Plans 17301.pdf

PDF 3 MB Posted Feb 25, 2019

Attached to: 751/17301. BDW; Presque Isle Harbor - Fuel Tanks Rplcmt
Solicitation number: RFQ-171-190000000190-4
Issued by: Presque Isle County, Michigan

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Written by GovTribe AI · Mar 13, 2025

This document is a comprehensive engineering plan set for the Presque Isle State Harbor Fuel Tank Replacement Project, issued by the Michigan Department of Management and Budget's Facilities Department of Administration Design and Construction Division. The project involves removing and replacing two existing underground storage tanks (USTs) at the Presque Isle State Harbor in Michigan, specifically a 15,000-gallon gasoline tank and a 10,000-gallon diesel tank. The project includes removing existing tanks, piping, and associated infrastructure, and installing new tanks with updated leak detection systems, fuel pumps, and containment sumps. The plans are dated January 29, 2019, and are issued for bidding, with multiple bid alternates including optional work such as replacing fuel piping, dispensers, and control systems.

The project documents detail specific technical requirements for tank removal and replacement, including provisions for salvaging and reusing existing materials like pea stone and topsoil, maintaining environmental controls, and ensuring compliance with Michigan Underground Storage Tank Rules (MUSTR) and Bureau of Fire Services regulations. The work is to be completed prior to the spring 2019 start-up, with the contractor responsible for system startup, adjustments, and demonstration to the owner. The plans specify technical details for excavation, tank placement, piping, electrical systems, and soil erosion control, with an emphasis on protecting existing infrastructure and minimizing environmental disturbance during construction.

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File	Type	Posted
Advertisement 17301.pdf	PDF	Feb 25, 2019
Specifications 17301.pdf	PDF	Feb 25, 2019
Addednum 2 17301.pdf	PDF	Feb 25, 2019
File 751_17301.BDW_190212_Addendum_01.pdf	PDF	Feb 25, 2019

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THIS DOCUMENT AND DESIGN ARE THE

PROPERTY OF C2AE. NO MODIFICATIONS

AND/OR TRANSFERS OF WORK ARE

PERMITTED UNLESS GRANTED BY C2AE.

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%%UPLAN LEGEND

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%%UEXISTING LEGEND%%U

AutoCAD SHX Text THE EXISTING UTILITIES LISTED BELOW AND SHOWN ON THESE PLANS REPRESENT THE BEST INFORMATION AVAILABLE AS OBTAINED IN A SURVEY COMPLETED IN 2018 THIS INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES.

AutoCAD SHX Text PRESQUE ISLE ELECTRIC & GAS 19831 M68 HWY ONAWAY, MICHIGAN 49765 CONTACT: MEMBER SERVICES PH: (800) 423-6634

