472-23439.IND - Plans.pdf

PDF 6 MB Posted Jan 23, 2025

Attached to: 472/23439. IND; Baraga CF - UST Removal & Replacement
Solicitation number: RFQ 171 250000000120 2
Issued by: Arenac County, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This is a project plans document for the State of Michigan Department of Technology, Management & Budget (DTMB) in conjunction with the Michigan Department of Corrections (MDOC) for underground storage tank removal and replacement at the Baraga Correctional Facility in Baraga County, Michigan. The project involves the removal of an existing fuel tank and installation of replacement tanks and associated infrastructure. The work includes demolition of existing equipment such as fuel pumps, dispensers, monitoring equipment, and concrete slabs; excavation and proper disposal of contaminated soils if encountered; installation of new double-walled fuel tanks with safety containment systems; construction of concrete pads and fuel dispensing islands; installation of electrical conduits, wiring, and control systems; and site restoration including grading, seeding, and turf establishment. The project is divided into two primary work areas: Area 1 encompasses the removal of an existing fuel tank and associated infrastructure, while Area 2 involves installation of new proposed tanks and fuel dispensing systems. Project documentation was issued for bidding on June 12, 2024, with the bid set designation M12-04131.

The contractor is responsible for multiple critical compliance and safety requirements including submission of LARA BFS intent for underground storage tank removal and closure 30 days prior to tank removal; location and marking of all existing utilities using ground penetrating radar prior to beginning work; use of hydro-excavation within six feet of underground obstacles; immediate reporting of any utility damage; compliance with all federal, state, and local codes regarding noise, vibrations, and hours of operation; and establishment of erosion control measures per DTMB specifications. All utility materials and installation methods must comply with individual utility provider standards and current MDOT specifications. The contractor bears responsibility for all utility company costs and fees, utility disinfection and testing, and restoration of all disturbed areas to original or better condition, with restoration work outside designated limits performed at no additional cost to the owner. Soil on site consists of Richter variant very fine sandy loam, somewhat poorly drained, with the nearest body of water being an unnamed intermittent stream approximately 550 feet north of the facility.

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Other files

File	Type	Posted
472-23439.IND - Specifications.pdf	PDF	Jan 23, 2025
472-23439.IND - Project Advertisment.pdf	PDF	Jan 23, 2025
Prevailing Wages 241213 Baraga County 23439.pdf	PDF	Jan 23, 2025
Addendum No. 1 23439 1-23-25.pdf	PDF	Jan 23, 2025
LEIN Request 23439.pdf	PDF	Jan 23, 2025

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FILE NO.: 472/ 23439.IND

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PROJECT LOCATION

BARAGA COUNTY

SECTION 1 T50N, R34W

PROJECT LOCATION

BARAGA COUNTY

MICHIGAN DEPT. OF TECHNOLOGY, MANAGEMENT & BUDGET

BARAGA CORRECTIONAL FACILITY UNDERGROUND

BARAGA COUNTY, MICHIGAN

FILE NO.: 472/23439.IND

STORAGE TANK REMOVAL AND REPLACEMENT

BARAGA COUNTY ROAD VICINITY MAP

UTILITY COORDINATION:

SHEET INDEX

SHEET

NUMBER Sheet Title

G001 COVER

C001 GENERAL NOTES

C101 SITE MAP

C102 EXISTING-DEMO SITE PLAN AREA 1

C103 EXISTING-DEMO SITE PLAN AREA 2

C104 PROPOSED SITE PLAN AREA 1

C105 PROPOSED SITE PLAN AREA 2

C501 DETAILS

C502 DETAILS

E101 ELECTRICAL OVERVIEW

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

PERMITTING

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L'ANSE BAY

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SIXMILE CREEK POND

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KELLY LAKE

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MARK MATTILA (MDOC): 906-275-5125

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COREY DALY (MDOC): 517-927-3326

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INDUMATHY JAYAMANI (DTMB): 517-582-1089

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MICHIGAN DEPARTMENT OF CORRECTIONS

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GRANDVIEW PLAZA

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206 E. MICHIGAN AVE.

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LANNSING, MI 48909

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U.P. ENGINEERS & ARCHITECTS

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100 PORTAGE STREET

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HOUGHTON, MI 49931

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PROJECT CONTACT:

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PROJECT CONTACTS:

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GREG PUTMAN, PM (UPEA): 906-315-1323

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DANIELLE NEWMAN (DTMB): 517-331-5369

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NO SCALE

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THE FOLLOWING UTILITIES ARE LOCATED IN OR NEAR THE RIGHT

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34 EAST U. S. 41

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SEMCO ENERGIES

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NEGAUNEE, MICHIGAN 49866

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VILLAGE OF BARAGA

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100 HEMLOCK STREET

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211 EAST B STREET

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(906) 779-2744

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CHARTER COMMUNICATIONS

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115 EAST MCLEOD AVENUE

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BARAGA, MICHIGAN 49908

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AT&T

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VILLAGE OF BARAGA

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100 HEMLOCK ST.

