Drawings.pdf

PDF 13 MB Posted Mar 3, 2023

Attached to: Platte Point Restoration Federal contract opportunity
Solicitation number: 140P6423B0003
Issued by: Department of the Interior National Park Service Midwest Region

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Written by GovTribe AI · Dec 28, 2023

This document provides details of a federal contract opportunity for the Platte Point Restoration project. The National Park Service, Interior Regions 3/4/5, Ohio Major Acquisition Buying Office is issuing an Invitation for Bid seeking all labor, materials, tools and equipment necessary for restoration of the Platte River mouth and surrounding coastal and riparian areas at Sleeping Bear Dunes National Lakeshore in Empire, Michigan. The project aims to reshape riverbanks and dunes altered by past dredging activities and restore the area to its pre-dredging condition. Offerors must have a Unique Entity ID and be registered in the System for Award Management, with solicitations between $250,000 and $500,000 to be awarded as a firm-fixed price construction contract adhering to local prevailing wage rates. The project is fully set aside for total small businesses under NAICS Code 237990 for specialty trade contractors with a $45 million size standard. Interested parties should check the solicitation for site visit details, with a point of contact of Christopher Bauer at the email provided.

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Other files for this federal contract opportunity

Other files attached to Platte Point Restoration, newest first.
File	Type	Posted
Notice_to_Contractors.pdf	PDF	Mar 3, 2023
Project_Specifications.pdf	PDF	Mar 3, 2023
Bid_Schedule_-_Platte_Point_Restoration.xlsx	XLSX spreadsheet	Mar 3, 2023
Construction_Contract_Administration.pdf	PDF	Mar 3, 2023
B08_Solicitation_-_Bid_Schedule_-_Platte_Point_Restoration.pdf	PDF	Mar 3, 2023
B08_Solicitation_-_Wage_Determination.pdf	PDF	Mar 3, 2023
Sol_140P6423B0003.pdf	PDF	Mar 3, 2023

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SERIES 0100 - GENERAL

SHEET NO. SUB SHEET NO. SHEET TITLE

1 - COVER SHEET

2 G02 ABBREVIATIONS

3 G03 EXISTING SITE PLAN AND SURVEY CONTROL WITH AERIAL

4 G04 EXISTING SITE PLAN AND SURVEY CONTROL WITHOUT AERIAL

SERIES 0200 - CIVIL

SHEET NO. SUB SHEET NO. SHEET TITLE

5 C00 LEGEND

6 C01 CIVIL UTILITY AND NOTES

7 C02 EXISTING CONDITIONS REMOVAL PLAN

8 C03 SEDIMENT/EROSION CONTROL AND HAUL ROAD PLAN

9 C04 SEDIMENT/EROSION CONTROL NOTES

10 C05 SEDIMENT/EROSION CONTROL DETAILS

11 C06 TYPICAL SECTIONS

12 C07 GRADING PLAN

13 C08 GRADING PLAN POINTS

SERIES 0300 - LANDSCAPING

SHEET NO. SUB SHEET NO. SHEET TITLE

14 L01 LANDSCAPING PLAN

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APPROXIMATE AREA

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OF BOAT LAUNCH

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APPROXIMATE

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PARKING AREA

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LAKE MICHIGAN ROAD

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WOODED

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WOODED

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WOODED

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PLATTE RIVER

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LAKE MICHIGAN

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DREDGE SPOILS MATERIAL

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PLATTE RIVER

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PLATTE RIVER

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LAKE MICHIGAN

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LAKE MICHIGAN

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QUALITY DESIGN CERTIFICATION

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REVISION

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THIS PROJECT

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SLEEPING BEAR DUNES NATIONAL LAKESHORE PLATTE POINT RESTORATION

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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SLBE PLATTE POINT RESTORATION

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PLATTE POINT

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BENZIE

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MICHIGAN

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DESIGN DRAWINGS

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CONTRACT: 140P6018D0001

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PMIS: N/A GLRI FUNDED

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SLEEPING BEAR DUNES LAKESHORE

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MIDWEST

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STATE OF

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MICHIGAN

AutoCAD SHX Text 644/80,054 7/86; PARK MINI FOLDER 1991; PARK LOCATION MAP; COVER SHEET REVISED & REDRAWN 4/93. UPDATED 10/98. SGS.

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A/E FIRM - A/E CONTRACT NUMBER

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PRIME/CIVIL/UTILITIES/LANDSCAPE/ STRUCT/ELEC:

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HDR INC. 1917 S 67TH ST OMAHA, NE 68106 402-399-1000

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THIS PROJECT

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BENZIE COUNTY

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LAKE MICHIGAN

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LAKE MICHIGAN

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MUD LAKE

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HWY 708 LAKE MICHIGAN RD.

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PLATTE RIVER

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SCALE OF FEET

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MARCH 2022

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LICENSEE:

JAMES E. SCHOLL

MI. PE-6201039911

DATE: 30-MAR-2022

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ABBREVIATIONS

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E. DOVE

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N. PARKS

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1. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET OF CONTRACT DRAWINGS. 2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS ARE USED IN THE CONTRACT DRAWINGS. 3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING AND "REINF" MAY MEAN EITHER REINFORCE OR REINFORCING.

AutoCAD SHX Text TOP OF BOLT, TOP OF BANK, TOP OF BEAM, TOP OF BERM TOP OF CURB, TOP OF CONCRETE TOP OF DUCT TOP OF FOOTING TOP OF GRATING TOLERANCE, TOP OF LEDGER TOP OF MASONRY TOP OF PLATE TOPOGRAPHY TOP OF SLAB, TOP OF STEEL, TOE OF SLOPE TOP OF WALL TOILET PARTITION, TELEPHONE POLE, TOE PLATE, TRAP PRIMER TOILET PAPER DISPENSER TOPPING, THROUGH PLATE GIRDER TRANSOM TRANSITION TRENCH DRAIN TYPICAL URINAL UNDERGROUND ULTIMATE UNFINISHED UNLESS NOTED OTHERWISE UTILITY VENT, VELOCITY, VOLT VOLT AMPERE VACUUM VARNISH, VARIABLE, VOLT AMPERES REACTIVE VAPOR BARRIER, VINYL BASE, VALVE BOX VERTICAL CURVE VITRIFIED CLAY PIPE VINYL COMPOSITION TILE, VERTICAL CENTERLINE VELOCITY VENTILATION VERTICAL VERTICAL GRAIN VERIFY IN FIELD VINYL VOLUME VERTICAL POINT OF CURVATURE VERTICAL POINT OF INTERSECTION VERTICAL POINT OF TANGENCY VERSUS, VAPOR SEAL VENT THROUGH ROOF VINYL WALL COVERING WITH WITHOUT WATT, WEST, WIDE, WINDOW, WIRE, WIDE FLANGE BEAM WOOD BASE WATER CLOSET, WATER COLUMN WOOD, WIDTH WIDE FLANGE, WASH FOUNTAIN WIRE GLASS, WATER GAGE WALL HYDRANT, WEEP HOLE WROUGHT IRON WATER LEVEL WELDED WIRE MESH WEATHERPROOF WATERSTOP, WATER SURFACE WAINSCOT WEIGHT, WATER TIGHT WATERPROOF, WORKING POINT WELDED WIRE FABRIC EXPLOSION-PROOF EXTRA STRONG CROSS SECTION DOUBLE EXTRA STRONG YARD HYDRANT YIELD STRENGTH