AutoCAD SHX Text FRONTIER 3840 US23 N ALPENA, MICHIGAN 49707 CONTACT: MR. DAVE VANCE PH: (517) 927-2814

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ELECTRIC

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TELEPHONE

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%%UGENERAL PLAN NOTES

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%%UPUBLIC UTILITIES

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%%UNAME OF OWNER

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%%UUTILITY TYPE

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EXIST. SIGN

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EXIST. POST

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EXIST. GAS VALVE

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EXIST. UTILITY POLE

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EXIST. DECIDUOUS TREE

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EXIST. CONIFEROUS TREE

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12"STM

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BULKHEAD

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RELOCATE

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1. UNDERGROUND UTILITIES FOR THE PROTECTION OF UNDERGROUND UTILITIES AND IN CONFORMANCE WITH PUBLIC ACT 174 OF 2013, THE CONTRACTOR SHALL CONTACT MISS DIG SYSTEM, INC. BY PHONE AT "811" OR "800-482-7171" OR VIA THE WEB AT EITHER elocate.missdig.org FOR SINGLE ADDRESS OR rte.missdig.org, A MINIMUM OF 3 BUSINESS DAYS PRIOR TO EXCAVATING, EXCLUDING WEEKENDS AND HOLIDAYS. ALL "MISS DIG" PARTICIPATING MEMBERS WILL BE THUS ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR FROM NOTIFYING UTILITY OWNERS WHO MAY NOT BE PART OF THE "MISS DIG" ALERT SYSTEM. 2. EXISTING UTILITIES EXISTING UTILITY LINES, INCLUDING BUT NOT LIMITED TO GAS LINES, TELEPHONE LINES, WATER MAIN, CABLE TV, ELECTRIC, DATA LINES, STORM SEWER, FORCE MAINS, SANITARY SEWER, WATER MAINS AND OTHER UNDERGROUND UTILITIES MAY BE SHOWN IN PLAN VIEW OF THE CONSTRUCTION DRAWINGS ONLY, AND LOCATIONS ARE TO BE CONSIDERED INCOMPLETE. THE CONTRACTOR IS RESPONSIBLE TO REPAIR ANY/ALL DAMAGE OF EXISTING UTILITIES. 3. MONUMENT BOXES ALL GOVERNMENT CORNERS SHALL BE PRESERVED, WHETHER SHOWN ON THE DRAWINGS OR NOT. WHERE NECESSARY, MONUMENT BOXES SHALL BE REPLACED, ADJUSTED, OR PLACED. ANY CORNERS OR IRONS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AND PAID FOR BY THE CONTRACTOR. 4. RIGHT-OF-WAY AND PROPERTY LINES THE LOCATION OF RIGHT-OF-WAY LINES SHOWN ON THE PLAN DRAWINGS ARE APPROXIMATE ONLY AND ARE NOT THE RESULT OF A BOUNDARY SURVEY. ALL PROPERTY IRONS SHALL BE PROTECTED. ANY PROPERTY IRONS DISTURBED BY CONSTRUCTION, WHETHER SHOWN ON THE DRAWINGS OR NOT, SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR REPLACED BY A REGISTERED LAND SURVEYOR AND PAID FOR BY THE CONTRACTOR. . 5. SOIL EROSION MEASURES PROVISIONS SHALL BE MADE FOR THE CONTROL OF SOIL EROSION ON SHOULDERS AND SLOPES BY MEANS OF SEEDING OR OTHER ACCEPTABLE MEANS AS PART OF THIS CONTRACT. SILT FENCE SHALL BE PLACED AT LOCATIONS AS SHOWN ON THE DRAWINGS AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF PART 91 OF P.A. 451 OF 1994. UNLESS OTHERWISE SPECIFICALLY IDENTIFIED IN THE PROPOSAL, PAYMENT FOR PROVIDING THE REQUIRED TEMPORARY/PERMANENT SOIL EROSION CONTROLS SHALL BE INCLUDED IN THE LUMP SUM CONTRACT. REFER TO THIS SHEET G0.2 AND ALSO SHEET G0.3 FOR SESC NOTES AND DETAILS. 6. SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES SAW CUTTING HMA AND CONCRETE SURFACES TO THE LIMITS OF RECONSTRUCTION OR AS DIRECTED BY THE ENGINEER SHALL BE INCLUDED IN THE LUMP SUM CONTRACT INCLUDING SAW CUTTING DRIVEWAYS AT THE REPLACEMENT LIMITS. IF INCLUDING SAW CUTTING DRIVEWAYS AT THE REPLACEMENT LIMITS. IF A PAVEMENT EDGE IS DAMAGED SUBSEQUENT TO SAW CUTTING, THE EDGE SHALL BE RECUT AS DIRECTED BY THE ENGINEER. SAW CUTTING SHALL BE FULL DEPTH OF THE PAVEMENT BEING SAWED. 7. REMOVAL LIMITS REMOVAL LIMITS ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL USE METHODS TO LIMIT CONSTRUCTION DISTURBANCE TO THE LIMITS SHOWN. DISTURBANCE OUTSIDE OF THE LIMITS SHOWN ON THE DRAWING SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE OWNER RESERVES THE RIGHT TO FIELD ADJUST THE GRADING LIMITS TO MINIMIZE THE DISTURBANCE WHERE APPLICABLE. THE USE OF SHEET PILING AND/OR COFFER DAMS MAY BE NECESSARY TO COMPLETE THE WORK. DEWATERING WILL BE NECESSARY TO COMPLETE THE WORK. 8. EXISTING STRUCTURES UNLESS SPECIFICALLY NOTED FOR REMOVAL ON THE CONSTRUCTION PLANS, ALL SIDEWALKS, DRIVES, TREES, FENCES AND OTHER APPURTENANCES SHALL BE PROTECTED. ALL SUCH ITEMS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED, THE COSTS OF WHICH SHALL BE BORNE BY THE CONTRACTOR. 9. UTILITY SUPPORT THE CONTRACTOR SHALL SUPPORT AND PROTECT ALL UTILITIES AND STRUCTURES WITHIN THE PROJECT LIMITS IN COMPLIANCE WITH THE UTILITY OWNER'S REQUIREMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING DIRECTLY WITH THE UTILITY COMPANY THROUGHOUT THE PROJECT DURATION. 10. SEED MIXTURE THE PERMANENT TURF SEED MIXTURE ON THIS PROJECT IS THE MDOT THM SEED MIX. SEED MIX. . 11. TEMPORARY TRAFFIC CONTROL TEMPORARY TRAFFIC CONTROL THE CONTRACTOR SHALL COORDINATE WITH THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES (MDNR) AND THE PRESQUE ISLE COUNTY ROAD COMMISSION FOR ANY ROAD, LANE OR SHOULDER CLOSURES. ALL TEMPORARY TRAFFIC CONTROL SIGNAGE, BARRICADES AND OTHER MEASURES SHALL BE PRESENTED BY THE CONTRACTOR AT THE PRECONSTRUCTION MEETING FOR REVIEW AND APPROVAL BY THE ENGINEER, MDNR AND THE PRESQUE ISLE COUNTY ROAD COMMISSION. AT A MINIMUM, TEMPORARY TRAFFIC CONTROL SHALL INCLUDE: HAULING WORK WITHIN THE RIGHT OF WAY OF EAST GRAND LAKE ROAD SHALL BE IN ACCORDANCE WITH REQUIREMENTS SET FORTH BY PRESQUE ISLE COUNTY ROAD COMMISSION. SIGNAGE AND OTHER TEMPORARY MEASURES, AS DEEMED NECESSARY BY THE ENGINEER OR MDNR. 12. PRE-BID SITE VISIT THE CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR WITH THE REQUIRED WORK PRIOR TO SUBMITTING A BID. 13. LUMP SUM CONTRACT THIS IS A LUMP SUM CONTRACT. ESTIMATED QUANTITIES INDICATED ON THE PLANS ARE INCLUDED FOR GENERAL REFERENCE ONLY. THE CONTRACTOR SHALL USE HIS OR HER INDEPENDENT JUDGEMENT AS TO THE ACCURACY OF THE ESTIMATED QUANTITIES STATED ON THE PLANS. THE CONTRACTOR SHALL NOTE THAT NO ADJUSTMENTS TO THE LUMP SUM PRICE WILL BE MADE FOR AS CONSTRUCTED QUANTITIES WHICH ARE IN EXCESS OF THE ESTIMATED QUANTITIES LISTED ON THE PLANS. 14. RESTORATION & CLEAN UP THE CONTRACTOR WILL BE RESPONSIBLE FOR RESTORING ALL AREAS DISTURBED TO PREVIOUS CONDITION, SWEEPING AWAY ANY SOILS TRACKED ONTO PAVED SURFACES AND, IF NECESSARY, THE PLACEMENT OF STONE TRACKING PADS. THESE ITEMS ARE CONSIDERED INCIDENTAL TO THE WORK. 15. TOPSOIL STRIPPING TOPSOIL STRIPPING TOPSOIL STRIPPING SHALL CONSIST OF REMOVING ALL EXISTING TOPSOIL FROM AROUND/BELOW THE PROPOSED IMPROVEMENT AREAS. THE STRIPPED TOPSOIL SHALL BE STOCKPILED (NOT WITHIN WETLANDS OR AREAS SUSCEPTIBLE TO FLOODING) AND REUSED AS RESTORATION MATERIAL IF APPROVED BY THE FIELD ENGINEER. 16. SLOPE RESTORATION SLOPE RESTORATION SLOPE RESTORATION SHALL CONSIST OF PREPARATION AND PLACEMENT OF 3 INCHES OF TOPSOIL, CLASS A SLOPES WITH MDOT THM SEED MIX, FERTILIZER, MULCH AND MULCH ADHESIVE IN ACCORDANCE WITH SECTION 816 OF THE MDOT 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION AND THE SPECIFICATIONS IN THE CONTRACT. PLACE MULCH BLANKET ON ALL SLOPES 1 ON 3 AND STEEPER. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR PRE-CONSTRUCTION CONDITION OR BETTER. 17. SOIL AND AGGREGATE COMPACTION SOIL AND AGGREGATE COMPACTION SUBGRADE, SUBBASE AND EMBANKMENT SHALL BE COMPACTED TO ACHIEVE 95% MAX. DRY DENSITY. 22A AGGREGATE BASE MATERIAL SHALL BE COMPACTED TO ACHIEVE 98% MAX. DRY DENSITY.