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IRONWOOD, MICHIGAN 49938

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%%UGAS:

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%%UWATER, SANITARY AND STORM SEWERS

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%%UTELEPHONE:

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%%UELECTRICITY:

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%%UCATV:

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(906) 475-6083

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(906) 353-6237

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CONTACT: MARSHA BERTOLDI

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BARAGA, MICHIGAN 49908

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(906) 553-7867

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IRON MOUNTAIN, MICHIGAN 49801

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CONTACT: JEFF JACKOVICH

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CONTACT: GERARD LINDEMANN, DPW DIRECTOR

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(906) 353-6237

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CONTACT: JEFFERY GREGG

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OF WAY OF THE PROPOSED PROJECT.

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204 STATE STREET

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(906) 353-6644

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BARAGA TELEPHONE

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CONTACT: JON FRENCH

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BARAGA, MICHIGAN 49908

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(906) 235-9623 (CELL)

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AutoCAD SHX Text UTILITIES ONSITE ARE ALL PRIVATELY OWNED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND MARK ALL UTILITIES IN AND AROUND THE CONSTRUCTION AREA USING GROUND PENETRATING RADAR (GPR) PRIOR TO BEGINNING ANY WORK. SEE C001 GENERAL UTILITY NOTES FOR FURTHER INFORMATION.

AutoCAD SHX Text CONTRACTOR IS RESPONSIBLE FOR SUBMITTING LARA BFS INTENT OF UST REMOVAL/CLOSURE, 30 DAYS PRIOR TO TANK REMOVAL. OWNER/ENGINEER ARE RESPONSIBLE FOR LARA BFS SITE ASSESSMENT AND CLOSURE. CONTRACTOR IS RESPONSIBLE FOR ALL OTHER NECESSARY PERMITS.

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GENERAL UTILITY NOTESGENERAL NOTES

GENERAL GRADING NOTES

SOIL EROSION AND SEDIMENTATION CONTROL

STANDARD PLANS

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PERMANENT SEEDING

AutoCAD SHX Text Stabilization method utilized on sites where earth change has been completed (final grading attained).

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SILT FENCE

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MULCH

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S-E-S-C KEYING SYSTEM

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B = BIOENGINEERING

AutoCAD SHX Text : 1. SEE ELECTRICAL PLANS FOR EXACT CONNECTIONS TO PROPOSED BUILDING UTILITIES. SEE ELECTRICAL PLANS FOR EXACT CONNECTIONS TO PROPOSED BUILDING UTILITIES. 2. EXISTING UTILITIES SHOWN HEREIN THIS PLAN SET ARE FOR REPRESENTATION PURPOSES ONLY, EXISTING UTILITIES SHOWN HEREIN THIS PLAN SET ARE FOR REPRESENTATION PURPOSES ONLY, CONTRACTOR TO FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO NOTIFY OWNER AND ENGINEER OF ANY MAJOR DISCREPANCIES FOUND DURING VERIFICATION. 3. ALL UTILITIES ARE PRIVATELY OWNED SO CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL ALL UTILITIES ARE PRIVATELY OWNED SO CONTRACTOR IS RESPONSIBLE FOR LOCATING AND MARKING ALL UNDERGROUND UTILITIES, WIRES, CABLES, FIBER OPTIC, TUNNELS, STRUCTURES, ETC. IN AND AROUND THE CONSTRUCTION AREA WITH GROUND PENETRATING RADAR (GPR) BEFORE BEGINNING ANY WORK. 4. CONTRACTOR SHALL USE HYDRO-EXCAVATION IN ANY LOCATION WHERE GROUND MUST BE DISTURBED CONTRACTOR SHALL USE HYDRO-EXCAVATION IN ANY LOCATION WHERE GROUND MUST BE DISTURBED WITHIN 6 FEET OF AN UNDERGROUND OBSTACLE AS MENTIONED ABOVE. 5. ANY DAMAGE TO AN UNDERGROUND UTILITY, WIRE, CABLE, FIBER OPTIC, OR UNDERGROUND STRUCTURE OF ANY DAMAGE TO AN UNDERGROUND UTILITY, WIRE, CABLE, FIBER OPTIC, OR UNDERGROUND STRUCTURE OF ANY KIND MUST BE REPORTED IMMEDIATELY TO FACILITY STAFF AND A PLAN OF ACTION MADE TO REPAIR THE DAMAGE IMMEDIATELY. ANY WIRE, CABLE, OR FIBEROPTIC LINE THAT HAS BEEN DAMAGED BY THE CONTRACTOR/PROFESSIONAL, MUST BE REPLACED IN WHOLE. A SPLICE IS NOT AN ACCEPTABLE MEANS FOR REPAIR. 6. DAMAGE TO EXISTING UTILITIES OUTSIDE THE SCOPE OF THAT SHOWN HERE IN THIS PLAN SET ARE THE DAMAGE TO EXISTING UTILITIES OUTSIDE THE SCOPE OF THAT SHOWN HERE IN THIS PLAN SET ARE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIR OF SUCH SHALL NOT ADD ADDITIONAL COST TO THE CONTRACT. 7. COSTS AND FEES CHARGED BY UTILITY COMPANIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND COSTS AND FEES CHARGED BY UTILITY COMPANIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE MADE A PART OF THE LUMP SUM CONTRACT.. 8. UTILITY DISINFECTION AND OTHER TESTING AS REQUIRED BY GOVERNING CODE REQUIREMENTS IS THE UTILITY DISINFECTION AND OTHER TESTING AS REQUIRED BY GOVERNING CODE REQUIREMENTS IS THE RESPONSIBILITY OF THE CONTRACTOR. 9. UTILITY MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH EACH UTILITY PROVIDERS UTILITY MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH EACH UTILITY PROVIDERS STANDARD REQUIREMENTS. 10. IF NOT OTHERWISE STATED IN THE DRAWING OR SPECIFICATIONS, ALL UTILITIES SHALL BE INSTALLED PER IF NOT OTHERWISE STATED IN THE DRAWING OR SPECIFICATIONS, ALL UTILITIES SHALL BE INSTALLED PER CURRENT MDOT STANDARD DETAILS AND SPECIFICATIONS OR THAT OF THE STANDARD MUNICIPALITY SPECIFICATIONS.