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AutoCAD SHX Text REMOVE AND REPLACE REMOVE AND SALVAGE RADIUS, REGISTER, RISER RETURN AIR RESILIENT BASE, ROCK BERM RECEPTACLE ROOF DRAIN RECESS RECEIVED RECTANGULAR REDUCER REFERENCE REINFORCING REMOVE REQUIRED RESILIENT RETAINING, RETURN REVISION, REVERSE RESILIENT FLOORING ROOFING REFLECTED, REFLECTOR ROUGH RIGID GALVANIZED STEEL PVC COATED RGS RELIEF HOOD, RIGHT HAND, RELATIVE HUMIDITY REQUIRED LAP RELIEF AIR ROUND RUNNING ROUGH OPENING RIGHT-OF-WAY REVOLUTIONS PER MINUTE RAILROAD ROCK SLOPE PROTECTION RIGHT RESILIENT VINYL TILE READY SOUTH, SINK SUPPLY AIR SOUND-ABSORBING MASONRY UNIT SANITARY SPLASH BLOCK SOLID CORE SCHEDULE SCHEMATIC SCREEN STEEL/ALUMINUM EDGE SECONDARY, SECONDS SECTION SEPARATE SQUARE FOOT, SILT FENCE SHEET GLASS, SEALANT GROOVE SHOWER SHEET SHEATHING SILENCE SIMILAR SLOPE SLOTTED SLEEVE SEAMLESS SLAB ON GRADE SOUNDPROOF, STANDPIPE SPACING SPECIFICATION SUPPLY SINGLE POLE SINGLE THROW SET POINT SQUARE SHORT RADIUS SERVICE SINK STAINLESS STEEL STREET STATION STANDARD STIFFENER STIRRUP STEEL STORAGE STRUCTURAL, STRAIGHT SUBSTITUTE SUCTION SUSPENDED SQUARE YARD SYMBOL SYMMETRICAL SYNTHETIC SYSTEM TOP AND BOTTOM TONGUE AND GROOVE TILE, TREAD TOILET ACCESSORY, TEMPERED AIR TANGENT TEMPORARY BENCHMARK TEMPORARY CONSTRUCTION EASEMENT TROWELED EPOXY FLOORING TEMPORARY, TEMPERATURE THREAD THICK THRESHOLD TACK BOARD

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AutoCAD SHX Text NORTH, NEUTRAL NOT APPLICABLE NATURAL, NATIONAL NORMALLY CLOSED NEGATIVE NEAR FACE, NON-FUSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NOMINAL PIPE SIZE NATIONAL PIPE THREAD NEAR SIDE NOT TO SCALE NORMAL WATER LEVEL OUT TO OUT OUTSIDE AIR, OVERALL ON CENTER OVER CURRENT PROTECTION DEVICE OUTSIDE DIAMETER OPEN END DUCT OUTSIDE FACE, OFFICE FURNISHING OWNER FURNISHED CONTRACTOR INSTALLED OWNER FURNISHED OWNER INSTALLED ORIGINAL GROUND OVERHEAD OPENING OPPOSITE OPTIONAL OUTSIDE RADIUS OVERFLOW ROOF DRAIN ORIGINAL OVERFLOW OVERHANG OUNCE PAINT PUBLIC ADDRESS PARALLEL, PARAPET PANIC BAR, PULL BOX PARTICLE BOARD POINT OF CURVE, PIECE, PRECAST POINT OF COMPOUND CURVATURE POUNDS PER CUBIC FOOT PERCENT PLAIN END PEDESTAL PENETRATION PERFORATED PERMANENT PERPENDICULAR POWER FACTOR PREFACED MASONRY UNIT PHASE POINT OF INTERSECTION PACKAGE PLATE, PROPERTY LINE PLASTER PLATFORM PLUMBING POUNDS PER LINEAR FOOT PNEUMATIC POLISH POSITIVE, POSITION POLYPROPYLENE, POWER POLE POINT OF REVERSE CURVATURE PREFINISHED PREFABRICATED PRELIMINARY PREPARE PRESSURE PRIMARY PROPERTY, PROPOSED PROTECTION PIPE SUPPORT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH ABSOLUTE POUNDS PER SQUARE INCH GAGE PRESTRESSED POINT, POINT OF TANGENCY PARTITION POLYVINYL CHLORIDE, POINT OF VERTICAL CURVE PAVEMENT PLYWOOD PLYWOOD WEB JOIST PIEZOMETER RATE OF FLOW QUARRY TILE QUARTER QUANTITY QUALITY

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AutoCAD SHX Text ID IE IF IH IMP IN INC INF INSTR INSUL INT INTR INV IPS IPT IR IRR ISO JB JCT JF JST JT K KB KCMIL KD KO KSI KW L LAD LAM LATL LB LCTB LDG LDR LE LF LG LH LIN LIQ LLH LLV LMLU LNG LOC LP LPS LR LT LTD LTG LTL LTNG LV LVL LVR LW LWC LWL MA MACH MAINT MAN MATL MAX MB MBR MC MCB MCJ MDMJ MECH MED MFR MH MIN MIR MISC MJ MLO MMB MO MOD MON MPT MRGWB MS MSL MT MU MULL MV MW