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NO NATURAL GAS IN AREA

AutoCAD SHX Text PRESQUE ISLE STATE HARBOR 5823 E GRAND LAKE ROAD PRESQUE ISLE, MICHIGAN 49777 CONTACT: MR. TERRY GLOMSKI PH: (989) 306-1895 ALTERNATE HARBOR PH: (989) 595-3069

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HARBOR UTILITIES

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NO CABLE TV IN AREA

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18. CONSTRUCTION STAGING AREA WITH MDNR APPROVAL, THE OVERFLOW (AGGREGATE) PARKING AREA (AS SHOWN ON SHEET G0.4) EAST OF THE WORK AREA MAY BE USED FOR CONSTRUCTION STAGING BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF THE STAGING AREA, UPON PROJECT COMPLETION. 19. ROAD COMMISSION PERMIT THE CONTRACTOR MAY BE REQUIRED TO OBTAIN A PERMIT AND TO PROVIDE THE NECESSARY BONDS AND INSURANCE FOR USING THE COUNTY ROAD RIGHT-OF-WAY BETWEEN THE STAGING AREA/TEMPORARY MATERIAL STORAGE AREA AND THE PROJECT SITE AND COMPLY WITH ALL PERMIT LIMITATIONS FOR TRAFFIC CONTROL AND OTHER ITEMS.

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20. MDOT SPECIFICATIONS UNLESS OTHERWISE NOTED, ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE MICHIGAN DEPARTMENT OF TRANSPORTATION 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION.

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1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A CONSTRUCTION SEQUENCE AND SESC PLAN FOR ENGINEER REVIEW AND APPROVAL PRIOR TO THE PRECONSTRUCTION MEETING. AN APPROVED CONSTRUCTION SEQUENCE AND SESC PLAN IS REQUIRED BEFORE CONSTRUCTION BEGINS. 2. THE CONTRACTOR SHALL APPLY FOR AND OBTAIN THE "AUTHORIZATION TO PROCEED WITH EARTH CHANGE" AND ANY CONDITIONS OF CONSTRUCTION FROM THE OFFICE OF THE MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET, FACILITIES ADMINISTRATION OFFICE, DESIGN AND CONSTRUCTION DIVISION. 3. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE OFFICE OF THE MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET, FACILITIES ADMINISTRATION OFFICE, DESIGN AND CONSTRUCTION DIVISION REQUIREMENTS AND SPECIFICATIONS CONTAINED ON THESE DRAWINGS. DAILY INSPECTIONS SHALL BE MADE BY THE CONTRACTOR TO DETERMINE THE EFFECTIVENESS OF EROSION AND SEDIMENTATION CONTROL MEASURES. INSPECTIONS SHALL ALSO BE MADE AFTER EACH RAINFALL EVENT. ANY AND ALL NECESSARY REPAIRS SHALL BE PERFORMED WITHOUT DELAY. 4. ANY EROSION OR SEDIMENT FROM WORK ON THIS SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY OFF SITE AREA OR IN WATERWAYS: WATERWAYS INCLUDE BOTH NATURAL AND MAN-MADE OPEN DITCHES, STREAMS, STORM DRAINS, LAKES AND PONDS. 5. THE CONTRACTOR SHALL APPLY TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED AND AS DIRECTED ON THESE PLANS. HE OR SHE SHALL REMOVE TEMPORARY MEASURES AS SOON AS PERMANENT STABILIZATION OF SLOPES, DITCHES AND OTHER EARTH CHANGES HAVE BEEN ESTABLISHED. 6. DUST CONTROL WILL BE EXERCISED AT ALL TIMES WITHIN THIS PROJECT AREA BY THE CONTRACTOR. SPRINKLING TANK TRUCKS SHALL BE AVAILABLE AT ALL TIMES TO BE USED ON HAUL ROUTES OR OTHER PLACES WHERE DUST BECOMES A PROBLEM. 7. ALL MUD, DIRT AND DEBRIS TRACKED ONTO EXISTING HMA ROADWAYS OR PARKING AREAS SHALL BE PROMPTLY REMOVED BY THE CONTRACTOR NO LESS THAN ON A DAILY BASIS. 8. AT ALL TIMES THE CONTRACTOR SHALL MINIMIZE THE SURFACE AREAS OF UNSTABILIZED SOILS LEFT UNPROTECTED AND VULNERABLE TO RUNOFF AND WIND EROSION. PROTECT AND SHIELD EXPOSED SOIL AREAS WITH A COVER OF LIVE VEGETATION, MULCH, OR OTHER APPROVED EROSION RESISTANT MATERIALS DURING THE TEMPORARY AND PERMANENT CONTROL PERIODS OF CONSTRUCTION. 9. THE CONTRACTOR SHALL AVOID CONCENTRATED RUNOFF, OR WHEN UNAVOIDABLE, CONTROL RUNOFF VELOCITIES TO NON-EROSIVE LEVELS. 10. ESTIMATED QUANTITY FOR SILT FENCE IS PROVIDED BELOW. CONTRACTOR'S BID SHALL BE BASED ON THIS ESTIMATED QUANTITY. IF MORE SILT FENCE IS REQUIRED THAN INDICATED BELOW, THE CONTRACTOR SHALL PROVIDE THE AMOUNT NECESSARY BUT UNDERSTAND THAT NO ADJUSTMENT WILL BE MADE TO THE LUMP SUM COST OF THE PROJECT. SILT FENCE (FT) 800 800

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1. INSTALL ALL TEMPORARY SILT FENCE AROUND ALL CONSTRUCTION SITES AND AROUND ALL CONSTRUCTION STAGING AREAS PER PER DETAIL ON THIS SHEET BELOW. 2. WHILE MAINTAINING A VEGETATIVE BUFFER WHENEVER POSSIBLE, STRIP AND STOCKPILE TOPSOIL IN AREAS OF PROPOSED EXCAVATION OR GRADING FOR LATER USE ON SITE. PLACE STOCKPILED TOPSOIL IN AREAS WHICH ARE NEITHER SUBJECT TO HIGH RUNOFF NOR ALONG STEEP SLOPES. SEED AND MULCH STOCKPILES IMMEDIATELY TO PREVENT WIND BLOWN SEDIMENT POLLUTION AND EXCESSIVE DUST. 3. TOPSOIL, SEED, FERTILIZE & MULCH ALL EXPOSED UPLAND AREAS AS SOON AS FEASIBLE TO PROTECT AND RESTORE PERMANENT VEGETATION. 4. WATER EXPOSED GROUND REGULARLY TO CONTROL AIRBORNE PARTICULATE MATTER.

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JUN

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SESC SCHEDULE AND SEQUENCING

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PLACE & MAINTAIN EROSION CONTROLS

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RESTORATION - TOPSOIL SPREADING AND PERMANENT SEEDING

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FINAL INSPECTION AND REMOVE TEMPORARY EROSION CONTROLS

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SITE GRADING/SITE CONSTRUCTION

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FEB

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SEQUENCE OF CONSTRUCTION:

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SOIL EROSION SEDIMENTATION CONTROL NOTES:

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SILT FENCE

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SPACING 6-10' MAX.

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1' MIN.

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6" ANCHOR TRENCH

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FENCE POSTS DRIVEN INTO GROUND 1' MIN.