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1. ALL MATERIALS AND WORKMANSHIP REFERENCED TO MDOT SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE ALL MATERIALS AND WORKMANSHIP REFERENCED TO MDOT SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION - CURRENT STANDARD SPECIFICATIONS FOR CONSTRUCTION, UNLESS OTHERWISE INDICATED.. 2. THE LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED THROUGH FIELD THE LOCATION, SIZE AND ELEVATION OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED THROUGH FIELD OBSERVATIONS OR FROM EXISTING PLANS. THIS INFORMATION IS NOT GUARANTEED AND THE CONTRACTOR MUST DETERMINE FOR THEMSELVES THE ACCURATE LOCATION OF ALL UTILITIES, PRIOR TO CONSTRUCTION, INCLUDING BUT NOT LIMITED TO WATER, SANITARY & STORM SEWER, GAS, ELECTRIC, TELEPHONE AND CABLE TV. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING DEPTHS OF EXISTING UTILITIES ALONG EACH SECTION OF THE PROPOSED IMPROVEMENTS, PRIOR TO THE INSTALLATION OF EACH PIPE RUN OR IMPROVEMENT AREA. THE CONTRACTOR SHALL MAKE ALLOWANCES FOR WORKING AROUND AND/OR REPAIRING ALL SUCH UTILITIES. 3. CONTRACTOR SHALL COORDINATE WORK OF THIS CONTRACT WITH OTHER UTILITY COMPANIES' UTILITY LOCATIONS. CONTRACTOR SHALL COORDINATE WORK OF THIS CONTRACT WITH OTHER UTILITY COMPANIES' UTILITY LOCATIONS. ANY UTILITY RELOCATIONS REQUIRED FOR CONSTRUCTION OF THIS PROJECT SHALL BE INCIDENTAL TO THE COST OF THE PROJECT. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY TO BRACE UTILITY POLES AS NECESSARY TO INSTALL THE PROPOSED UTILITIES. THE COST TO BRACE SUCH POLES SHALL BE INCIDENTAL TO THE COST OF THE PROJECT. 4. ALL SURVEYING MONUMENTS AND PROPERTY CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A ALL SURVEYING MONUMENTS AND PROPERTY CORNERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, INCIDENTAL TO THE PRICE OF THE CONSTRUCTION. 5. THE CONDITIONS OF ALL PERMITS SHALL BE STRICTLY ADHERED TO. THE CONTRACTOR SHALL FULLY INFORM THE CONDITIONS OF ALL PERMITS SHALL BE STRICTLY ADHERED TO. THE CONTRACTOR SHALL FULLY INFORM THEMSELVES OF ALL PERMIT REQUIREMENTS PRIOR TO BIDDING AND CONSTRUCTING THE WORK. 6. ANY INFORMATION PROVIDED ON THE PLANS REGARDING SUB-SURFACE SOIL CONDITIONS ARE PROVIDED FOR THE ANY INFORMATION PROVIDED ON THE PLANS REGARDING SUB-SURFACE SOIL CONDITIONS ARE PROVIDED FOR THE GENERAL INFORMATION OF THE BIDDING CONTRACTOR AND ARE NOT INTENDED TO MAKE REPRESENTATION OF THE TYPE OR ELEVATION OF ANY SUBSURFACE CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE TO VISIT THE SITE AND BASE THEIR BID ON THEIR OWN PERSONAL OBSERVATIONS AND/OR INVESTIGATIONS. 7. ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION ALL AREAS DISTURBED BY THE PROPOSED CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION BY THE CONTRACTOR AS INCLUDED IN THE OVERALL WORK. RESTORATION WILL ONLY BE PAID FOR WITHIN THE LIMITS AS SHOWN ON THESE PLANS AND PLAN DETAILS. AREAS DISTURBED BY THE CONTRACTOR OUTSIDE OF THE PAY LIMITS SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. ANY RESTORATION REQUIRED AT ANY LOCATION OUTSIDE THE LIMITS OF THE WORK AS SHOWN ON THE PLANS, THROUGHOUT THE ENTIRE PROJECT, WILL BE AT THE EXPENSE OF THE CONTRACTOR. 8. THE LIMITS OF ASPHALT RESTORATION/REPLACEMENT ARE SHOWN ON THE PLANS. ANY AREAS DISTURBED OUTSIDE THE LIMITS OF ASPHALT RESTORATION/REPLACEMENT ARE SHOWN ON THE PLANS. ANY AREAS DISTURBED OUTSIDE OF THESE LIMITS SHOWN, WHICH REQUIRE REPLACEMENT DUE TO CONSTRUCTION OPERATIONS, SHALL BE AT THE EXPENSE OF THE CONTRACTOR. ALL ASPHALT AND BASE REPLACEMENT SHALL BE PERFORMED ACCORDING TO THE SPECIFICATIONS. 9. CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ALL TREES, STUMPS, BRUSH, ROOTS, VEGETATION, CONTRACTOR SHALL PROPERLY REMOVE AND DISPOSE OF ALL TREES, STUMPS, BRUSH, ROOTS, VEGETATION, PAVEMENT AND OTHER SURFACES, AS SPECIFIED AND REQUIRED, TO INSTALL THE PROPOSED WORK ITEMS. THESE REMOVAL ITEMS SHALL BE INCLUDED IN THE COST OF CONSTRUCTION UNLESS SPECIFIC PAY ITEMS ARE IDENTIFIED. CONTRACTOR SHALL COORDINATE WITH LOCAL MUNICIPALITY FOR A DISPOSAL LOCATION OF EXCESS FILL DIRT AND OTHER NON-SALVAGEABLE MATERIALS. 10. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT INCLUDING THE CURRENT MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION. 11. IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS, PLANS, AND SPECIFICATIONS, THE IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS, PLANS, AND SPECIFICATIONS, THE STRICTEST PROVISION SHALL GOVERN. 12. THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, THE CONTRACTOR SHALL CONDUCT THEIR OPERATIONS IN SUCH A MANNER AS TO COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS, HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED TO COMPLY WITH THE CONTRACT DOCUMENTS. 13. COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE PROPOSAL. 14. THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED FROM THE UTILITY OWNERS. THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES. 15. ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