AutoCAD SHX Text INSIDE DIAMETER, INTERIOR DIMENSION INVERT ELEVATION INSIDE FACE INTAKE HOOD IMPACT INCH INCLUDE, INCANDESCENT INFLUENT INSTRUMENTATION INSULATION INTERIOR, INTERSECTION INTERMEDIATE, INTERIOR INVERT IRON PIPE SIZE INTERNAL PIPE THREAD INSIDE RADIUS, IRON ROD IRRIGATION ISOMETRIC JUNCTION BOX JUNCTION JOINT FILLER JOIST JOINT KIP KNEE BRACE THOUSAND CIRCULAR MILS KNOCK DOWN KNOCK OUT KIPS PER SQUARE INCH KILOWATT ANGLE, LENGTH, LAVATORY LADDER LAMINATE LATERAL LAG BOLT, POUND LIQUID CHALK AND TACK BOARD LANDING LEADER LIFTING EYE LINEAR FOOT LONG LEFT HAND LINEAR LIQUID LONG LEG HORIZONTAL LONG LEG VERTICAL LIQUID MARKER LECTURE UNIT LONGITUDINAL LOCATION LOW POINT LOW-PRESSURE SODIUM LONG RADIUS LEFT LIMITED LIGHTING LINTEL LIGHTNING LOW VOLTAGE LAMINATED VENEER LUMBER LOUVER LIGHTWEIGHT LIGHTWEIGHT CONCRETE LOW WATER LEVEL MIXED AIR MACHINED MAINTENANCE MANUAL MATERIAL MAXIMUM MACHINE BOLT MEMBER MECHANICAL CONTRACTOR, MECHANICAL COUPLING METAL CORNER BEAD MASONRY CONTROL JOINT MODIFIED DOUBLE MECHANICAL JOINT MECHANICAL MEDIUM MANUFACTURER MANHOLE, METAL HALIDE MINIMUM MIRROR MISCELLANEOUS MECHANICAL JOINT MAIN LUGS ONLY MEMBRANE MASONRY OPENING MODULAR, MODIFY MONUMENT MALE PIPE THREAD MOISTURE-RESISTANT GYPSUM WALLBOARD MOP SINK MEAN SEA LEVEL MOUNT MASONRY UNIT MULLION MEDIUM VOLTAGE MONITORING WELL

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AutoCAD SHX Text FACE TO FACE FACE & BYPASS FABRICATE FLOOR BEAM FIBERBOARD FIBERGLASS BOARD FOOT MEASURE FURNISHED BY OWNER FLUSHING CONNECTION FLANGED COUPLING ADAPTER FLOOR DRAIN FLEXIBLE DUCT CONNECTION FEEDER FOUNDATION FLANGED END FIRE EXTINGUISHER CABINET FLARED END SECTION FIRE EXTINGUISHER FAR FACE, FACTORY FINISH, FLAT FACE FINISHED GRADE FIRE HYDRANT FIGURE FINISH FLUSH JOINT FLOW, FLOW LINE FLEXIBLE FLANGE FLUORESCENT FLOOR FLASHING, FLUSH FENCE FINISHED OPENING FLAT ON BOTTOM FACE OF CONCRETE, FACE OF CURB FACE OF FINISH FACE OF MASONRY FACE OF STUDS FLAT ON TOP FEMALE PIPE THREAD FRAME FIBERGLASS REINFORCED PLASTIC FIRE RETARDANT TREATED MATERIAL FLOOR SINK, FAR SIDE FEET, FOOT FOOTING, FITTING FURRED, FURRING FURNITURE, FURNISH FUTURE FACE VELOCITY FIELD WELD, FIRE WALL FORWARD FURNISHED WITH EQUIPMENT FIXTURE GRILLE, GROUND GAGE (METAL THICKNESS) GALLON GALVANIZED GRAB BAR, GRADE BREAK GROOVED COUPLING GUARD GENERAL GROUND FAULT CIRCUIT INTERRUPTER GROUND FACE MASONRY UNIT GUTTER GRADE GROOVED JOINT GLASS GLASS BLOCK, GLULAM BEAM GROUND GUY POLE GRADE GRATING GYPSUM SHEATHING BOARD GREASE TRAP GRAVEL GUY WIRE GYPSUM WALLBOARD GYPSUM HARDBOARD HIGH HOSE BIB HARDBOARD HANDICAPPED, HOLLOW CORE, HORIZONTAL CURVE, HORIZONTAL CENTERLINE HEAD HEADER HARDWARE HEXAGONAL HANGER HANDHOLE HIGH-INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HIGH POINT, HORSEPOWER HORIZONTAL POINT OF CURVATURE HIGH-PRESSURE SODIUM HORIZONTAL POINT OF TANGENCY HOSE REEL, HOUR HEADED STUD, HIGH STRENGTH HOLLOW STRUCTURAL SHAPE HEIGHT HEATING HIGH VOLTAGE HEATING, VENTILATING AND AIR CONDITIONING HARDWOOD HIGH WATER LEVEL HYDRAULIC HERTZ, CYCLES PER SECOND

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AutoCAD SHX Text CEILING CONTROL JOINT CAULKING CLEAR COMMUNICATION MANHOLE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEANOUT, CONCRETE OPENING COLUMN COMMON COMBINATION COMMUNICATION COMPOSITION, COMPRESSIBLE, COMPOSITE CONCENTRIC CONCRETE CONNECTION CONSTRUCTION CONTINUOUS COORDINATE CORROSIVE, CORRUGATED CHECKER PLATE, CONTROL POINT COUPLING CORROSION-RESISTANT LINING COMPRESSION SLEEVE COUPLING COUNTERSINK CLINIC SERVICE SINK CERAMIC TILE CENTER CONTROL CULVERT COPPER, CUBIC CLOCKWISE CUBIC YARD PENNY (NAIL MEASURE) DEEP, DIFFUSER, DRAIN DUCT BANK, DECIBEL, DRY BULB DEFORMED BAR ANCHOR DOUBLE DIRECT CURRENT DEGREE DEGREE CENTIGRADE DEGREE FAHRENHEIT DEMOLITION DEPRESSED DEPARTMENT DETAIL DROP INLET, DUCTILE IRON, DIGITAL INPUT DIAMETER DIAGONAL, DIAGRAM DIFFERENTIAL, DIFFERENCE DIMENSION DISCHARGE DISTANCE, DISTRIBUTION DIVISION DEAD LOAD DOUBLE MECHANICAL JOINT DAMP PROOFING DOWN DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO DEPTH DOUBLE POLE, DOUBLE THROW DOUBLE POLE, SINGLE THROW DOWN SPOUT DOUBLE TEE, DRIP TRAP ASSEMBLY DUPLICATE DRAWING DOWEL DRAWER EAST EACH, EXHAUST AIR ELECTRICAL CONTRACTOR ECCENTRIC EQUIPMENT DRAIN ELECTRICAL DUCT BANK EACH END EACH FACE EFFLUENT, EFFICIENCY ELECTRICAL HANDHOLE EXTERIOR INSULATION & FINISH SYSTEM EXPANSION JOINT ELBOW, ELEVATION ELECTRICAL EMBEDDED EMERGENCY ELECTRICAL MANHOLE ENCLOSURE ENGINEER ENTRANCE EDGE OF PAVEMENT EQUAL EQUIPMENT EQUIVALENT EACH SIDE, EQUAL SPACE, EMERGENCY SHOWER EMERGENCY SHOWER AND EYE WASH ESTIMATE EACH WAY, EMERGENCY EYE/FACE WASH ELECTRIC WATER COOLER EACH WAY, EACH FACE EACH WAY, TOP AND BOTTOM EXCAVATION EXHAUST EXPANSION, EXPOSED EXISTING EXTERIOR, EXTERNAL, EXTENSION