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SILT FENCE B

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SILT FENCE A

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FABRIC TO BE WRAPPED AROUND FENCE POST

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1' MIN.

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UNDISTURBED VEGETATION

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GEOTEXTILE FILTER FABRIC FASTENED ON UPHILL SIDE, TOWARDS EARTH DISRUPTION

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RIDGE OF COMPACTED EARTH ON UPHILL SIDE OF FILTER FABRIC

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SHEET FLOW

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ROLL JOINTS

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STANDARD SYMBOL

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MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

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ROLL JOINT

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SILT FENCE SPECIFICATIONS

AutoCAD SHX Text A temporary measure for preventing sediment movement.

AutoCAD SHX Text Use adjacent to critical areas, wetlands, base of slopes, and watercourses.

AutoCAD SHX Text Used to prevent sediment suspended in runoff from leaving an earth change area.

AutoCAD SHX Text Install parallel to a contour.

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AutoCAD SHX Text The silt fence should be made of woven geotextile fabric.

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AutoCAD SHX Text Dig a 6" trench along the area where the fence is to be installed.

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AutoCAD SHX Text Backfill the trench with soil and compact the soil on both sides. Create a small ridge on the up-slope side of the fence.

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AutoCAD SHX Text Install wooden stakes 6 - 10' apart and drive into the ground a minimum of 12".

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AutoCAD SHX Text Inspect frequently and immediately after each storm event. Check several times during prolonged storm events. If necessary, repair immediately.

AutoCAD SHX Text If the sediment has reached 1/3 the height of the fence, the soil should be removed and disposed of in a stable upland site.

AutoCAD SHX Text The fence should be re-installed if water is seeping underneath it or if the fence has become ineffective.

AutoCAD SHX Text Silt fence may cause temporary ponding and could fail if too much water flows through the area.

AutoCAD SHX Text Silt fence should be removed once vegetation is established and up-slope area has stabilized.

AutoCAD SHX Text Do not use in areas with concentrated flows.

AutoCAD SHX Text Chance of failure increases if fence is installed incorrectly or if sediment accumulation is not removed.

AutoCAD SHX Text Join sections of silt fence by wrapping ends together (See drawing).

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MICHIGAN

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AutoCAD SHX Text Silt fence should accomodate no more than 1/2 to 1 acre of drainage per 100' of fence and on slopes less than 1:2 (v:h).

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5. THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY AND PERMANENT SOIL EROSION AND SEDIMENTATION CONTROL MEASURES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS AND UNTIL PERMANENT VEGETATION IS REESTABLISHED IN ALL EXPOSED AREAS. REMOVE ACCUMULATED SEDIMENT AS NECESSARY. 6. THE CONTRACTOR SHALL IMPLEMENT CONTINUOUS INSPECTION AND MAINTENANCE PROGRAMS TO INSURE THAT SESC MEASURES ARE EFFECTIVE AT ALL TIMES. 7. THE SITE WILL BE PERIODICALLY INSPECTED BY THE STAFF OF THE MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET, FACILITIES ADMINISTRATION OFFICE, DESIGN AND CONSTRUCTION DIVISION. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE RULES AND REGULATIONS OF THAT OFFICE. 8. UPON FINAL APPROVED INSPECTION OF THE COMPLETED CONSTRUCTION BY ALL REVIEWING AGENCIES, THE CONTRACTOR SHALL REMOVE ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES.

AutoCAD SHX Text PRESQUE ISLE COUNTY ROAD COMMISSION 657 SOUTH BRADLEY HWY ROGERS CITY, MICHIGAN 49779 CONTACT: MR. GERALD SMIGELSKI, SUPERINTENDENT/MANAGER PH: (989) 734-2216

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EAST GRAND LAKE ROAD

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GEOTEXTILE BLADDER ON STRAW BALES

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OUTLET POINT

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FLOW

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FILTER BAG OUTLET PLAN

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DISCHARGE PIPE FROM DEWATERING PUMPS

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DEPRESSED OUTLET

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FLOW

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STRAW BALES

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DEWATERING WITH OUTLET FILTER BAG

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BALE DIAGRAM

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GEOTEXTILE BLADDER ON STRAW BALES

AutoCAD SHX Text STRAW BALES SHALL BE STAGGERED AND TIED TOGETHER. PERIMETER BALES SHALL BE PLACED TWO HIGH. AREA OF BALES AS REQUIRED TO SUPPORT GEOTEXTILE BLADDER.

AutoCAD SHX Text NOTES: 1. LOCATION OF DEWATERING SEDIMENT CONTROL DEVICE SHALL BE APPROVED BY ENGINEER. 2. LOCATION SHALL BE ON AN EXISTING UNDISTURBED GRASS AREA DIRECTED TO AN ADJACENT DRAIN. 3. DEVICE SHALL NOT BE PLACED IN WETLAND AREAS.

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DISCHARGE LINE FROM DEWATERING PUMPS

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DEWATERING SEDIMENT CONTROL

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ES35

SHEET

REVISIONS

THIS DOCUMENT AND DESIGN ARE THE

PROPERTY OF C2AE. NO MODIFICATIONS

AND/OR TRANSFERS OF WORK ARE

PERMITTED UNLESS GRANTED BY C2AE.

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AutoCAD SHX Text

STANDARD SYMBOL

AutoCAD SHX Text E9

AutoCAD SHX Text

MULCH BLANKETS

AutoCAD SHX Text

FLOW

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

PLACE MULCH BLANKET PARALLEL TO FLOW AND ANCHOR SECURELY.

AutoCAD SHX Text WHEN BLANKETS ARE USED IN FLOWING DITCH, BLANKETS SHOULD NOT OVERLAP IN DITCH CENTER PARALLEL TO FLOW.

AutoCAD SHX Text

OVERLAP END OF UPSLOPE BLANKET 12" OVER DOWNSLOPE BLANKET. SECURE WITH STAPLES

AutoCAD SHX Text 4"

AutoCAD SHX Text OVERLAP BLANKETS SIDE BY SIDE USING A 4" OVERLAP WITH UPSLOPE BLANKET LAID OVER DOWNSLOPE BLANKET

AutoCAD SHX Text

BURY UPSLOPE END OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

AutoCAD SHX Text

BURY TOE OF BLANKET IN TRENCH 6" WIDE BY 6" DEEP

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MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text

STAPLES INSTALLED/SECURED ACCORDING TO MANUFACTURER'S SPECIFICATIONS.

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WHERE POSSIBLE, CONSTRUCT WITH BIODEGRADABLE MATERIAL.

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STAKES/STAPLES

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COMPACTED AREA

AutoCAD SHX Text When

AutoCAD SHX Text Why

AutoCAD SHX Text Where

AutoCAD SHX Text How

AutoCAD SHX Text When an area needs stabilization during a break in construction.

AutoCAD SHX Text Stabilizes soil.