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1. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM BUILDINGS. FINAL GRADING SHALL PROVIDE POSITIVE DRAINAGE ACROSS THE ENTIRE SITE AWAY FROM BUILDINGS. 2. GRADES ADJACENT TO BUILDING FOOTPRINT SHALL BE AT LEAST 4" BELOW F.F.E.; EXCEPT FOR ENTRANCE GRADES ADJACENT TO BUILDING FOOTPRINT SHALL BE AT LEAST 4" BELOW F.F.E.; EXCEPT FOR ENTRANCE SIDEWALKS AND PAVEMENTS. 3. SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, HMA, TOPSOIL, DESIGNATED TREES, SHRUBS, GRASSES SITE CLEARING SHALL INCLUDE SURFACE DEBRIS, HMA, TOPSOIL, DESIGNATED TREES, SHRUBS, GRASSES AND OTHER PLANT LIFE, AND ABANDONED UTILITIES INDICATED ON THE DRAWINGS OR TO THE LIMITS REQUIRED TO PERFORM WORK IN CONTRACT. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF WASTE MATERIALS FROM THE SITE. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS, BENCH MARKS OR EXISTING STRUCTURES FROM DAMAGE OR DISPLACEMENT. 4. CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR CONTRACTOR TO GRADE THE SITE ACCORDING TO SITE PLAN. IN THE ABSENCE OF A PLAN, CONTRACTOR TO GRADE SITE SO NEW GRADES BLEND GENTLY INTO EXISTING GRADES. CONTRACTOR TO SLOPE GRADE AWAY FROM BUILDINGS MINIMUM OF 2 INCHES IN 10 FEET. MAINTAIN OPTIMUM MOISTURE CONTENT OF MATERIALS WHEN GRADING. WHEN EXCAVATING THROUGH ROOTS, PERFORM WORK BY HAND AND CUT ROOTS WITH SHARP AXE. REMOVE EXCESS SUBSOIL FROM THE SITE UNLESS DIRECTED OTHERWISE BY OWNER OR ENGINEER. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, CONTRACTOR RESPONSIBLE FOR INSTALLATION OF EROSION CONTROL DEVICES INCLUDING SILT FENCING, BERMS, DITCHES, ETC, THAT MEET DTMB EROSION CONTROL REQUIREMENTS. CONTRACTOR RESPONSIBLE FOR ALL PERMITS AND FEES NECESSARY WITH SUCH SYSTEMS. SUCH DEVICES SHALL BE INSTALLED IN ALL AREAS OF DISTURBED SOIL AND WHERE SURFACE RUN-OFF CAN OCCUR. CONTRACTOR TO SUBMIT SESC IMPLEMENTATION PLAN PRIOR TO DISTURBING THE SITE. 6. RESTORATION = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL ACCEPTABLE GRASS COVER HAS RESTORATION = 4" TOPSOIL, SEED, MULCH, FERTILIZE AND WATER UNTIL ACCEPTABLE GRASS COVER HAS BEEN ACHIEVED. SEED MIX AS SPECIFIED.ACHIEVED. SEED MIX AS SPECIFIED.

