B08_Solicitation_Attach_2__Drawings.pdf

PDF 9 MB Posted May 3, 2023

Attached to: REHABILITATE ASPHALT PULLOUTS ON LOOP RD Federal contract opportunity
Solicitation number: 140P6323B0005
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 27, 2023

This set of construction drawings and specifications is for a project to rehabilitate asphalt pullouts along the Badlands Loop Road in Badlands National Park. The project involves repairing eight pullouts including work at Rim Road MP 2.8, Quinn Road North and South side pullouts, Milepost 17, Big Foot Picnic Area, Milepost 11, Old Road, and Milepost 6. Improvements include grading, installing aggregate base course and asphalt surfacing, adding curb and gutter in some locations, extending culverts, and implementing erosion control measures. The work must follow South Dakota DOT specifications. The National Park Service Midwest Region is the contracting agency. Completion will support wildlife viewing and visitor enjoyment in Badlands National Park.

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Other files for this federal contract opportunity

Other files attached to REHABILITATE ASPHALT PULLOUTS ON LOOP RD, newest first.
File	Type	Posted
Sol_140P6323B0005_Amd_0004.pdf	PDF	Jun 27, 2023
Sol_140P6323B0005_Amd_0003.pdf	PDF	Jun 13, 2023
B09_Solicitation_Amendment_Amd_2_Questions___Answers_0002.pdf	PDF	Jun 2, 2023
Sol_140P6323B0005_Amd_0002.pdf	PDF	Jun 2, 2023
B09_Solicitation_Amendment_Amd_1_Attach_1_Bid_Schedule_language_removed_from_SF1442_0001.pdf	PDF	May 12, 2023
Sol_140P6323B0005_Amd_0001.pdf	PDF	May 12, 2023
B08_Solicitation_Attach_1_Bid_Schedule.xlsx	XLSX spreadsheet	May 3, 2023
B08_Solicitation_Attach_6__Submittal_List.pdf	PDF	May 3, 2023
B08_Solicitation_Attach_7_Limitations_on_Subcontracting_Report.xlsx	XLSX spreadsheet	May 3, 2023
Sol_140P6323B0005.pdf	PDF	May 3, 2023
B08_Solicitation_Attach_4_Specifications_SDDOT_Specs.pdf	PDF	May 3, 2023
B08_Solicitation_Attach_8_Wage_Determintation_SD20230032.pdf	PDF	May 3, 2023
B08_Solicitation_Attach_3_Specifications.pdf	PDF	May 3, 2023
B08_Solicitation_Attach_5_Specifications_Geotechinical_report.pdf	PDF	May 3, 2023

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TITLE OF PROJECT

BADLANDS NATIONAL PARK

80114

NATIONAL

SERVICE

PARK LOCATION WITH PARK

REHABILITATE ASPHALT PULLOUTS FOR WILDLIFE VIEWING

AND VISITOR ENJOYMENT ALONG THE LOOP ROAD

NORTH UNIT

NAME OF PARK

REGION COUNTY STATE

SOUTH DAKOTAPENNINGTON & JACKSONMIDWEST

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FEE STATION

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INTERIOR

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RIDGE

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PINE

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SHIRT

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RED

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STRONGHOLD

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RESERVATION

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SHANNON COUNTY

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PENNINGTON COUNTY

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RIVER

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WHITE

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RESERVATION

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KNEE

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WOUNDED

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UNIT

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PINE

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RIDGE

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JACKSON COUNTY

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SHANNON COUNTY

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AREA

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CREEK

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PALMER

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WHITE

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RIVER

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HERMOSA

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CUSTER COUNTY

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PENNINGTON COUNTY

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SCENIC

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CHEYENNE

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SAGE

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RIVER

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LOOP

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NORTH

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UNIT

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RD.

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RIM

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RD.

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CREEK

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FEE STATION

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PINNACLES

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BADLANDS

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WALL

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CITY

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RAPID

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PIERRE

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CREEK

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POTATO

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KADOKA

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CEDAR PASS LODGE

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JACKSON COUNTY

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PENNINGTON COUNTY

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FLAT

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CACTUS

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INTERIOR

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PASS

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CEDAR

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HQ.