AutoCAD SHX Text Used on construction and earth change sites where earth change has been initiated but will not be completed within two normal work weeks.

AutoCAD SHX Text Review construction phasing and soil erosion control plan to identify areas requiring temporary seeding.

AutoCAD SHX Text E7

AutoCAD SHX Text

TEMPORARY SEEDING SPECIFICATIONS

AutoCAD SHX Text

TEMPORARY SEEDING DATES

AutoCAD SHX Text A temporary measure when an area needs stabilization during a break in construction.

AutoCAD SHX Text 4/1 - 9/15

AutoCAD SHX Text Seed Type

AutoCAD SHX Text per 1,000 sq.ft.

AutoCAD SHX Text 8/1 - 10/15

AutoCAD SHX Text 9/20 - 10/15

AutoCAD SHX Text 4/15 - 8/1

AutoCAD SHX Text 8/1 - 10/10

AutoCAD SHX Text 9/10 - 10/10

AutoCAD SHX Text 5/1 - 8/1

AutoCAD SHX Text 8/1 - 11/1

AutoCAD SHX Text 9/10 - 10/1

AutoCAD SHX Text Oats, barley

AutoCAD SHX Text Annual Rye

AutoCAD SHX Text Wheat

AutoCAD SHX Text 2 lbs.

AutoCAD SHX Text per acre

AutoCAD SHX Text 96 lbs.

AutoCAD SHX Text Amount

AutoCAD SHX Text 3 lbs.

AutoCAD SHX Text 120 lbs.

AutoCAD SHX Text 3 lbs.

AutoCAD SHX Text 120 lbs.

AutoCAD SHX Text Prevents erosion/sedimentation problems from developing.

AutoCAD SHX Text Allows runoff to infiltrate soil.

AutoCAD SHX Text Select annual grass seed for temporary cover areas.

AutoCAD SHX Text Seed mixes may vary, should only contain annual, non-aggressive species, and generally include rye, wheat, or oat species. Seed mixes should be obtained from a seed supplier as seed mixes are dependent on soil type, light, moisture, and use application.

AutoCAD SHX Text Prepare seedbed by removal of construction/woody debris. Then scarify or rake seedbed.

AutoCAD SHX Text Slopes steeper than 1:3 should be roughened.

AutoCAD SHX Text Apply seed as soon as possible after seedbed preparation. Mulch immediately after seeding all slopes, unstable soils, heavy clay soils, and all areas adjacent to wetlands, watercourses, or sensitive areas.

AutoCAD SHX Text The time to seed is dependent on the climate of the area. Michigan has three climatic zones.

AutoCAD SHX Text Protect seeded areas from pedestrian/vehicular traffic.

AutoCAD SHX Text Divert concentrated flows away from seeded area until vegetation is established.

AutoCAD SHX Text Inspect temporary seeded areas weekly and following each rain event until final grading and stabilization activities are completed.

AutoCAD SHX Text

STANDARD SYMBOL

AutoCAD SHX Text Source: Adapted from USDA NRCS Technical Guide #342 (1999)

AutoCAD SHX Text Limitations

AutoCAD SHX Text Seeds need adequate time to establish.

AutoCAD SHX Text May not be appropriate in areas with frequent traffic.

AutoCAD SHX Text Seeded area may require irrigation in dry periods.

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AutoCAD SHX Text Must be followed by permanent seeding.

AutoCAD SHX Text Zone 1

AutoCAD SHX Text Lower Peninsula (South of U.S. 10)

AutoCAD SHX Text Zone 2

AutoCAD SHX Text Lower Peninsula (North of U.S. 10)

AutoCAD SHX Text Zone 3

AutoCAD SHX Text Upper Peninsula

AutoCAD SHX Text Buckwheat

AutoCAD SHX Text 6/1 - 7/15

AutoCAD SHX Text 6/15 - 7/15

AutoCAD SHX Text 2 lbs.

AutoCAD SHX Text 75 lbs.

AutoCAD SHX Text Perennial Ryegrass

AutoCAD SHX Text 8/1 - 10/15

AutoCAD SHX Text 6/1 - 8/1

AutoCAD SHX Text 8/1 - 10/1

AutoCAD SHX Text

0.5 lbs.

AutoCAD SHX Text 20 lbs.

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AutoCAD SHX Text (cont.)

AutoCAD SHX Text

MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text

MANAGEMENT AND BUDGET

AutoCAD SHX Text

DEPARTMENT OF

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MICHIGAN

AutoCAD SHX Text When

AutoCAD SHX Text Why

AutoCAD SHX Text Where

AutoCAD SHX Text How

AutoCAD SHX Text When areas are subject to erosive surface sheet flows or severe wind.

AutoCAD SHX Text Temporarily protects seeded areas and slopes against erosion from rain or wind. Holds soil moisture to allow for seed germination and reduces wind dessication of germinated seeds. Inhibits seed consumption by birds.

AutoCAD SHX Text Use on exposed slopes, newly seeded areas and other areas subject to erosion.

AutoCAD SHX Text E6

AutoCAD SHX Text

MULCHING SPECIFICATIONS

AutoCAD SHX Text Prepare surface to proper grade and compaction requirements.

AutoCAD SHX Text If treatment area is to be revegetated immediately, spread or drill seed, or install vegetative sprigs into planting surface.

AutoCAD SHX Text Select mulch material appropriate for site characteristics, including grade, level of traffic, installation method, and accessibility.

AutoCAD SHX Text

MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text Other surface runoff control measures should be installed prior to mulching.

AutoCAD SHX Text Mulches should not be applied if free surface water is present but may be applied to wet soil.

AutoCAD SHX Text Straw - Most common and widely used material. - Most common and widely used material. Provides organic matter as it breaks down. Effectiveness of sediment reduction high for at least 3 months. Subject to windblow and washout. For straw, apply a minimum of 2 tons/acre or approx. 50 lbs./1000 sq.ft. to cover the surface. Increase application rates 50% for dormant seeding.

AutoCAD SHX Text Rock - Crushed stone and gravel maintain effectiveness - Crushed stone and gravel maintain effectiveness indefinitely if maintained to repair compaction. Cover 2-3" in depth (approx. 2.27 tons/1000 sq. ft.).

AutoCAD SHX Text Wood chips/bark - Chips decompose slowly but may - Chips decompose slowly but may require nitrogen fertilizer application to avoid nutrient deficiency. Tend to wash down slopes over 6% and may clog inlet grates. Cover 2-3" in depth.

AutoCAD SHX Text Mulches (particularly straw) may need anchoring. Common methods include crimping, disking, or punching into soil; covering with netting; spraying with a binder/tackifier, or keeping moist.

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AutoCAD SHX Text

MULCHING SPECIFICATIONS

AutoCAD SHX Text Limitations

AutoCAD SHX Text

STANDARD SYMBOL

AutoCAD SHX Text Tackifiers are slippery when wet. Equipment must be kept clean to prevent accidents.