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1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT PRIOR TO SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC UNIT PRIOR TO DOING WORK. CONSTRUCT AND MAINTAIN ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND REMOVE WHEN ACCEPTABLE. NO COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY AND ASSESSMENT OF ACTUAL DAMAGE COSTS. WITH O&M MANUAL FURNISH SECTION ON OWNER MAINTENANCE OF PERMANENT CONTROLS. IMPLEMENT CONTINUOUS INSPECTION AND MAINTENANCE PROGRAMS. OWNER SHALL CONTINUE AFTER PROJECT COMPLETION. 2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2012 SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE 2012 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES, AND DTMB REQUIREMENTS. 3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN ENVIRONMENT, GREAT LAKES & ENERGY THE CONTRACTOR SHALL EMPLOY A MICHIGAN ENVIRONMENT, GREAT LAKES & ENERGY CERTIFIED STORM WATER OPERATOR ON ALL SITES WITH A DISTURBANCE OF FIVE OR MORE ACRES (PERMIT-BY-RULE). THE OPERATOR SHALL COMPLETE ALL INSPECTIONS AND REPORTS TO COMPLY WITH SESC PERMIT REQUIREMENTS. THE PROJECT COVERS APPROXIMATELY 0.07 ACRES. 4. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO MINIMIZE THE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE PROJECT. 5. EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER MAINTENANCE OR REMOVAL OF THE EROSION CONTROL ITEMS. 6. THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED OF OFF THE PROJECT SITE. 7. IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER ACCEPTABLE TEMPORARY PRECAUTION. 8. THE CONTRACTOR SHALL SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY TO THE CONTRACTOR SHALL SWEEP PAVED ROADS AND OTHER PAVED SURFACES DAILY TO REMOVE TRACKED SOIL AND DEBRIS. 9. THE CONTRACTOR SHALL INSTALL SILT FENCES AS TEMPORARY EROSION AND SEDIMENTATION THE CONTRACTOR SHALL INSTALL SILT FENCES AS TEMPORARY EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND AS SHOWN ON THE PLANS. 10. THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER FOR THE CONTRACTOR SHALL SUBMIT PROPOSED SPOIL PILE LOCATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO STOCKPILING MATERIAL ON SITE. 11. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1 AND SHALL BE SEEDED AND MULCHED. 12. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED. 13. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS INCLUDED IN THE DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET'S SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK DATED FEBRUARY 2005. 14. SOILS ON SITE ARE RICHTER VARIANT VERY FINE SANDY LOAM, AND ARE SOMEWHAT POORLY SOILS ON SITE ARE RICHTER VARIANT VERY FINE SANDY LOAM, AND ARE SOMEWHAT POORLY DRAINED. 15. THE NEAREST BODY OF WATER TO THE SITE IS AN UNNAMED, INTERMITTENT STREAM, THE NEAREST BODY OF WATER TO THE SITE IS AN UNNAMED, INTERMITTENT STREAM, APPROXIMATELY 550 FEET NORTH OF THE SITE.

AutoCAD SHX Text WHERE THE FOLLOWING ITEMS ARE CALLED FOR IN THE PLANS THEY ARE TO BE CONSTRUCTED ACCORDING TO THE STANDARD PLANS GIVEN BELOW, OPPOSITE EACH ITEM UNLESS OTHERWISE INDICATED.

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SOIL EROSION & SEDIMENTATION CONTROL MEASURES SEEDING AND TREE PLANTING

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PLAN NO.

2019 DTMB SESC GUIDEBOOK MDOT R-112-6

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BENCHMARK DATA

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TREE (CONIFER)

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BENCHMARK

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GUY WIRE

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EDGE OF GRAVEL

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OVERHEAD TELEPHONE LINE

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OVERHEAD ELECTRIC LINE

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GAS LINE

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WATER LINE

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UNDERGROUND TELEPHONE LINE

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SANITARY SEWER

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HYDRANT

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FOUND SURVEY MONUMENT

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SOIL BORING

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EX. CONCRETE

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WATER SHUTOFF

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MISC. BROKEN BIT

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BIT. DEMO

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TREE DEMO

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CONCRETE DEMO

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BOLLARD OR POST

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AREA 2: LOCATION OF NEW TANK

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AREA 3:TANK STAGING AND SOIL STOCKPILE

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AREA 1: LOCATION OF OLD TANK

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SERVICE BUILDING

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PROPANE GAS STORAGE

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HAZARDOUS STORAGE BUILDING

TRANSFORMER

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SANITARY SEWER

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HYDRANT

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FOUND SURVEY MONUMENT

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SOIL BORING

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BOLLARD OR POST

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REMOVE EXISTING FUEL TANK

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APPROXIMATE LIMITS OF EXCAVATION

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SAWCUT & REMOVE CONCRETE PRIOR TO EXCAVATION.