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FEE STATION

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NORTHEAST

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BEN REIFEL

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PROJECT SITE

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SPRINGS

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FOURCHE

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SPEARFISH

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HOT

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BELLE

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RIDGE

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PINE

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NEBRASKA

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SOUTH DAKOTA

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PARK

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WHITE RIVER

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NATIONAL

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BADLANDS

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MISSION

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FAITH

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CITY

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STURGIS

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RAPID

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CHEYENNE

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RIVER

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WALL

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MURDO

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OAHE

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LAKE

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SCALE OF MILES

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SCALE OF KILOMETERS

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SCALE OF MILES

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BADLANDS NATIONAL PARK

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TRAIL

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CAMPGROUND

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PICNIC AREA

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AMPHITHEATER

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RANGER STATION

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PARK HEADQUARTERS

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VISITOR CENTER

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CREEK OR RIVER

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FIRST AID

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HQ.

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LEGEND

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WILDERNESS AREA

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UNPAVED ROAD

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COUNTY LINE

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PARK BOUNDARY

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PAVED ROAD

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STATE LINE

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SOUTH DAKOTA

AutoCAD SHX Text SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET GENERAL 1 COVER SHEET & INDEX OF DRAWINGS COVER SHEET & INDEX OF DRAWINGS 2 G1 LEGENDS G1 LEGENDS LEGENDS 3 G2 ABBREVIATIONS G2 ABBREVIATIONS ABBREVIATIONS CIVIL 4 C1 TOPOGRAPHIC SURVEY C1 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY 5 C2 TOPOGRAPHIC SURVEY C2 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY 6 C3 TOPOGRAPHIC SURVEY C3 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY 7 C4 TOPOGRAPHIC SURVEY C4 TOPOGRAPHIC SURVEY TOPOGRAPHIC SURVEY 8 C5 SURVEY CONTROL C5 SURVEY CONTROL SURVEY CONTROL 9 C6 SITES ORIENTATION C6 SITES ORIENTATION SITES ORIENTATION 10 C7 RIM ROAD MP 2.8 C7 RIM ROAD MP 2.8 RIM ROAD MP 2.8 11 C8 RIM ROAD & 240 C8 RIM ROAD & 240 RIM ROAD & 240 12 C9 QUINN RD N & S SIDE C9 QUINN RD N & S SIDE QUINN RD N & S SIDE 13 C10 MILEPOST 17 PULLOUT C10 MILEPOST 17 PULLOUT MILEPOST 17 PULLOUT 14 C11 BIG FOOT PICNIC AREA C11 BIG FOOT PICNIC AREA BIG FOOT PICNIC AREA 15 C12 MILE POST 11 PULLOUT C12 MILE POST 11 PULLOUT MILE POST 11 PULLOUT 16 C13 OLD RD PULLOUT C13 OLD RD PULLOUT OLD RD PULLOUT 17 C14 MILE POST 6 C14 MILE POST 6 MILE POST 6 18 C15 TYPICAL SECTIONS C15 TYPICAL SECTIONS TYPICAL SECTIONS 19 C16 DETAILS

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INDEX

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CONSTRUCTION DRAWINGS

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UNITED STATES

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DRAWING NO.

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SHEET

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DEPARTMENT OF INTERIOR

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NATIONAL PARK SERVICE

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MIDWEST REGIONAL OFFICE

SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY

MATERIALS IN PLAN/SECTION

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TH-"X"

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SECTION LETTER

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DIRECTION OF VIEW

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AutoCAD SHX Text BENCHMARK CLEANOUT ELEVATION TARGET VALVE KEY NOTE SOIL TEST HOLE REFERENCE MONUMENT CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR EXISTING ELECTRICAL CONDUIT RELOCATED OR NEW ELECTRICAL CONDUIT EXISTING SEWER LINE RELOCATED OR NEW SEWER LINE EXISTING WATER LINE RELOCATED OR NEW WATER LINE LIMITS OF CONSTRUCTION

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%%USECTION CUT MARKER

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%%UDETAIL, ELEVATION, PLAN OR SECTION TITLE

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TITLE

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SCALE

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SEQUENCE IDENTIFICATION NUMBER OR LETTER

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TITLE OF DETAIL, ELEVATION, PLAN OR SECTION

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IDENTIFIES A BAR SCALE DETAIL IS DRAWN AT

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN

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IDENTIFIES SHEET WHERE DETAIL IS FROM

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN

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TITLE

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SEQUENCE IDENTIFICATION NUMBER OR LETTER

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN *

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* FOR COMMON DETAILS AND SECTIONS OR DETAILS THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS, THE SUB SHEET NUMBER IS REPLACE BY A DASH (-).