AutoCAD SHX Text A/C A/E A AB ABAN ABC ABT AC ACK ACP ACST AD ADDL ADH ADJ AF AFF AFG AGGR AI AIC ALIG ALT ALUM AM AMB ANC AO AP APRX APVD ARCH ASSY AT ATC ATM AUTO AUX AVE AVG AWG AWT B TO B BAL BBD BC BD BE BF BITUM BKG BL BLDG BLK BLKG BM BOC BOD BOG BOL BOP BOR BOT BOU BP BRG BRGP BRKT BS BTU BTW BTWLD BU BUR BW BYP C TO C C&G C CAB CAP CAT CAV CB CCB CCW CDF CE CER CF CFL CHBD CHD CHFR CHH CI CIP CIPB CIRC CJ CKT CL

AutoCAD SHX Text AIR CONDITIONING ARCHITECT/ENGINEER AMPERE ANCHOR BOLT ABANDON AGGREGATE BASE COURSE ABOUT ALTERNATING CURRENT ACKNOWLEDGE ACOUSTIC CEILING PANEL, ASPHALTIC CONCRETE PAVEMENT ACOUSTIC ADDENDUM, AREA DRAIN ADDITIONAL ADHESIVE ADJUSTABLE, ADJACENT AMP FRAME, AMP FUSE ABOVE FINISH FLOOR ABOVE FINISH GRADE AGGREGATE AREA INLET, ANALOG INPUT AMPS INTERRUPTING CAPACITY ALIGNMENT ALTERNATE, ALTITUDE ALUMINUM ACOUSTICAL MATERIAL AMBIENT ANCHOR ANALOG OUTPUT ACCESS PANEL APPROXIMATE APPROVED ARCHITECTURAL ASSEMBLY ACOUSTICAL TILE, AMP TRIP ACOUSTICAL TILE CEILING ATMOSPHERE AUTOMATIC AUXILIARY AVENUE AVERAGE AMERICAN WIRE GAGE ACOUSTICAL WALL TILE BACK TO BACK BALANCE BULLETIN BOARD BASE CABINET, BOTTOM CHORD, BOLT CENTER, BOLT CIRCLE BOARD BOTH ENDS, BELL END BOTH FACES, BOTTOM FACE, BLIND FLANGE, BOARD FEET BITUMINOUS BACKING BASE LINE BUILDING BLOCK BLOCKING BENCHMARK, BEAM BACK OF CURB BOTTOM OF DUCT BOTTOM OF GRILLE BOTTOM OF LOUVER, BOLLARD BOTTOM OF PIPE BOTTOM OF REGISTER BOTTOM BOTTOM OF UNIT BASE PLATE BEARING BEARING PLATE BRACKET BOTH SIDES BRITISH THERMAL UNIT BETWEEN BUTT WELD BELL UP, BUILT-UP BUILT-UP ROOFING BOTH WAYS BYPASS CENTER TO CENTER CURB AND GUTTER CHANNEL SHAPE, CENTIGRADE, CONDUIT CABINET CAPACITY CATALOG, CATALOGIORY CAVITY CATCH BASIN CONCRETE BLOCK COUNTER CLOCKWISE CONTROLLED-DENSITY FILL CONCRETE EDGE CERAMIC CUBIC FEET (FOOT) COUNTER FLASHING CHALKBOARD CHORD CHAMFER COMMUNICATION HANDHOLE CURB INLET CAST-IN-PLACE CONCRETE INTERLOCKING PAVER BALLAST CIRCULATION, CIRCULAR CONSTRUCTION JOINT CIRCUIT CENTERLINE, CLASS, CLOSE

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%%UGENERAL NOTES:

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DATE:

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DATE:

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MAR 2022

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SLEEPING BEAR DUNES NATIONAL LAKESHORE

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PLATTE POINT RESTORATION

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LICENSEE:

JAMES E. SCHOLL

Point Number Northing Easting Point Elevation Description

2 520734.761' 19220184.250' 590.26' BM#2

4 520832.323' 19221105.270' 585.12' BM#3

600 520575.268' 19220250.870' 590.51' BM#1

BASIS OF BEARING

BASIS OF ELEVATION

TOPOGRAPHIC SURVEY NOTES

ELEVATION CONVERSION

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LEGEND

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LAKE MICHIGAN ROAD

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WOODED

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WOODED

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WOODED

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PLATTE RIVER

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LAKE MICHIGAN

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ORDINARY HIGH WATER PER FEDERAL JURISDICTION ELEV = 581.5' (IGLD 1985)

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APPARENT LIMITS OF DREDGE SPOILS MATERIAL AND EDGE OF VEGETATION

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EDGE OF VEGETATION

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MICHIGAN STATUTE ELEV = 580.5' (IGLD 1985)

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EDGE OF WATER

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FEDERAL JURISDICTION ELEV = 581.5' (IGLD 1985)

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EDGE OF VEGETATION

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TREE LINE

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BENCHMARK #3 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 585.12

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10 IN. OAK

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32 IN. OAK

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8 IN. OAK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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TREE LINE

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TREE LINE

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TREE LINE

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TREE LINE

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TREE LINE

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BENCHMARK #1 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 590.60

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF VEGETATION

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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PLATTE RIVER

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LAKE MICHIGAN

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LAKE MICHIGAN

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BENCHMARK #2 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 590.26