AutoCAD SHX Text Tackifiers can mark vehicles, signs, or other objects if these items are not protected.

AutoCAD SHX Text If using a tackifier to anchor mulch in place, apply immediately after mulch has been placed. Tackifiers include:

AutoCAD SHX Text 7.

AutoCAD SHX Text Latex-Base. Mix 37 gallons of adhesive or the manufacturer's . Mix 37 gallons of adhesive or the manufacturer's recommended rate with a minimum of 620 lbs. of recycled newsprint as a tracer with 925 gallons of water.

AutoCAD SHX Text Recycled Newsprint. Mix 1850 lbs. of newsprint with 3700 gallons of . Mix 1850 lbs. of newsprint with 3700 gallons of water.

AutoCAD SHX Text Wood Fiber. Mix 1850 lbs. of wood fiber with 3700 gallons of water.. Mix 1850 lbs. of wood fiber with 3700 gallons of water.

AutoCAD SHX Text Guar Gum. Mix 120 lbs. of dry adhesive and a minimum of 620 lbs. . Mix 120 lbs. of dry adhesive and a minimum of 620 lbs. recycled newsprint as a tracer with 3225 gallons of water.

AutoCAD SHX Text Other Tackifiers. Mix 240 lbs. of dry adhesive or the . Mix 240 lbs. of dry adhesive or the manufacturer's recommended rate and a minimum of 620 lbs. of recycled newsprint as a tracer with 3225 gallons of water.

AutoCAD SHX Text Maintenance

AutoCAD SHX Text Inspect mulched areas periodically and after any storm event. Repair damaged areas, reseed or replace vegetation (if necessary), and replace lost mulch immediately.

AutoCAD SHX Text Keep eroded soil, vehicular and pedestrian traffic, and concentrated runoff away from the mulched area.

AutoCAD SHX Text Mulch can be blown or washed away if not secured.

AutoCAD SHX Text Organic mulches, particularly thick applications of wood chips, can reduce nitrogen availability to desired plants, may inhibit good surface coverage by vegetation, and should be supplemented with fertilizer.

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AutoCAD SHX Text Hay mulch should not be used, as it can contain noxious weeds.

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AutoCAD SHX Text (cont.)

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MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text When

AutoCAD SHX Text Why

AutoCAD SHX Text Where

AutoCAD SHX Text How

AutoCAD SHX Text To finalize stabilization of temporary seeding areas or when an area needs permanent stabilization following completion of construction. Also used when vegetative establishment can correct existing soil erosion or sedimentation problem.

AutoCAD SHX Text To stabilize soil and prevent or reduce soil erosion/sedimentation problems from developing.

AutoCAD SHX Text Used on construction and earth change sites which require permanent vegetative stabilization.

AutoCAD SHX Text Review SESC plan and construction phasing to identify areas in need of permanent vegetative stabilization.

AutoCAD SHX Text E8

AutoCAD SHX Text

PERMANENT SEEDING SPECIFICATIONS

AutoCAD SHX Text

PERMANENT SEEDING SPECIFICATIONS

AutoCAD SHX Text Seed mixes vary. However, they should contain native species.

AutoCAD SHX Text Dormant seed mixes are for use after the growing season, using seed which lies dormant in the winter and begins growing as soon as site conditions become favorable.

AutoCAD SHX Text Divert concentrated flows away from the seeded area until vegetation is established.

AutoCAD SHX Text Maintenance

AutoCAD SHX Text Inspect weekly and within 24 hours following each rain event in the first few months following installation to be sure seed has germinated and permanent vegetative cover is being established.

AutoCAD SHX Text

* Dormant seeding is for use in the late fall after the soil temperature remains consistently below 50 F, prior to the ground freezing. This practice is appropriate if construction on a site is completed in the fall but the seed was not planted prior to recommended seeding dates. No seed germination will take place until spring. A cool season annual grass may be added in an attempt to have some fall growth.

AutoCAD SHX Text Mulch must be used with dormant seed.

AutoCAD SHX Text Do not seed when the ground is frozen or snow covered.

AutoCAD SHX Text Do not use a dormant seed mix on grassed waterways.

AutoCAD SHX Text Select perennial grass and ground cover for permanent cover.

AutoCAD SHX Text Seed mixes should be selected through consultation with a certified seed provider and with consideration of soil type, light, moisture, use applications, and native species content.

AutoCAD SHX Text Soil tests should be performed to determine the nutrient and pH levels in the soil. The pH may need to be adjusted to between 6.5 and 7.0.

AutoCAD SHX Text Prepare a 3-5" deep seedbed, with the top 3-4" consisting of topsoil.

AutoCAD SHX Text Slopes steeper than 1:3 should be roughened.

AutoCAD SHX Text Apply seed as soon as possible after seedbed preparation. Seed may be broadcast by hand, hydroseeding, or by using mechanical drills.

AutoCAD SHX Text Mulch immediately after seeding.

AutoCAD SHX Text Protect seeded areas from pedestrian or vehicular traffic.

AutoCAD SHX Text Add supplemental seed as necessary.

AutoCAD SHX Text

STANDARD SYMBOL

AutoCAD SHX Text Seeds need adequate time to establish.

AutoCAD SHX Text Limitations

AutoCAD SHX Text May not be appropriate in areas with frequent traffic.

AutoCAD SHX Text Seeded areas may require irrigation during dry periods.

AutoCAD SHX Text Seeding success is site specific, consider mulching or sodding when necessary.

AutoCAD SHX Text

MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

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MICHIGAN

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DEPARTMENT OF

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MANAGEMENT AND BUDGET

AutoCAD SHX Text 11.

AutoCAD SHX Text 10.

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AutoCAD SHX Text 12.

AutoCAD SHX Text Planting Zones::

AutoCAD SHX Text Seeding Window

AutoCAD SHX Text Zone 1

AutoCAD SHX Text Zone 3

AutoCAD SHX Text Zone 2

AutoCAD SHX Text 5/1 - 10/1

AutoCAD SHX Text Source: Adapted from MDOT Interim 2003 Standard Specifications for Construction

AutoCAD SHX Text 4/15 - 10/10

AutoCAD SHX Text 5/1 - 9/20

AutoCAD SHX Text Lower Peninsula (North of T20N)

AutoCAD SHX Text Lower Peninsula (South of T20N)

AutoCAD SHX Text Upper Peninsula

AutoCAD SHX Text Lower Peninsula (South of U.S. 10)

AutoCAD SHX Text Source: Adapted from USDA NRCS Technical Guide #342 (1999)

AutoCAD SHX Text 11/1 - Freeze

AutoCAD SHX Text 4/1 - 8/1

AutoCAD SHX Text Seeding Dates (with (with Irrigation or Mulch)

AutoCAD SHX Text 10/25 - Freeze

AutoCAD SHX Text Upper Peninsula

AutoCAD SHX Text Zone 3

AutoCAD SHX Text 5/1 - 9/10

AutoCAD SHX Text Lower Peninsula (North of U.S. 10)

AutoCAD SHX Text Zone 2

AutoCAD SHX Text 5/1 - 9/20

AutoCAD SHX Text Zone 1

AutoCAD SHX Text Dormant Seeding Dates**

AutoCAD SHX Text Within 5 days of final grade.