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%%UDETAIL, ELEVATION OR PLAN MARKERS

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE DETAIL IS SHOWN

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IDENTIFIES SHEET WHERE DETAIL IS FROM

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%%UPHOTO MARKERS

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE PHOTO IS SHOWN

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IDENTIFIES SHEET WHERE PHOTO IS FROM

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SEQUENCE IDENTIFICATION NUMBER

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IDENTIFIES SHEET WHERE PHOTO IS SHOWN

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INDICATES DIRECTION PHOTO WAS TAKEN FROM

AutoCAD SHX Text EQUIPMENT SHADING CONCRETE DEMOLITION EARTH GRANULAR FILL GRATING GROUT METAL RIPRAP SANDSTONE WOOD - CONTINUOUS (SECTION) WOOD BLOCKING (SECTION)

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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LEGENDS

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AutoCAD SHX Text 80114

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B. NOBLE

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B. NOBLE

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C. BAILEY

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BADLANDS NATIONAL PARK

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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. 4. SEE INSTRUMENTATION LEGEND SHEET FOR PROJECT-SPECIFIC EQUIPMENT SYMBOLS, EQUIPMENT ABBREVIATIONS, AND PIPING SYSTEM ABBREVIATIONS.

AutoCAD SHX Text TOP OF BOLT, TOP OF BANK, TOP OF BEAM, TOP OF BERM TOP OF CURB, TOP OF CONCRETE TOP OF DECK 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, WORKING POINT 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 POLYTETRAFLUOROETHYLENE 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 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

AutoCAD SHX Text CLG CLJ CLKG CLR CMH CMP CMU CO COL COM COMB COMM COMP CON CONC CONN CONST CONT COOR CORR CP CPLG CRL CSC CSK CSS CT CTR CTRL CVT CU CW CY d D DB DBA DBL DC DEG DEG C DEG F DEMO DEP DEPT DET DI DIA DIAG DIFF DIM DISCH DIST DIV DL DMJ DMPF DN DO DP DPDT DPST DS DT DUP DWG DWL DWR E EA EC ECC ED EDB EE EF EFF EHH EIFS EJ EL ELEC EMBD EMER EMH ENCL ENGR ENTR EOP EQ EQUIP EQUIV ES ESEW EST EW EWC EWEF EWTB EXC EXH EXP EXST EXT

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 CJP 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 COMPLETE JOINT PENETRATION CIRCUIT CENTERLINE, CLASS, CLOSE

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%%UGENERAL NOTES:

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ABBREVIATIONS

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B. NOBLE

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B. NOBLE

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C. BAILEY

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BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

E 1455000.0

SB-AET-B1

CP 7

E 1465250.0

E 1465000.0

E 1465250.0

E 1465000.0

E 1465500.0

E 1465250.0

E 1465000.0

E 1465500.0

E 1464750.0

E 1464750.0 N

E 1464500.1

93 30

SB-AET-B2

CP 11

CULVERT

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

GUARD POST

AIR CONDITIONERAC

AUTO SPRINKLER

CONIFEROUS TREE

HHE HANDHOLE ELECTRIC

DECIDUOUS TREE

CONTROL POINT

ELECTRIC METER

GAS METER

SANITARY MANHOLE

R ROOF DRAIN

HANDICAP PARKING

WATER VALVE

STOP BOX

J COMMUNICATION JUNCTION BOX

CATCH BASIN

FLAG POLE

POWER POLE ANCHOR

CONCRETE SURFACE

BITUMINOUS SURFACE

H HANDHOLE

HHC HANDHOLE COMMUNICATIONS

FIBER OPTIC

SANITARY SEWER

WATER MAIN

STORM SEWER

FENCE

UNDERGROUND ELECTRICUE

GAS MAING

TELEPHONET

PAVER SURFACE

LANDSCAPE WOODCHIPS

RETAINING WALLS

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE PIPE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

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B. NOBLE

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B. NOBLE

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C. BAILEY

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BADLANDS NATIONAL PARK

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SAGE CREEK RIM ROAD

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RIM ROAD MP 2.8 PULLOUT - EXISTING CONDITIONS

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RIM ROAD & 240 PULLOUT - EXISTING CONDITIONS

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SAGE CREEK RIM ROAD

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SCALE OF FEET

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EXISTING TWO TRACK FROM PREVIOUS PROJECT