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APPROXIMATE AREA OF BOAT LAUNCH

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APPROXIMATE PARKING AREA

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EDGE OF VEGETATION

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EXISTING SITE PLAN

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AND SURVEY CONTROL

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WITH AERIAL

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E. DOVE

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N. PARKS

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SCALE OF FEET

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DATE:

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AutoCAD SHX Text 3/21/22 16:52 NPARKS R23 C:\PWWORKING\CENTRAL01\D1796899\102-G03.DWG XREFS: ..\D1490031\XG-BRDR.DWG; ..\D1490024\00V-BE01-50.DWG; ..\D1490024\00V-BE02-50.DWG; ..\D1490033\AERIAL.DWG;

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TITLE OF SHEET

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MAR 2022

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SLEEPING BEAR DUNES NATIONAL LAKESHORE

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PLATTE POINT RESTORATION

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INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85)

AutoCAD SHX Text MICHIGAN STATE PLANE COORDINATE SYSTEM CENTRAL ZONE - NAD83 (2011) INTERNATIONAL FEET

AutoCAD SHX Text THIS IS NOT INTENDED OR REPRESENTED TO BE A LAND SURVEY. NO PROPERTY CORNERS WERE SET AS PART OF THIS TOPOGRAPHIC SURVEY. THE PROPERTY DESCRIPTION WAS NOT FURNISHED, AND NO CHECK OF TITLE RELATIVE TO OWNERSHIP, GAPS, OVERLAPS, OR OCCUPATION HAS BEEN PERFORMED AS PART OF THIS TOPOGRAPHIC SURVEY. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ONE FOOT CONTOURS ARE SHOWN.

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NAVD88 = IGLD85 + 0.29'

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1. THE MAP SHOWN HEREON WAS GENERATED FROM FIELD OBSERVATIONS THE MAP SHOWN HEREON WAS GENERATED FROM FIELD OBSERVATIONS TAKEN ON 9/27/19 AND 10/08/19 BY GOURDIE-FRASER. 2. SUBSURFACE EXPLORATION WAS PERFORMED ON 9/27/19 USING GROUND SUBSURFACE EXPLORATION WAS PERFORMED ON 9/27/19 USING GROUND PENETRATING RADAR ACROSS THE DREDGING SPOIL STOCKPILE AREA. 3. APPROXIMATE TOP OF WATER ELEVATION OF LAKE MICHIGAN WAS APPROXIMATE TOP OF WATER ELEVATION OF LAKE MICHIGAN WAS OBSERVED TO BE 581.9 (IGLD85) ON 9/27/19. 4. THERE WAS NO OBSERVABLE EVIDENCE OF UTILITIES WITHIN THE SURVEY THERE WAS NO OBSERVABLE EVIDENCE OF UTILITIES WITHIN THE SURVEY AREA. 5. THE ORDINARY HIGH WATER MARK (OHWM) FOR LAKE MICHIGAN IS THE ORDINARY HIGH WATER MARK (OHWM) FOR LAKE MICHIGAN IS DEFINED BY MICHIGAN STATUTE TO BE AT 580.5' (IGLD 1985), PER PUBLIC ACT 451 OF 1994. FEDERAL JURISDICTION FOR LAKE MICHIGAN IS ESTABLISHED AT 581.5' (IGLD 1985) UNDER SECTION 10 OF THE RIVERS AND HARBORS ACT AND SECTION 404 OF THE CLEAN WATERS ACT.

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PICTURE KEYNOTE (SEE SPECIFICATION 01 11 00A)

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LICENSEE:

JAMES E. SCHOLL

Point Number Northing Easting Point Elevation Description

2 520734.761' 19220184.250' 590.26' BM#2

4 520832.323' 19221105.270' 585.12' BM#3

600 520575.268' 19220250.870' 590.51' BM#1

BASIS OF BEARING

BASIS OF ELEVATION

TOPOGRAPHIC SURVEY NOTES

ELEVATION CONVERSION

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LEGEND

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LAKE MICHIGAN ROAD

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WOODED

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WOODED

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WOODED

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PLATTE RIVER

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LAKE MICHIGAN

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ORDINARY HIGH WATER PER FEDERAL JURISDICTION ELEV = 581.5' (IGLD 1985)

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APPARENT LIMITS OF DREDGE SPOILS MATERIAL AND EDGE OF VEGETATION

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EDGE OF VEGETATION

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MICHIGAN STATUTE ELEV = 580.5' (IGLD 1985)

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EDGE OF WATER

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FEDERAL JURISDICTION ELEV = 581.5' (IGLD 1985)

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EDGE OF VEGETATION

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TREE LINE

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BENCHMARK #3 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 585.12

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10 IN. OAK

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32 IN. OAK

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8 IN. OAK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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CENTERLINE OF DIRT EXISTING 2-TRACK

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TREE LINE

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TREE LINE

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TREE LINE

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TREE LINE

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TREE LINE

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TREE LINE

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BENCHMARK #1 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 590.60

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF ASHPALT

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EDGE OF VEGETATION

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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EDGE OF WATER

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PLATTE RIVER

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LAKE MICHIGAN

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LAKE MICHIGAN

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BENCHMARK #2 SET 1/2" REBAR & CAP "CONTROL POINT" ELEV = 590.26

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APPROXIMATE AREA OF BOAT LAUNCH

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APPROXIMATE PARKING AREA

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EDGE OF VEGETATION

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EXISTING SITE PLAN

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AND SURVEY CONTROL

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WITHOUT AERIAL

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E. DOVE

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N. PARKS

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SCALE OF FEET

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DATE:

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AutoCAD SHX Text 12/5/18 14:51 RNELSON R22 C:\PWWORKING\OMA\D2420009\0103-G03.DWG XREFS: ..\D2420004\XG-BRDR.DWG; ..\D2420004\XC-OVER.DWG; ..\D2420004\XC-SITE.DWG; ..\D2420004\XV-AERIAL.DWG; ..\D2420004\XV-PROP-EASEMENTS.DWG; ..\D2420004\XV-UTILITIES.DWG;

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MAR 2022

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SLEEPING BEAR DUNES NATIONAL LAKESHORE

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PLATTE POINT RESTORATION

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INTERNATIONAL GREAT LAKES DATUM OF 1985 (IGLD85)

AutoCAD SHX Text MICHIGAN STATE PLANE COORDINATE SYSTEM CENTRAL ZONE - NAD83 (2011) INTERNATIONAL FEET

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NAVD88 = IGLD85 + 0.29'