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SAWCUT & REMOVE CONCRETE

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REMOVE EXISTING VENTS AND PIPING

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REMOVE EXISTING FUEL PUMP AND CONTROL PANEL

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SAFETY FENCE DURING CONSTRUCTION IF SITE IS LEFT OPEN

AutoCAD SHX Text PLASTIC SHEETING LINED EXCAVATION SOIL STOCKPILE, ENGINEER TO TEST PRIOR TO DISPOSAL

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TANK CLEAN AND CRUSH AREA

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HAZARDOUS STORAGE BUILDING

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PROTECT EXISTING CONCRETE DURING TANK DEMO

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PROTECT EXISTING HYDRANT DURING TANK DEMO

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EXISTING SIGN TO REMAIN

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REMOVE EXISTING BOLLARD (TYP.)

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AutoCAD SHX Text REMOVE EXISTING TANK LEVEL DEVICE. REMOVE ALL WIRING. ABANDON CONDUIT IN PLACE BEYOND LIMITS OF EXCAVATION.

AutoCAD SHX Text REMOVE EXISTING GAS SHUTOFF CONTROL & BOX LOCATED ON MAINTENANCE BUILDING. SEAL OR COVER THE CONDUIT.

CONTRACTOR MUST ESTABLISH A DESIGNATED EXCLUSION ZONE AND DECONTAMINATION AREA IN THE EVENT THAT CONTAMINATED MATERIALS ARE ENCOUNTERED

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BOLLARD OR POST

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SERVICE BUILDING

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EXISTING 2000-GAL DIESEL TANK

AutoCAD SHX Text EXCAVATE & REMOVE EXISTING TOPSOIL AS NEEDED TO INSTALL PROPOSED WORK. CONTRACTOR MAY REUSE EXISTING TOPSOIL IF SALAVAGED MATERIAL IS APPROVED BY ENGINEER

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REMOVE EXISTING DIESEL PUMP, DISPENSER AND MONITORING EQUIPMENT.

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SAWCUT AND REMOVE EXISTING HEAVED CONCRETE SLAB.

REMOVE EXISTING PIPE BOLLARDS

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HYDRANT

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BUILDING

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RESTORE TURF TO EXISTING GRADE IN ALL AREAS AFFECTED BY DEMO

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CORRECTIONAL FACILITY STAFF TO MAINTAIN TURF RESTORATION POST SEEDING.

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BOLLARD OR POST

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GAS DISPENSER PER TANK SUPPLIER

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PROPOSED GALVANIZED STEEL BOLLARD WITH YELLOW PLASTIC COVER SEE A1/C501

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DIESEL DISPENSER PER TANK SUPPLIER

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FUEL LINES INSTALLED ABOVE GROUND PER TANK SUPPLIER

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WASHED STONE BARRIER

AutoCAD SHX Text PROVIDE UGE CONDUITS BELOW GRADE, IN PVC-COATED RIGID STEEL CONDUIT. ROUTE IN EMT INSIDE BUILDING. PROVIDE SEPARATE CONDUITS FOR LOW VOLTAGE/TELCOM/CONTROL.

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CONDUIT STUB

AutoCAD SHX Text PROPOSED 500 GALLON DOUBLE WALLED FIREGUARD GAS TANK. SEE C501 FOR TANK SUPPLIER DETAIL.

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EXISTING 2000-GAL DIESEL TANK TO BE TIED INTO PROPOSED PUMP ISLAND

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FUEL DISPENSER SUMP PER SUPPLIER, AS SPECIFIED.

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SAWN CONTROL JOINT SPACED AT MIN OF EVERY 6' SEE B2/C501

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EXPANSION JOINT SEE B4/C502

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EXPANSION JOINT SEE B4/C502

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PROVIDE SEAL-OFFS AND TRANSITION TO INTERIOR EMT CONDUIT TO PANEL

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PROPOSED TANK SLAB AT 722.5' ELEVATION AND 0% GRADE. SEE C501 FOR SLAB DETAILS.

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PROPOSED SLAB FOR FUEL DISPENSER AND FUEL LINES SEE B1/C502

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PIPE BOLLARDS PLACED 1' FROM DISPENSER SUMP CORNERS.

AutoCAD SHX Text S51

AutoCAD SHX Text E8

AutoCAD SHX Text E6

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SEED AND MULCH ALL AREAS AFFECTED BY CONSTRUCTION/GRADING

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PROVIDE NEW FUEL EMERGENCY SHUTOFF SWITCH, ALL WIRING, CONDUITS, AND LABELS

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FUEL SYSTEM CONTROL BOX

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PROPOSED GALVANIZED STEEL BOLLARD WITH YELLOW PLASTIC COVER SEE A1/C501

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MATCH GRADE OF EXISTING BIT.