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EXISTING GRAVEL SURFACING

E 1487250.0

E 1487000.0

E 1487250.0

E 1487000.0

E 1487500.0

E 1487750.0

E 1486750.0

2805 2804 2803 2802 2801 2800

2799 2798 2797

2796 2795

2795279627

E 1497250.0

E 1497500.0

E 1497750.0

2675 2680

CP 12

CULVERT

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

GUARD POST

AIR CONDITIONERAC

AUTO SPRINKLER

CONIFEROUS TREE

HHE HANDHOLE ELECTRIC

DECIDUOUS TREE

CONTROL POINT

ELECTRIC METER

GAS METER

SANITARY MANHOLE

R ROOF DRAIN

HANDICAP PARKING

WATER VALVE

STOP BOX

J COMMUNICATION JUNCTION BOX

CATCH BASIN

FLAG POLE

POWER POLE ANCHOR

CONCRETE SURFACE

BITUMINOUS SURFACE

H HANDHOLE

HHC HANDHOLE COMMUNICATIONS

FIBER OPTIC

SANITARY SEWER

WATER MAIN

STORM SEWER

FENCE

UNDERGROUND ELECTRICUE

GAS MAING

TELEPHONET

PAVER SURFACE

LANDSCAPE WOODCHIPS

RETAINING WALLS

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE PIPE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

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B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 10/24/2022

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BADLANDS NATIONAL PARK

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AutoCAD SHX Text C2

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SCALE OF FEET

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MILEPOST 17 PULLOUT

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QUIN ROAD NORTH AND SOUTH SIDE PULLOUTS

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BADLANDS LOOP ROAD / HWY 240

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BADLANDS LOOP ROAD / HWY 240

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EXISTING 24" CMP CULVERT

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EXISTING ASPHALT PAVEMENT

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EXISTING PULLOUTS (ASPHALT PAVEMENT)

EXISTING ASPHALT PAVEMENT

E 1517250.0

E 1517500.0

E 1517250.0

E 1517500.0

E 1517750.0

E 1517999.9

2680 2681

SB-B5

E 1523750.0

E 1523999.9

CP 24

CULVERT

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

GUARD POST

AIR CONDITIONERAC

AUTO SPRINKLER

CONIFEROUS TREE

HHE HANDHOLE ELECTRIC

DECIDUOUS TREE

CONTROL POINT

ELECTRIC METER

GAS METER

SANITARY MANHOLE

R ROOF DRAIN

HANDICAP PARKING

WATER VALVE

STOP BOX

J COMMUNICATION JUNCTION BOX

CATCH BASIN

FLAG POLE

POWER POLE ANCHOR

CONCRETE SURFACE

BITUMINOUS SURFACE

H HANDHOLE

HHC HANDHOLE COMMUNICATIONS

FIBER OPTIC

SANITARY SEWER

WATER MAIN

STORM SEWER

FENCE

UNDERGROUND ELECTRICUE

GAS MAING

TELEPHONET

PAVER SURFACE

LANDSCAPE WOODCHIPS

RETAINING WALLS

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE PIPE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

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B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 10/24/2022

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BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C3

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SCALE OF FEET

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MILEPOST 11 PULLOUT

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BIGFOOT PICNIC AREA PULLOUT

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EXISTING 18" RCP CULVERT

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BADLANDS LOOP ROAD / HWY 240

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BADLANDS LOOP ROAD / HWY 240

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EXISTING ASPHALT PAVEMENT

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EXISTING PULLOUTS (ASPHALT PAVEMENT)

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EXISTING ASPHALT PAVEMENT

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EXISTING CATTLE GUARD

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SCALE OF FEET

1" = 50'

E 1538500.0

E 1538750.0

E 1538500.0

E 1538750.0

SB-AET-B8

CP 17

CP 19

E 1526750.0

E 1526999.9

E 1527249.8

2461 2460

SB-AET-B7

CP 21

CP 23

CULVERT

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

SIGN

GUARD POST

AIR CONDITIONERAC

AUTO SPRINKLER

CONIFEROUS TREE

HHE HANDHOLE ELECTRIC

DECIDUOUS TREE

CONTROL POINT

ELECTRIC METER

GAS METER

SANITARY MANHOLE

R ROOF DRAIN

HANDICAP PARKING

WATER VALVE

STOP BOX

J COMMUNICATION JUNCTION BOX

CATCH BASIN

FLAG POLE

POWER POLE ANCHOR

CONCRETE SURFACE

BITUMINOUS SURFACE

H HANDHOLE

HHC HANDHOLE COMMUNICATIONS

FIBER OPTIC

SANITARY SEWER

WATER MAIN

STORM SEWER

FENCE

UNDERGROUND ELECTRICUE

GAS MAING

TELEPHONET

PAVER SURFACE

LANDSCAPE WOODCHIPS

RETAINING WALLS

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CMP CORRUGATED METAL PIPE

PVC POLYVINYL CHLORIDE PIPE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

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B. NOBLE

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B. NOBLE

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C. BAILEY

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BADLANDS NATIONAL PARK

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AutoCAD SHX Text C4

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SCALE OF FEET

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MILEPOST 6 SHOULDER EXPANSION

