUNTY R.O.W. PAVEMENT DETAIL

AutoCAD SHX Text

HMA, 5EMH, 2" (ONE LIFT)

AutoCAD SHX Text

NOTE: MERRIMAN ROAD WILL NEED TO BE PAVED PER WAYNE COUNTY PERMIT REQUIREMENTS

AutoCAD SHX Text

NOTE: DETECTABLE WARNING SURFACE COLOR FOR ALL RAMPS SHALL BE BRICK RED.

AutoCAD SHX Text

AGGREGATE BASE, 8 INCH, MODIFIED

AutoCAD SHX Text

EXISTING SUITABLE SUBBASE

AutoCAD SHX Text

CONC PAVT WITH INTEGRAL CURB, NONREINF, 7 INCH

AutoCAD SHX Text

%%URESIDENTIAL CONCRETE PAVING DETAIL

AutoCAD SHX Text

(TO BE PAID FOR AS HMA, 13A)

Know what's below.

before you dig.Call

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######Value##

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Sheets and Views

1 230230COV - OHM

2 230230LEG - LEG

3 SECTIONS 22 & 23

4 SECTIONS 22 & 23

5 230230DET_NOT - NOTES

6 POB to STA 8+00

7 STA 8+00 to STA 15+00

8 STA 15+00 to STA 22+00

9 STA 22+00 to POE

10 POB to STA 68+50

11 STA 68+50 TO STA 76+50

12 STA 76+50 to STA 84+50

13 STA 84+50 to POE

14 MERRIMAN, LYNDON & SCHOOLCRAFT SIDE STREET

15 ALL PROJECT AREAS

16 MERRIMAN ROAD

17 MERRIMAN ROAD

18 SCHOOLCRAFT ROAD

19 SCHOOLCRAFT ROAD

20 SCHOOLCRAFT ROAD DETOUR

21 PEDESTRIAN DETOUR

22 STAGING DETAILS

23 STAGING DETAILS

24 STAGING DETAILS

25 TRACER WIRE DETAILS

26 230230DET_LIV_WM - WM DET 1

27 230230DET_LIV_WM - WM DET 2

28 230230DET_HDPE - HDPE DETAILS

29 230230DET_PVMT - PVT1

30 230230DET_PVMT - PVT2

31 230230DET_PVMT - PVT3

32 230230DET_WC - WC_1

33 230230DET_WC - WC_2

34 230230DET_SESC - SESC DETAILS

35 230230SHUTOFFMAP - EXVALVEMAP_1

36 230230SHUTOFFMAP - EXVALVEMAP_2

37 230230SHUTOFFMAP - EXVALVEMAP_3

File details come from the government source that posted it. Updated Aug 26, 2025.