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PICTURE KEYNOTE (SEE SPECIFICATION 01 11 00A)

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LICENSEE:

JAMES E. SCHOLL

WATER METER AIR RELIEF VALVE PIPE PLUG SIGN SPOT ELEVATION PAVEMENT STRIPING (DIRECTIONAL ARROWS) HANDI-CAP PARKING STALL VPI (VERTICAL POINT OF INTERSECTION)

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UTILITY BENEATH STRUCTURE

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RAILROAD

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LARGE PIPELINE

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PIPELINE

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CENTERLINE

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PROPERTY LINE

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EASEMENT

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LIMITS OF CONSTRUCTION

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ROW

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EXISTING CONTOUR W/ELEVATION (MAJOR)

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EXISTING CONTOUR (MINOR)

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NEW CONTOUR (MAJOR)

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NEW CONTOUR (MINOR)

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BOTTOM OF DITCH

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HIGHWAY GUARDRAIL

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EXISTING FENCE

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EXISTING VEGETATION/BRUSH LINE

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INDUSTRIAL WASTE WATER

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NATURAL GAS

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FUEL OIL

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FIBER OPTIC

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FLOOD LIMIT (25 YEAR)

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FENCE - BARB WIRE

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FENCE - CHAIN LINK

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FENCE - FIELD

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FENCE - OTHER

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FENCE - WOOD

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GENERAL WATER

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SANITARY SEWER

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SILT FENCE

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ROCK BERM

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DOWNGUY

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SURVEY BENCHMARK

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SPOT ELEVATION/POINT #

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SURVEY CONTROL POINT

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IDENTIFICATION AND APPROXIMATE LOCATION OF SOIL TEST HOLE

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CIVIL MAPPING SYMBOLOGY

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BUOY

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STORM CATCH BASIN

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STORM ROUND CATCH BASIN

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EMBANKMENT SLOPE (CUT)

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FLOW ARROW

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EMBANKMENT SLOPE RIGHT ARROW RIGHT

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EMBANKMENT SLOPE LEFT ARROW LEFT

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CLEANOUT

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FUEL OIL METER

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FUEL OIL MANHOLE

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FUEL OIL VAULT

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EMBANKMENT SLOPE (FILL)

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GREASE TRAP

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GRIT CHAMBER

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NATURAL GAS METER

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NATURAL GAS RECEIVER

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NATURAL GAS TRAP

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NATURAL GAS LINE VAULT

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HEADWALL

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HORIZONTAL CONTROL POINT

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VERTICAL CONTROL POINT

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INTERSTATE HIGHWAY SYMBOL

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INDUSTRIAL WASTE WATER METER

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INDUSTRIAL WASTE WATER MANHOLE

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EXTERIOR UTILITY JUNCTION BOX

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MONITORING WELL

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POST INDICATOR VALVE

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PUMP STATION

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RAIL SIGNAL

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RAIL SWITCH

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SECTION CORNER MONUMENT

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SECTION CORNER NO MONUMENT

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STORM DRAINAGE MANHOLE

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SIGN

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SANITARY MANHOLE

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SEPTIC TANK

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STATE HIGHWAY SYMBOL

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TIDE GAUGE

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TIRE TREDDLE

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TRAFFIC ARM WITH CARD READER

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TRAFFIC ARM MECHANICAL SWING

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US HIGHWAY SYMBOL

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WATER/AIR VENT

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WATER BACKFLOW PREVENTER

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WATER LEVEL IN SECTION/PROFILE

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EXISTING UTILITY POLE

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UTILITY/CIVIL LINE SYMBOLOGY

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VALVE

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FIRE HYDRANT

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CULVERT END SYMBOL (WITH CULVERT SHOWN BETWEEN SYMBOLS)

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CP-X

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XXX

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XXX

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XXX

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WATER BLOWOFF

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WATER METER

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WATER SHUTOFF

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WATER SOFTENER

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WATER VALVE VAULT

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PIEZOMETER

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TANK BELOW GROUND

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TANK HORIZONTAL ABOVE GROUND

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TANK VERTICAL ABOVE GROUND

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TEMPORARY SEDIMENT TRAP

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HAY BALE SILT CHECK

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SOIL BORING

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TEST PIT

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FLOOD LIMIT (50 YEAR)

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FLOOD LIMIT (100 YEAR)

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FLOOD LIMIT (200 YEAR)

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FLOOD LIMIT (500 YEAR)

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FENCE - WOVEN WIRE

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STORM SEWER

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LEVEE TOP

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LEVEE TOE

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TOE OF SLOPE

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TOP OF SLOPE

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RETAINING WALL

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POTABLE WATER

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RAW WATER

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WASTE PIPING

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UTILITY/CIVIL LINE SYMBOLOGY

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DRAIN LINE

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AIR/VENT LINE

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OVERHEAD ELECTRICAL

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UNDERGROUND ELECTRICAL

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AERIAL TELEPHONE

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UNDERGROUND TELEPHONE

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OHE

AutoCAD SHX Text POWER POLE YARD HYDRANT GAS VALVE LIGHT POLE UTILITY POLE SANITARY SEWER CLEANOUT SANITARY SEWER MANHOLE MANHOLE OR METER VAULT POST ACCESS GATE TELEPHONE VAULT/PEDESTAL POWER VAULT/PEDESTAL WATER METER

AutoCAD SHX Text BENCH MARK OR MONUMENT JUNCTION BOX METER PEDESTAL BUSH DECIDUOUS TREE PALM TREE TREE MASS FLAG GABION MAT PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT

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NORTH ARROW

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%%UGENERAL NOTES

AutoCAD SHX Text THIS IS A STANDARD CIVIL SYMBOLOGY SHEET. ALL SYMBOLS ARE NOT NECESSARILY USED ON THIS PROJECT.