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OLD ROAD PULLOUT

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EXISTING 24" RCP CULVERT

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EXISTING 42" RCP CULVERT

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EXISTING 60" RCP CULVERT

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EXISTING 24" RCP CULVERT

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EXISTING PULLOUT WITH CURBS - DEMOLISH

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SCALE OF FEET

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BADLANDS LOOP ROAD / HWY 240

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EXISTING ASPHALT PAVEMENT

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BADLANDS LOOP ROAD / HWY 240

EXISTING ASPHALT PAVEMENT

CONTROL POINT TABLE

POINT NO.

NORTHING

570121.61

541121.94

577268.26

544432.46

573724.26

544490.66

574527.61

547285.50

569009.99

536778.86

567072.02

538376.47

520175.08

537597.71

520171.22

537187.28

521690.72

537174.25

522193.34

535571.40

EASTING

1459791.18

1492626.42

1452401.98

1486796.86

1455841.45

1484953.13

1455038.97

1483312.92

1466130.49

1507522.68

1465050.46

1497271.27

1528326.68

1517116.93

1543240.10

1516583.21

1538813.29

1516583.92

1538442.21

1519325.35

ELEVATION

3049.74

2754.78

2962.68

2808.70

2973.97

2830.22

2988.12

2869.43

3094.98

2680.90

3089.78

2678.98

2428.63

2683.21

2439.19

2672.52

2433.36

2672.49

2436.60

2703.34

DESCRIPTION

NGS-F382

IPINCIP-RED CAP

NGS-26WHV

IPIN NGS-L385-1962

NGS-E382

IPINCIP-2.75" BC

IPINCIP-RED CAP

IPIN-NGS-FAIRVIEW-2-1934

NGS-M180

IPIN-NGS-U130-1934

IPIN-RED CAP

REBAR #4

IPIN-BLM-REFMRKR-S32

IPIN-FHA 2.5" AC-CFLHD-2001

NGS-BC-K382

IPIN-FHWA 1.5" AC-3137

IPIN-RED CAP

IPIN-FHC 2.5" AC-CFLHD-2002

IPIN-RED CAP

IPIN-USBPR 3" BC-644+40 PST

CONTROL POINT TABLE

POINT NO.

NORTHING

525566.10

530410.52

525326.83

533582.08

EASTING

1526697.14

1527070.20

1527148.92

1523659.12

ELEVATION

2468.52

2684.75

2464.71

2679.62

DESCRIPTION

IPIN-PK-IN-CTLGRD

IPIN-FHWA 1.5" AC-3148

IPIN-RED CAP

IPIN-1.25" RPC

CP 16 CP 18

CP 21

CP 23

CP 19

CP 17

CP 15

CP 13

CP 22

CP 24

CP 20

CP 14

CP 3

CP 7

CP 5

CP 1

CP 9

CP 11

CP 8

CP 6

CP 4 CP 2 CP 12

CP 10

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DATE:

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SURVEY CONTROL

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B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 15/11/2022

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BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C5

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SCALE OF FEET

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SCALE OF FEET

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AutoCAD SHX Text COORDINATE SYSTEM DETAILS HORIZONTAL DATUM: SOUTH DAKOTA STATE PLANE COORDINATE SYSTEM, SOUTH DAKOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE - NAD83 (2011) VERTICAL DATUM: NAVD88 NAVD88

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BADLANDS LOOP ROAD / HWY 240

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BADLANDS LOOP ROAD / HWY 240

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RIM ROAD & 240 PULLOUT

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RIM ROAD & 240 PULLOUT

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RIM ROAD MP 2.8 PULLOUT

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QUINN ROAD NORTH & SOUTH SIDE PULLOUTS

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MILEPOST 17 PULLOUT

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BIG FOOT PICNIC AREA PULLOUT

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MILEPOST 11 PULLOUT

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OLD ROAD PULLOUT

MILEPOST 6 SHOULDER EXPANSION

DATE:

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B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 15/11/2022

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BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C6

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SCALE OF FEET

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BADLANDS LOOP ROAD / HWY 240

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BADLANDS LOOP ROAD / HWY 240

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RIM ROAD & 240 PULLOUT

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RIM ROAD MP 2.8 PULLOUT

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RIM ROAD

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QUINN ROAD NORTH & SOUTH SIDE PULLOUTS

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MILEPOST 17 PULLOUT

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BIG FOOT PICNIC AREA PULLOUT

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MILEPOST 11 PULLOUT

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OLD ROAD PULLOUT

MILEPOST 6 SHOULDER EXPANSION

SB-AET-B1

CP 7

COORDINATE POINTS TABLE

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DATE:

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RIM ROAD MP 2.8

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AutoCAD SHX Text 80114

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B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 10/24/2022

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BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C7

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text SHEET NOTES: 1. REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT PARKS DIRECTION FOR PLACEMENT DURING RE-VEGETATION. 2. STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND GRADING. SCARIFY AND RE-COMPACT EXISTING SUB-GRADE TO A DEPTH OF 8-INCHES PRIOR TO PLACING FILL OR BASE COURSE. 3. ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, UNSUITABLE MATERIALS, AND AGGREGATE/GRAVEL GREATER THAN 3 INCHES IN NOMINAL SIZE PRIOR TO RE-USE. 4. PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO -1% TO +3% OF OPTIMUM FOR CLAY SOILS AND ±3% OF OPTIMUM FORGRANULAR SOILS, 5. EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, LOOSE LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY PER STANDARD PROCTOR (ASTM D698, 2012) 8. NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE EXISTING ROADWAY AND SHOULD BE OF SUFFICIENT WIDTH TO PERMIT OPERATIONS OF EARTHWORK AND COMPACTION EQUIPMENT. 9. PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM DUMP TRUCK OR WATER TRUCK TO CHECK FOR PUMPING. 10. PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PREPARED SUBGRADE. 11. PLACE GRAVEL SURFACING TO A DEPTH OF 6-INCHES. PLACE GRAVEL SURFACING TO A DEPTH OF 6-INCHES. 12. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. 13. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL

AutoCAD SHX Text

AutoCAD SHX Text CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR STORMWATER BMP LIMITS OF CONSTRUCTION INSTALLED SURFACE (AGGREGATE)

AutoCAD SHX Text

LEGEND

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GRADE FROM EXISTING EDGE OF GRAVEL TYPICAL SECTION 2

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SIDE SLOPES NOT TO EXCEED 4:1

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EAST SIDE PARKING SPACES @ 20-FT PER SPACE: ~ 20 SPACES

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WEST SIDE PARKING SPACES @ 20-FT PER SPACE: ~ 18 SPACES

AutoCAD SHX Text

SAGE CREEK RIM ROAD

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SIDE SLOPES NOT TO EXCEED 4:1

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INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

E 1465250.0

E 1465000.0

E 1465250.0

E 1465500.0

E 1464750.0

3093 3094

95 30

SB-AET-B2

CP 11

COORDINATE POINTS TABLE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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RIM ROAD & 240

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AutoCAD SHX Text 80114

AutoCAD SHX Text

B. NOBLE

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B. NOBLE

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C. BAILEY

AutoCAD SHX Text 10/24/2022

AutoCAD SHX Text

BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C8

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

GRADE FROM EXISTING EDGE OF GRAVEL PER TYPICAL SECTION 3

AutoCAD SHX Text

SIDE SLOPES NOT TO EXCEED 4:1

AutoCAD SHX Text

EAST SIDE PARKING SPACES @ 45-DEG PULL IN @ 9-FT WIDTH PER SPACE: ~ 35 SPACES

AutoCAD SHX Text

WEST SIDE PARKING SPACES @ 45-DEG PULL IN @ 9-FT WIDTH PER SPACE: ~35 SPACES

AutoCAD SHX Text

SAGE CREEK RIM ROAD

AutoCAD SHX Text

AutoCAD SHX Text CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR STORMWATER BMP LIMITS OF CONSTRUCTION INSTALLED SURFACE (AGGREGATE)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

INSTALL STORMWATER BMP SILT FENCE OR APPROVED EQUIVALENT

AutoCAD SHX Text

INSTALL STORMWATER BMP SILT FENCE OR APPROVED EQUIVALENT

AutoCAD SHX Text

INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

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INSTALL 12" RCP CULVERT W/ FLARED END SECTIONS