AutoCAD SHX Text Seeding Dates (w/o Irrigation or Mulch)

AutoCAD SHX Text 4/1 - 5/20

AutoCAD SHX Text 5/1 - 6/10

AutoCAD SHX Text 5/1 - 6/15

AutoCAD SHX Text 8/10 - 10/1

AutoCAD SHX Text 8/1 - 9/20

AutoCAD SHX Text or

AutoCAD SHX Text How

AutoCAD SHX Text

MANAGEMENT AND BUDGET

AutoCAD SHX Text

DEPARTMENT OF

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MICHIGAN

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PERMANENT SEEDING

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AutoCAD SHX Text Seeding Window

AutoCAD SHX Text 11/15 - Freeze

AutoCAD SHX Text 11/01 - Freeze

AutoCAD SHX Text Permanent Seeding

AutoCAD SHX Text Dormant Seeding*

AutoCAD SHX Text 11/01 - Freeze

(cont.)

SHEET

REVISIONS

THIS DOCUMENT AND DESIGN ARE THE

PROPERTY OF C2AE. NO MODIFICATIONS

AND/OR TRANSFERS OF WORK ARE

PERMITTED UNLESS GRANTED BY C2AE.

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3" MPL

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TANK

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TANK

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AIR VENTS

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DIESEL

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AutoCAD SHX Text THE CONTRACTOR MAY USE THE EXISTING OVERFLOW PARKING LOT FOR A PROJECT STAGING AREA AND ALSO FOR TEMPORARY STORAGE OF EXISTING SOIL COVER AND PEA STONE PRIOR TO REUSE OF THE MATERIALS.

AutoCAD SHX Text

EAST GRAND LAKE ROAD (66 FT WIDE PUBLIC)

AutoCAD SHX Text IF USED FOR SOIL STORAGE, CONTRACTOR SHALL PLACE SILT FENCE AROUND THE SITE AS NECESSARY TO PREVENT SOIL FROM LEAVING THE SITE.

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STATE HARBOR (NOT ALL ITEMS SHOWN)

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RESTAURANT

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PARKING

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PARKING

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PARKING

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HARBORMASTER

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BUILDING

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PARKING

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BOAT LAUNCH

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UNDERGROUND FUEL STORAGE TANKS.

THE ENTIRE PARKING LOT SHALL BE CLOSED AND AVAILABLE AS PROJECT WORK STAGING AREA.

SHEET

REVISIONS

THIS DOCUMENT AND DESIGN ARE THE

PROPERTY OF C2AE. NO MODIFICATIONS

AND/OR TRANSFERS OF WORK ARE

PERMITTED UNLESS GRANTED BY C2AE.

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CONC. S/W

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CONC. RAMP

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BIT DRIVE

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CONC. S/W

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ALARM

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DOCK

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E/ROCKS AND WATER

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BIT DRIVE

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TANK

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TANK

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CONTROL PANEL

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AIR VENTS

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CONTAINMENT SUMPS

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12"STM

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BOLLARD

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LT POLE

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AutoCAD SHX Text THE SITE IS BASED ON THE STATE PLANE COORDINATE SYSTEM. CONTOUR ELEVATIONS ARE BASED ON THE NAVD88 DATUM.

AutoCAD SHX Text EXISTING SITE BENCH MARK- TOP OF CONCRETE WALL ELEV= 584.08 SEE SITE PLAN FOR LOCATION.

AutoCAD SHX Text %%uLEGEND

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EXISTING STORM SEWER

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EXISTING UNDERGROUND ELECTRIC

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EXISTING SANITARY SEWER

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SITE BENCH MARK.

AutoCAD SHX Text THE CONTRACTOR SHALL PUMP OUT ANY REMAINING PRODUCT FROM BOTH UNDERGROUND TANKS AND DISPOSE OF PER MDEQ REQUIREMENTS. REMOVE TWO EXISTING UNDERGROUND STORAGE TANKS (UST'S), HOLD DOWN STRAPS, PIPING (FROM TANKS TO CONTAINMENT SUMPS), CONTAINMENT SUMPS AND ALL MISCELLANEOUS ANCILLARIES/APPURTENANCES COMPLETE (FROM TANKS TO ALARM CONTROL PANEL). REMOVE AND SALVAGE EXISTING TANK COVER SOIL AND PEA STONE FOR REUSE. HAUL TANK COVER SOIL AND PEA STONE TO OVERFLOW PARKING AREA LOCATION SHOWN ON SHEET G0.4 FOR SALVAGE. DISPOSE OF ALL OTHER MATERIALS PER MDEQ REQUIREMENTS.

AutoCAD SHX Text

EAST GRAND LAKE ROAD (66 FT WIDE PUBLIC)

AutoCAD SHX Text

EXISTING DIESEL DISPENSERS.

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EXISTING GASOLINE DISPENSER.

AutoCAD SHX Text P

AutoCAD SHX Text APPROXIMATE LIMITS OF EXISTING CONCRETE FOUNDATION. PROTECT EXISTING FOUNDATION TYPICAL.

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1. ALL WORK SHALL BE COMPLETE PRIOR TO SPRING 2019 START-UP. COMPLETED WORK SHALL INCLUDE A COMPLETE SYSTEMS OPERATION STARTUP, ADJUSTMENTS, WALK-THRU AND DEMONSTRATIONS WITH THE OWNER. WORK TO INCLUDE ALL FINAL AND COMPLETE ADJUSTMENTS UNTIL THE NEW FUEL SYSTEM IS FULLY OPERATIONAL. 2. NEW SYSTEM AND EQUIPMENT SHALL BE IN ACCORDANCE WITH CURRENT STATE OF MICHIGAN FUEL SYSTEM REGULATIONS, INCLUDING BUREAU FIRE SERVICES, UNDERGROUND STORAGE TANK RULES, MICHIGAN UNDERGROUND STORAGE TANK RULES (MUSTR) AND NFPA FLAMMABLE STORAGE AND TRANSPORT RULES. 3. THE CONTRACTOR SHALL DRAIN/BLOW BACK & CLEAN THE EXISTING FUEL SYSTEMS PRIOR TO REMOVAL OF EXISTING FUEL SYSTEM AND/OR PIPING. USE CARE SO NOT TO ALLOW FUEL SPILL/LEAKAGE. CONTRACTOR IS RESPONSIBLE FOR ALL CLEAN-UP OPERATIONS AND NOTIFICATION OF PROPER AUTHORITIES FOR SYSTEM REMOVAL/INSTALLATION WORK AND ALL SPILLS IF THEY OCCUR. COORDINATE WITH THE STATE FOR REMOVAL OF ANY PRODUCT WITHIN THE UST PRIOR TO START OF WORK. THE STATE SHALL REFILL THE TANKS WITH PRODUCT PRIOR TO COMPLETE SYSTEM TESTING AT PROJECT COMPLETION. 4. THE CONTRACTOR SHALL USE DUE CARE DURING REMOVAL OF THE NOTED ITEMS AS THE SPILL DETECTION SYSTEM WIRING SHALL BE REMOVED AND SALVAGED FOR REUSE.