PROPOSED SLAB SEE B1/C502

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C501

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A1 PIPE BOLLARD DETAIL

D1 TANK DETAILS

A4 FUEL TANK PAD SECTION C-C

B4 FUEL TANK PAD SECTION B-B

D5 PLAN VIEW - FUEL TANK PAD

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TANKTANK

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SADDLESADDLE

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SADDLESADDLE

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PERIMETER THICKENED EDGE

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TANK SADDLE PER TANK SUPPLIER

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THICKENED EDGE

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18" PIER FOR BOLLARDS

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TANK SADDLE, PER TANK SUPPLIER

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6" CONC. SLAB W/#5 BARS @ 12" O.C. EACH WAY

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THICKENED EDGE UNDER ENTIRE PERIMETER OF SLAB

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18" PIER FOR BOLLARDS

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#5 BARS TRANSVERSE @ 12" O.C.

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(3) #5 BARS CONTINUOUS

AutoCAD SHX Text 3" Clear Cover

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6A STONE

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GEOCLOTH

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CLASS II GRANULAR FILL COMPACTED 98% MAX. DENSITY

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6" CONC. SLAB W/#5 BARS @ 12" O.C. EACH WAY

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EXISTING HMA OR CONCRETE

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BOLLARD (TYP.) (SEE DETAIL)

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THICKENED EDGE UNDER ENTIRE PERIMETER OF SLAB

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18" PIER FOR BOLLARDS

AutoCAD SHX Text 3" Clear Cover

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NOT TO SCALE

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BASIS OF DESIGN - NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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SCALE: 1"=2'-0"

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CONCRETE PAVING AND BASE PER DETAIL B1, SHEET C502

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6" O.D. GALVANIZED STEEL PIPE BOLLARD, FILL W/ CONCRETE

YELLOW PLASTIC BOLLARD COVER

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C502

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D3 HMA PAVEMENT DETAIL

D1 TYPICAL SILT FENCE INSTALLATION

PERFORMANCEIDENT. NO. ITEM RATE PER yd2

GRADE REMARKS

D4 CONDUIT STUB DETAIL

B1 CONCRETE PAVEMENT DETAIL

C500

4" TOOLED CONTROL JOINT, THEN

SAW JOINT TO 14 PAVEMENT DEPTH

MEDIUM BROOM FINISH

SEE

COMPACTED

SUBGRADE OR FILL

TYPE S1/S2

4" RADIUS TYP.

CONCRETE WALK

B2 CONTROL JOINT

COMPACTED SAND BASE

COURSE (TYPE A5)

C500

CONTROL JOINT,

SEE DETAIL

MEDIUM BROOM FINISH

PERPENDICULAR TO

WALK DIRECTION

B3 MEDIUM BROOM FINISH B4 EXPANSION JOINT

A4 ELECTRICAL PANEL SCHEDULE

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ALTERNATE DETAIL

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TRENCH WITH GRAVEL

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STANDARD DETAIL

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TRENCH WITH NATIVE BACKFILL

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RUNOFF

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PONDING HT.

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GRAVEL

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RUNOFF

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PONDING HT.

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FLOW

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FLOW

AutoCAD SHX Text NOTE: 1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. 3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.

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EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT

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STEEL OR WOOD POST

AutoCAD SHX Text 10 FT MAX SPACING WITH WIRE SUPPORT FENCE 6 FT MAX SPACING WITHOUT WIRE SUPPORT FENCE

AutoCAD SHX Text 4"x6" TRENCH WITH COMPACTED BACKFILL

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FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST.

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STEEL OR WOOD POST 36" HIGH MAX

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9" MAX. (RECOMMENDED) STORAGE HT.

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NOT TO SCALE

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NOT TO SCALE

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9" MAX. (RECOMMENDED) STORAGE HT.

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HMA APPLICATION TABLE

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8" MDOT 22A (TYPE A2) AGGREGATE BASE, C.I.P.

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EXISTING BASE OR MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P.

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12" MDOT CLASS II (TYPE A5) SUBBASE

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HMA 4E1

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BASE COURSE

AutoCAD SHX Text 165#

AutoCAD SHX Text 58-28

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HMA BOND COAT

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0.1 GAL/SYD

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FOR INFO ONLY

AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL CLASS III (TYPE A6) EMBANKMENT, GRADE AND COMPACT PER SPECS.

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HMA 4E1

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TOP COURSE (AWI=220)

AutoCAD SHX Text 165#

AutoCAD SHX Text 58-28

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RIGID STEEL OR IMC PVC COATED UNDERGROUND

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PVC COATED RIGID STEEL LONG RADIUS ELBOWS

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RIGID STEEL COUPLING (TYP)

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RIGID GALVANIZED STEEL ABOVE GRADE

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CONCRETE SLAB OR OTHER SURFACE

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NOT TO SCALE

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NOT TO SCALE

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EXISTING BASE OR MDOT CLASS III (TYPE A6) EMBANKMENT MATERIAL, C.I.P.