SHEET NOTES: 1. REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT PARKS DIRECTION FOR PLACEMENT DURING RE-VEGETATION. 2. STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND GRADING. SCARIFY AND RE-COMPACT EXISTING SUB-GRADE TO A DEPTH OF 8-INCHES PRIOR TO PLACING FILL OR BASE COURSE. 3. ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, UNSUITABLE MATERIALS, AND AGGREGATE/GRAVEL GREATER THAN 3 INCHES IN NOMINAL SIZE PRIOR TO RE-USE. 4. PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO -1% TO +3% OF OPTIMUM FOR CLAY SOILS AND ±3% OF OPTIMUM FORGRANULAR SOILS, 5. EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, LOOSE LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY PER STANDARD PROCTOR (ASTM D698, 2012) 8. NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE EXISTING ROADWAY AND SHOULD BE OF SUFFICIENT WIDTH TO PERMIT OPERATIONS OF EARTHWORK AND COMPACTION EQUIPMENT. 9. PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM DUMP TRUCK OR WATER TRUCK TO CHECK FOR PUMPING. 10. PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PREPARED SUBGRADE. 11. PLACE GRAVEL SURFACING TO A DEPTH OF 6-INCHES. PLACE GRAVEL SURFACING TO A DEPTH OF 6-INCHES. 12. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. 13. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL

E 1487250.0

E 1487000.0

E 1487500.0

2808 SB

COORDINATE POINTS TABLE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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QUINN RD N & S SIDE

AutoCAD SHX Text

AutoCAD SHX Text 80114

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

C. BAILEY

AutoCAD SHX Text 10/24/2022

AutoCAD SHX Text

BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C9

AutoCAD SHX Text

GRADE FROM EXISTING EDGE OF PAVEMENT PER TYPICAL SECTION 2

AutoCAD SHX Text

SIDE SLOPES NOT TO EXCEED 4:1

AutoCAD SHX Text

SOUTH SIDE PARKING SPACES @ 20-FT PER SPACE: ~26 SPACES

AutoCAD SHX Text

NORTH SIDE PARKING SPACES @ 20-FT PER SPACE: ~14 SPACES

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

BADLANDS LOOP ROAD / HWY 240

AutoCAD SHX Text

AutoCAD SHX Text CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR STORMWATER BMP LIMITS OF CONSTRUCTION INSTALLED SURFACE (ASPHALT)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

AutoCAD SHX Text

INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

SHEET NOTES: 1. REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT PARKS DIRECTION FOR PLACEMENT DURING RE-VEGETATION. 2. STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND GRADING. SCARIFY AND RE-COMPACT EXISTING SUB-GRADE TO A DEPTH OF 8-INCHES PRIOR TO PLACING FILL OR BASE COURSE. 3. ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, UNSUITABLE MATERIALS, AND AGGREGATE/GRAVEL GREATER THAN 3 INCHES IN NOMINAL SIZE PRIOR TO RE-USE. 4. PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO -1% TO +3% OF OPTIMUM FOR CLAY SOILS AND ±3% OF OPTIMUM FORGRANULAR SOILS, 5. EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, LOOSE LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY PER STANDARD PROCTOR (ASTM D698, 2012) 8. NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE EXISTING ROADWAY AND SHOULD BE OF SUFFICIENT WIDTH TO PERMIT OPERATIONS OF EARTHWORK AND COMPACTION EQUIPMENT. 9. PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM DUMP TRUCK OR WATER TRUCK TO CHECK FOR PUMPING. 10. PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PREPARED SUBGRADE. 11. PLACE AGGREGATE BASE COURSE TO A DEPTH OF 6-INCHES. PLACE AGGREGATE BASE COURSE TO A DEPTH OF 6-INCHES. 12. ASPHALT TO MEET OR EXCEED SOUTH DAKOTA DEPARTMENT OF ASPHALT TO MEET OR EXCEED SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION (SDDOT) CLASS E-1 SPECIFICATIONS SECTION 320 & 321. 13. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. 14. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL

E 1497250.0

E 1497500.0

COORDINATE POINTS TABLE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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MILEPOST 17 PULLOUT