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EXISTING GASOLINE FUEL PIPING

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EXISTING DIESEL FUEL PIPING

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REMOVE EXISTING AIR VENTS AND ALL ASSOCIATED TANK PIPING- COMPLETE.

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PROTECT EXISTING CONDUIT.

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PROTECT (5) EACH EXISTING FUEL DISPENSERS FOR REUSE.

AutoCAD SHX Text BID ALTERNATE No.4 THE CONTRACTOR SHALL REMOVE AND REPLACE THE EXISTING DOUBLE CONTAINMENT FUEL PIPING (GASOLINE AND DIESEL) FROM THE ABUTMENT AND START OF THE FLOATING DOCKS, THEN CONTINUING INSIDE/UNDER THE FLOATING DOCKS, OUT TO EACH FUEL DISPENSER LOCATED AT THE END OF THE DOCK AS SHOWN AND PREPARE ROUTE FOR NEW FUEL LINE INSTALLATION. REMOVE, SALVAGE AND REPLACE DOCK PLANKS AS REQUIRED TO COMPLETE THE WORK (TYPICAL).

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PROTECT AND REUSE EXISTING LEAK DETECTION ALARM PANEL AND ELECTRICAL PANELS.

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AutoCAD SHX Text PROTECT EXISTING ELECTRICAL CONDUITS FROM ALARM PANEL TO HARBORMASTER BLDG. EXACT LOCATION AND NUMBER OF CONDUITS IS NOT KNOWN, MAY BE UP TO (6). CONTRACTOR TO LOCATE CONDUITS WITHIN CONSTRUCTION INFLUENCE AND PROTECT.

AutoCAD SHX Text PROTECT AND REUSE THE EXISTING LEAK DETECTION SYSTEM CONTROL PANEL LOCATED IN THE HARBORMASTER BUILDING AND WIRING FROM THE HARBORMASTER BUILDING TO EACH TANK LOCATION. THE EXACT LOCATION OF EXISTING CONDUIT/WIRING IS UNKNOWN.

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THE PORTAGE RESTAURANT

AutoCAD SHX Text CONSTRUCT STABILIZED CONSTRUCTION ACCESS AT ENTRANCE TO SITE PER DETAIL THIS SHEET. ACCESS TO CONSTRUCTION SITE SHALL BE VIA THIS CONSTRUCTION ACCESS ONLY.

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SCALE:

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STABILIZED CONSTRUCTION ACCESS DETAIL

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NONE

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SEDIMENT SUMP

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SEDIMENT SUMP

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FLOW

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SUMP

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SEDIMENT

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NOTES:

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LENGTH OF STABILIZED ROAD

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50' MINIMUM LENGTH

AutoCAD SHX Text %%uPLAN VIEW

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LENGTH OF STABILIZED ROAD

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* 50' MINIMUM LENGTH

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2"-3" CRUSHED ROCK (8" DEPTH)

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NON-WOVEN GEOTEXTILE FABRIC

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10' MIN.

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10' MIN.

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PAVEMENT

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EXISTING

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WIDTH

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12' MINIMUM

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EXISTING GROUND

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%%UPROFILE

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5. THE CONTRACTOR SHALL CONSTRUCT THE STABILIZED CONSTRUCTION ACCESS AT THE LOCATION CONSTRUCTION TRAFFIC SHALL ENTER THE PROJECT SITE FROM EAST GRAND LAKE ROAD ONLY, NOT OVER THE EXISTING CURB AND GUTTER. SEE THE STABILIZED CONSTRUCTION ACCESS DETAIL THIS SHEET. 6. THE CONTRACTOR SHALL PROVIDE CLEANUP OPERATIONS ALONG AND ON ROADWAYS WHERE DIRT AND/OR DEBRIS HAVE BEEN DEPOSITED DUE TO CONSTRUCTION ACTIVITIES AND/OR RELATED WORK DURING THE ENTIRE CONSTRUCTION PHASE OF THE PROJECT. AS A MINIMUM, CLEANUP WILL BE PERFORMED ON A DAILY BASIS. ADDITIONAL CLEANUP WILL BE PERFORMED AS DEEMED NECESSARY BY THE ENGINEER. 7. THE CONTRACTOR WILL BE RESPONSIBLE TO DEVELOP AN EARTH RETENTION SYSTEM FOR THE EXCAVATION AREA TO LIMIT THE AREA OF DISTURBANCE. THE EXISTING CONCRETE CURB & GUTTER AND ALL HMA PAVING SHALL BE PROTECTED. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT THEIR PLAN FOR THE EARTH RETENTION SYSTEM TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROTECT ALL EXISTING EQUIPMENT, THE DOCK SYSTEM, ETC. NOT NOTED FOR REMOVAL. ANY/ALL DOCK BOARDS OR ANY OTHER ITEMS DAMAGED DURING THE COURSE OF CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. ADDITIONAL DOCK REPAIR/REPLACEMENT BEYOND WHAT IS DAMAGED BY THE CONTRACTOR IS NOT REQUIRED. 9. THE CONTRACTOR SHALL SPECIFICALLY PROTECT THE EXISTING PAVEMENT AND CONCRETE CURB & GUTTER OF THE EAST BOAT LAUNCH LANE & THE WEST PARKING LOT DURING CONSTRUCTION. IF THE EXISTING PAVEMENT OR CURB ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE REPLACED TO MATCH EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER. 10. ALL WORK TO BE PERFORMED BY CERTIFIED AND LICENSED CONTRACTOR FOR UNDERGROUND STORAGE TANK REMOVAL AND INSTALLATION. PROVIDE ALL NECESSARY ASSISTANCE TO THE STATE FOR UST REMOVAL NOTIFICATION TO BFS AND CONTRACTOR SHALL PULL ALL REQUIRED PERMITS UNDER MUSTR.

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INSTALL INLET PROTECTION FABRIC DROPS ON ALL EXIST CATCH BASINS.

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EXISTING CONTOUR-TYPICAL.

AutoCAD SHX Text PROPOSED SILT FENCE-TYPICAL.

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File details come from the government source that posted it. Updated Mar 13, 2025.