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LEGEND

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MAR 2022

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LICENSEE:

JAMES E. SCHOLL

1. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO THE START OF CONSTRUCTION AS DEFINED IN SPECIFICATION 01 10 00. 2. ALL STATIONING IS ALONG CONSTRUCTION CENTER LINES ( ). ALL STATIONING IS ALONG CONSTRUCTION CENTER LINES ( ). CHANNEL CONSTRUCTION SHALL BE BASED ON STATIONING, SEE SHEETS C03. OTHER NON-LINEAR GRADING SHALL BE STAKED AND CONSTRUCTED FROM IDENTIFIED GRADING POINTS ON C07 AND AUTOCAD CIVIL 3D FILE TO BE PROVIDED BY THE NPS CONTRACTING OFFICER. 3. THE INFORMATION ON THESE DRAWINGS CONCERNING THE TYPE, THE INFORMATION ON THESE DRAWINGS CONCERNING THE TYPE, SIZE AND LOCATION OF UTILITIES HAS BEEN SHOWN BASED ON THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DETERMINATION OF THE EXACT LOCATION OF ALL EXISTING UTILITY FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL EXISTING UTILITIES, IN PLACE, UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL REMOVE ONLY THOSE STRUCTURES AND THE CONTRACTOR SHALL REMOVE ONLY THOSE STRUCTURES AND OBSTRUCTIONS AS SHOWN ON THE REMOVAL PLANS OR AS SPECIFIED IN THE CONTRACT DOCUMENTS, AND AS DIRECTED BY THE CONTRACTING OFFICER. 5. ALL TREES, BUSHES, AND OTHER FIXED OBJECTS WITHIN THE ALL TREES, BUSHES, AND OTHER FIXED OBJECTS WITHIN THE LIMITS OF CUT OR FILL OR AS NOTED ON THE PLANS SHALL BE REMOVED. ALL OTHER TREES AND BUSHES SHALL BE PROTECTED. 6. THE CONTRACTOR SHALL SHOULDER-UP DROP-OFFS GREATER THE CONTRACTOR SHALL SHOULDER-UP DROP-OFFS GREATER THAN 3 INCHES IF THEY ARE TO REMAIN IN PLACE FOR MORE THAN 24 HOURS. 7. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MUTCD SIGN THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MUTCD SIGN PANELS, POSTS AND HARDWARE FOR TRAFFIC CONTROL PURPOSES. DIRECTIONAL AND INFORMATIONAL SIGN PANELS, POSTS AND HARDWARE ARE TO BE GOVERNMENT FURNISHED AND CONTRACTOR INSTALLED. 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF PEDESTRIANS DURING ALL CONSTRUCTION ACTIVITIES. 9. THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT THE CONTRACTOR SHALL NOT PARK ANY VEHICLES OR EQUIPMENT IN, OR DISTURB ANY AREA NOT APPROVED BY THE CONTRACTING OFFICER. 10. THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES TO THOSE AREAS WITHIN THE LIMITS OF DISTURBANCE AND/OR TOES OF SLOPES AS SHOWN ON THE PLANS AND CROSS SECTIONS. ANY DISTURBANCE BEYOND THESE LIMITS SHALL BE RESTORED TO ORIGINAL CONDITION BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. CONSTRUCTION PROCEDURE SHALL INCLUDE THE PARKING OF VEHICLES OR EQUIPMENT, DISPOSAL OF LITTER, AND ANY OTHER ACTION WHICH WOULD ALTER EXISTING CONDITIONS. 11. ALL REMOVALS SHALL BECOME THE PROPERTY OF THE ALL REMOVALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OUTSIDE THE PARK, UNLESS OTHERWISE NOTED IN THE PLANS OR SPECIFICATIONS. 12. THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF PROTECTING THE CONTRACTOR SHALL HAVE THE RESPONSIBILITY OF PROTECTING LIVE UTILITIES DURING CONSTRUCTION OPERATIONS AND SHALL HOLD NPS HARMLESS FOR ANY AND ALL DAMAGES TO LIVE UTILITIES ARISING FROM CONSTRUCTION OPERATIONS. 13. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH SHEET FOR USAGE. 14. PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND PERFORM ALL WORK IN ACCORDANCE WITH THE DRAWINGS AND REQUIREMENTS OF THE SPECIFICATIONS. 15. PROTECT ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, PROTECT ALL FENCES, SIGNS, STRUCTURES, DRIVES, SIDEWALKS, STREETS, BUSHES, TREES, ETC. WHICH ARE ADJACENT TO CONSTRUCTION AREAS. 16. DO NOT REMOVE, INJURE, OR DESTROY TREES OR OTHER PLANTS DO NOT REMOVE, INJURE, OR DESTROY TREES OR OTHER PLANTS WITHOUT PRIOR APPROVAL. CONSULT WITH CONTRACTING OFFICER AND REMOVE AGREED-ON ROOTS AND BRANCHES THAT INTERFERE WITH CONSTRUCTION. 17. ALL PROPOSED CONTOURS REPRESENT FINISHED GRADE. ALL PROPOSED CONTOURS REPRESENT FINISHED GRADE. 18. ALL PROJECT CONSTRUCTION ACTIVITIES CONFINED TO LIMITS OF ALL PROJECT CONSTRUCTION ACTIVITIES CONFINED TO LIMITS OF CONSTRUCTION AND/OR FEDERAL PROPERTY. 19. HEAVY EQUIPMENT NOT TO EXCEED THE MINIMUM REQUIRED SIZE HEAVY EQUIPMENT NOT TO EXCEED THE MINIMUM REQUIRED SIZE FOR THE TASK AT HAND AND THE LARGEST EQUIPMENT ALLOWED TO TRAVEL DOWN THE HAUL ROAD TO BE 10' WIDE X 12' TALL, TRACKED EQUIPMENT IS PREFERRED WHEN POSSIBLE. 20. ALL EQUIPMENT SHALL BE IN PROPER FUNCTIONING CONDITION AND ALL EQUIPMENT SHALL BE IN PROPER FUNCTIONING CONDITION AND THE CONTRACTING OFFICER RESERVES THE RIGHT TO DENY ACCESS/USE OF EQUIPMENT VISUALLY DEMONSTRATING FLUID LEAKS OR POTENTIAL DETRIMENT TO THE NATURAL ENVIRONMENT. 21. OPERATIONS OF VEHICLES WITHIN THE WOODLAND AREAS SHALL OPERATIONS OF VEHICLES WITHIN THE WOODLAND AREAS SHALL ADHERE TO THE FOLLOWING BEST MANAGEMENT PRACTICES: 21.1. STAY ON DESIGNATED HAUL ROUTE. STAY ON DESIGNATED HAUL ROUTE. 21.2. DO NOT PARK, OVERNIGHT STAGE, OR STOCKPILE MATERIAL DO NOT PARK, OVERNIGHT STAGE, OR STOCKPILE MATERIAL WITHIN THE TREE DRIP LINES TO GREATEST EXTENT POSSIBLE. 21.3. ADDRESS PROTOCOL FOR ANY DAMAGE TO EXISTING TREES ADDRESS PROTOCOL FOR ANY DAMAGE TO EXISTING TREES (CONTACT CO AND FOLLOW PARK DIRECTIONS TO EMPLOY PROPER HORTICULTURAL METHODS IN PRUNING DAMAGED LIMB, SCARRING OF BARK/TRUNK, ETC)