AutoCAD SHX Text

AutoCAD SHX Text 80114

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

C. BAILEY

AutoCAD SHX Text 10/24/2022

AutoCAD SHX Text

BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C10

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text

GRADE FROM EXISTING EDGE OF PAVEMENT PER TYPICAL SECTION 2

AutoCAD SHX Text

SIDE SLOPES NOT TO EXCEED 4:1

AutoCAD SHX Text

PARKING SPACES @ 20-FT PER SPACE: ~ 21 SPACES

AutoCAD SHX Text

BADLANDS LOOP ROAD / HWY 240

AutoCAD SHX Text

AutoCAD SHX Text CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR STORMWATER BMP LIMITS OF CONSTRUCTION INSTALLED SURFACE (ASPHALT)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

SHEET NOTES: 1. REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT REMOVE EXISTING TOPSOIL FROM GRADING EXTENTS, STOCKPILE ONSITE AT PARKS DIRECTION FOR PLACEMENT DURING RE-VEGETATION. 2. STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND STRIP TOPSOIL TO A DEPTH OF 6-INCHES PRIOR TO EXCAVATION AND GRADING. SCARIFY AND RE-COMPACT EXISTING SUB-GRADE TO A DEPTH OF 8-INCHES PRIOR TO PLACING FILL OR BASE COURSE. 3. ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, ALL EXCAVATED MATERIAL SHOULD BE CLEANED OF ALL TOPSOIL/ORGANICS, UNSUITABLE MATERIALS, AND AGGREGATE/GRAVEL GREATER THAN 3 INCHES IN NOMINAL SIZE PRIOR TO RE-USE. 4. PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO PRIOR TO USE EMBANKMENT FILL SHALL BE MOISTURE CONDITIONED TO -1% TO +3% OF OPTIMUM FOR CLAY SOILS AND ±3% OF OPTIMUM FORGRANULAR SOILS, 5. EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, EMBANKMENT MATERIAL SHALL BE PLACED IN A MAXIMUM OF 8" THICKNESS, LOOSE LIFTS AND COMPACTED TO 95% MAXIMUM DENSITY PER STANDARD PROCTOR (ASTM D698, 2012) 8. NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE NEWLY PLACED EMBANKMENT MATERIAL SHALL BE BENCHED INTO THE EXISTING ROADWAY AND SHOULD BE OF SUFFICIENT WIDTH TO PERMIT OPERATIONS OF EARTHWORK AND COMPACTION EQUIPMENT. 9. PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM PROOF ROLL FOUNDATION AND FILL MATERIAL WITH A LOADED TANDEM DUMP TRUCK OR WATER TRUCK TO CHECK FOR PUMPING. 10. PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PLACE MIRAFI RS380i (OR APPROVED EQUAL) GEOTEXTILE MATERIAL ON PREPARED SUBGRADE. 11. PLACE AGGREGATE BASE COURSE TO A DEPTH OF 6-INCHES. PLACE AGGREGATE BASE COURSE TO A DEPTH OF 6-INCHES. 12. ASPHALT TO MEET OR EXCEED SOUTH DAKOTA DEPARTMENT OF ASPHALT TO MEET OR EXCEED SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION (SDDOT) CLASS E-1 SPECIFICATIONS SECTION 320 & 321. 13. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. RE-VEGETATE AS SOON AS POSSIBLE USING STOCKPILED TOPSOIL. 14. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL

E 1517250.0

E 1517500.0

E 1517250.0

E 1517500.0

E 1517750.0

E 1517999.9

SB-B5

COORDINATE POINTS TABLE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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BIG FOOT PICNIC AREA

AutoCAD SHX Text

AutoCAD SHX Text 80114

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

B. NOBLE

AutoCAD SHX Text

C. BAILEY

AutoCAD SHX Text 10/24/2022

AutoCAD SHX Text

BADLANDS NATIONAL PARK

AutoCAD SHX Text 245016

AutoCAD SHX Text C11

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text

GRADE FROM EXISTING EDGE OF PAVEMENT PER TYPICAL SECTION 2

AutoCAD SHX Text

SIDE SLOPES NOT TO EXCEED 4:1

AutoCAD SHX Text

SOUTH SIDE PARKING SPACES @ 20-FT PER SPACE: ~ 33 SPACES

AutoCAD SHX Text

BADLANDS LOOP ROAD / HWY 240

AutoCAD SHX Text

AutoCAD SHX Text CENTERLINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR NEW MAJOR CONTOUR NEW MINOR CONTOUR STORMWATER BMP LIMITS OF CONSTRUCTION INSTALLED SURFACE (ASPHALT)

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

INSTALL STORMWATER BMP STRAW WATTLE OR APPROVED EQUIVALENT

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