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12" MDOT CLASS II (TYPE A5) SUBBASE OR ENGINEERED APPROVED SUBBASE

AutoCAD SHX Text REMOVE EXISTING UNSUITABLE BASE, PROVIDE ADDITIONAL CLASS III (TYPE A6) EMBANKMENT, GRADE AND COMPACT PER SPECS.

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6" CONCRETE PAVING W/ 6X6 WWF1010 WWF

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text NOTE: 1. CONTROL JOINTS FOR APRONS TO BE EQUALLY CONTROL JOINTS FOR APRONS TO BE EQUALLY SPACED MAXIMUM EVERY 20' 2. CONTROL JOINT FOR SIDEWALK TO BE PLACED EVERY CONTROL JOINT FOR SIDEWALK TO BE PLACED EVERY 6' 3. EXPANSION JOINT FOR APRON/SIDEWALK TO BE EXPANSION JOINT FOR APRON/SIDEWALK TO BE LOCATED EVERY 50' 4. " EXPANSION JOINT MATERIAL TO BE PLACED 12" EXPANSION JOINT MATERIAL TO BE PLACED BETWEEN ALL INTERIOR AND EXTERIOR CONCRETE SLABS

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NOT TO SCALE

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12" FIBER EXPANSION JOINT

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ELASTIC JOINT SEALANT, SIKAFLEX PRO 3 OR APPROVED EQUAL

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SIKA WATERBAR OR APPOVED EQUAL

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24" LONG DOWEL (12" EMBEDMENT EACH SIDE), 1" OR #8 BAR, NON-DEFORMED (SMOOTH)

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PLASTIC END EXPANSION CAP

AutoCAD SHX Text NOTE: ANY COLD CONSTRUCTION JOINTS SHALL BE KEYED UTILIZING A PRE-MOLDED JOINT FROM AND HAVE REBAR CONTINUOUS THROUGH JOINTS

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SEAL-OFF REQUIRED FOR ALL CONDUITS TO/FROM HAZARDOUS AREA (TYP)

LEGEND

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OVERVIEW

E101

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AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 1/2

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UTILITY POLE

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TELEPHONE PEDESTAL

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SANITARY MANHOLE

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ELECTRICAL PEDESTAL

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LIGHT POLE

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WATER VALVE

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TREE (DECIDUOUS)

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TREE (CONIFER)

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DOUBLE POLE SIGN

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SINGLE POLE SIGN

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BENCHMARK

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GUY WIRE

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CONTROL POINT

AutoCAD SHX Text T

AutoCAD SHX Text E

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AutoCAD SHX Text S

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TEST PIT

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PROPERTY BOUNDARY

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TREE LINE

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EDGE OF GRAVEL

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OVERHEAD TELEPHONE LINE

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OVERHEAD ELECTRIC LINE

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GAS LINE

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WATER LINE

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UNDERGROUND TELEPHONE LINE

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UNDERGROUND ELECTRIC LINE

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SANITARY SEWER

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HYDRANT

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

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FOUND SURVEY MONUMENT

AutoCAD SHX Text

SOIL BORING

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text D

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EX. BITUMINOUS

AutoCAD SHX Text

PROPERTY SETBACK LINE

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MISC. PLAT LINES

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ROCK OUTCROPPING

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RIGHT OF WAY LINES

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EX. CONCRETE

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WATER SHUTOFF

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text O

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MISC. BROKEN BIT

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BIT. DEMO

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TREE DEMO

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CONCRETE DEMO

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BOLLARD OR POST

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INSTALL NEW FUEL MONITOR PANEL

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SERVICE BUILDING

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PROPANE GAS STORAGE

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HAZARDOUS STORAGE BUILDING

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TRANSFORMER

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EXISTING FUEL MONITOR PANEL

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EXISTING GAS EMERGENCY SHUTOFF

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NEW CONDUITS AND WIRES

AutoCAD SHX Text

CONDUITS FOR POWER & CONTROLS

AutoCAD SHX Text

NEW CONDUITS AND WIRES

AutoCAD SHX Text

EXISTING PANEL RP-X. SEE C502 FOR ELECTRICAL PANEL SCHEDULE

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EXISTING GAS SHUTOFF CONTROL

AutoCAD SHX Text

EXISTING TANK LEVEL

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DISCONNECT AND DEMO ELECTRICAL CONDUITS AND WIRING

AutoCAD SHX Text

NEW GAS EMERGENCY SHUTOFF & LABELS

AutoCAD SHX Text

SEAL OFFS & J-BOX

AutoCAD SHX Text

EX. CKT X-15,17. SEE C502 FOR ELECTRICAL PANEL SCHEDULE

EX. CKT X-12. SEE C502 FOR ELECTRICAL PANEL SCHEDULE

Sheets and Views

G001

PLOT 24X36

PLOT 11X17

PLOT 8.5X11

File details come from the government source that posted it. Updated Mar 12, 2026.