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CIVIL NOTES

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CIVIL NOTES

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UTILITY NOTES

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1. UTILITIES ARE NOT ANTICIPATED WITHIN PROJECT LIMITS. UTILITIES ARE NOT ANTICIPATED WITHIN PROJECT LIMITS. HOWEVER, CONTRACTOR TO CONFIRM BY CALLING MISS DIG 811 A MINIMUM OF 48 HOURS PRIOR TO DIGGING (248-370-6400 OF 7-800-482-7171) TO REQUEST UTILITY LOCATES WITHIN THE PROJECT AREA.

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CIVIL AND UTILITY NOTES

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MAR 2022

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LICENSEE:

JAMES E. SCHOLL

DATE:

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DREDGE SPOILS REMOVAL

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PLAN AND STAGING AREA

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HAUL ROAD 1, SEE SHEET C03

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D.N.D. EXISTING TREE LINE

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HAUL ROAD 1, SEE SHEET C03

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LICENSEE:

JAMES E. SCHOLL

20"

20" 6" 6"

48" MIN.

MIN.

45°

ORANGEWHITE

8" MIN.

12" MAX.

TYPE III BARRICADE

CONICAL

DELINEATOR

ORANGE

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42"

MIN.

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CONTROL WITH HAUL

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ROAD PLAN

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HAUL ROAD 1

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HAUL ROAD 1

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100'L X 20'W VEHICLE TRACKING ENTRANCE, SEE DETAIL 4 SHEET C05

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CONSTRUCTION AHEAD WARNING SIGN 300 FT. FROM TRACKING ENTRANCE.

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TYPE III BARRICADE WITH LIGHTS, SEE DETAIL THIS SHEET

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PEDESTRIAN BARRICADE USING CONICAL DELINEATORS

AutoCAD SHX Text NOTES: 1. CONTRACTOR TO DEVELOP TRAFFIC CONTROL PLAN AND CONTRACTOR TO DEVELOP TRAFFIC CONTROL PLAN AND APPLICABLE SIGNAGE. ROAD SURFACE & SIDEWALKS TO BE RESTORED TO PRE-PROJECT CONDITION FOLLOWING COMPLETION OF HAULING ACTIVITIES. 2. HAUL ROAD RUTTING & SURFACE DAMAGE SHALL BE HAUL ROAD RUTTING & SURFACE DAMAGE SHALL BE MINIMIZED AT ALL TIMES. SPECIFICALLY IN LOW AREAS. CONTRACTOR TO SELECT MEANS AND METHODS THAT MAY INCLUDE BUT NOT LIMITED TO : NATURAL EXCAVATED MATERIAL, TIMBER CRIBBING, METAL PLATES, ETC. CRUSHED ROCK IS NOT ALLOWED. 3. CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY NON-NATIVE DEPOSITS OR MATERIALS AND RESTORING THE AREA TO PRE-WORK CONDITIONS, APPLIES TO ALL DISTURBED AREAS.

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LICENSEE:

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SSA

AutoCAD SHX Text NPDES GENERAL PERMIT NO. 2 NPDES GENERAL PERMIT NO. 2 NPDES GENERAL PERMIT NO. 2 STORM WATER POLLUTION PLAN CONSTRUCTION/IMPLEMENTATION CHECKLIST CHECKLIST CHECKLIST MAINTAIN RECORDS OF CONSTRUCTION ACTIVITIES, INCLUDING: DATES WHEN MAJOR GRADING ACTIVITIES OCCUR DATES WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE ON A PORTION OF THE SITE DATES WHEN CONSTRUCTION ACTIVITIES PERMANENTLY CEASE ON A PORTION OF THE SITE DATES WHEN STABILIZATION MEASURES ARE INITIATED ON THE SITE PREPARE INSPECTION REPORTS SUMMARIZING: NAME OF INSPECTOR QUALIFICATIONS OF INSPECTOR MEASURES/AREAS INSPECTED OBSERVED CONDITIONS CHANGE NECESSARY TO THE STORM WATER POLLUTION PREVENTION PLAN. NOTE: INSPECTIONS SHALL BE LOGGED WEEKLY AND AFTER EVERY 1/2" RAIN BY CONTRACTOR. REPORT ANY "HAZARDOUS CONDITIONS": NOTIFY THE MICHIGAN DNR AND SHERIFF'S OFFICE NOT LESS THAN SIX HOURS AFTER THE ONSET OF A "HAZARDOUS CONDITION" MODIFY THE POLLUTION PREVENTION PLAN TO INCLUDE: THE DATE OF RELEASE CIRCUMSTANCES LEADING TO THE RELEASE STEPS TAKEN TO PREVENT REOCCURRENCE OF THE RELEASE MODIFY POLLUTION PREVENTION PLAN AS NECESSARY TO : COMPLY WITH MINIMUM PERMIT REQUIREMENTS WHEN NOTIFIED BY THE MICHIGAN DNR THAT THE PLAN DOES NOT COMPLY ADDRESS A CHANGE IN DESIGN, CONSTRUCTION OPERATION OR MAINTENANCE WHICH HAS AN EFFECT ON THE POTENTIAL FOR DISCHARGE OF POLLUTANTS PREVENT REOCCURRENCE OF A "HAZARDOUS CONDITION" CONTRACTOR CERTIFICATION STATEMENT "I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE CONSTRUCTION SITE AS A PART OF THIS CERTIFICATION. FURTHER, BY MY SIGNATURE, I UNDERSTAND THAT I AM BECOMING A CO-PERMITTEE, ALONG WITH THE OWNER(S) AND OTHER CONTRACTORS AND SUBCONTRACTORS SIGNING SUCH CERTIFICATIONS, TO THE MICHIGAN DEPARTMENT OF NATURAL RESOURCES NPDES GENERAL PERMIT NO. 2 FOR "STORM WATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY FOR CONSTRUCTION ACTIVITIES: AT THE IDENTIFIED SITE.

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File details come from the government source that posted it. Updated Mar 3, 2023.