B08_Solicitation_attachment_2_Drawings.pdf
PDF 3 MB Posted
- Attached to
- BADL Road Safety Improvements Federal contract opportunity
- Solicitation number
- 140P6324B0005
About this file
This solicitation package includes construction drawings and a related federal contract opportunity. The drawings depict proposed safety improvements at fourteen pullouts located along scenic roads within Badlands National Park. The improvements include installing wood bollards, red limestone blocks, rumble strips, and white pavement markings at the pullouts. The related contract opportunity is a solicitation issued by the National Park Service Midwest Region seeking construction services to complete the road safety improvements depicted in the drawings. The solicitation is for a firm-fixed price contract with an anticipated award date in October 2023. The completed improvements aim to enhance wildlife viewing areas and safety for visitors pulling off roads within Badlands National Park.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B09_Solcitation_amendment_4_attach_1__amendment_3_Questions_and_Answers_3_Feb_16__2024_0004.docx | DOCX document | |
| Sol_140P6324B0005_Amd_0004.pdf | ||
| Sol_140P6324B0005_Amd_0003.pdf | ||
| Sol_140P6324B0005_Amd_0002.pdf | ||
| B09_Solcitation_amendment_2_attach_1_Questions_and_Answers_2_Feb_9__2024_0002.docx | DOCX document | |
| Questions_and_Answers_Feb_7__2024_0001.docx | DOCX document | |
| Sol_140P6324B0005_Amd_0001.pdf | ||
| Sol_140P6324B0005.pdf | ||
| B08_Solicitation_attachment_1__Specifications.pdf | ||
| B08_Solicitation_Attach_4_Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| B08_Solicitation_attachment_6_Specifications_Submittal_List.pdf | ||
| B08_Solicitation_attachment_3_Wage_Determintation.pdf | ||
| B08_Solicitation_attachment_5_SDDOT_Specifications.pdf |
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Text version
TITLE OF PROJECT
BADLANDS NATIONAL PARK
80114
NATIONAL
SERVICE
PARK
LOCATION WITH PARK
REHABILITATE ASPHALT PULLOUTS FOR WILDLIFE VIEWING
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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TO
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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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TO
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HERMOSA
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TO
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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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TO
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TO
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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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TO
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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 SITES ORIENTATION C1 SITES ORIENTATION SITES ORIENTATION 5 C2 RIM ROAD MILEPOST 2.8 C2 RIM ROAD MILEPOST 2.8 RIM ROAD MILEPOST 2.8 6 C3 RIM ROAD & 240 C3 RIM ROAD & 240 RIM ROAD & 240 7 C4 QUINN ROAD NORTH & SOUTH SIDE C4 QUINN ROAD NORTH & SOUTH SIDE QUINN ROAD NORTH & SOUTH SIDE 8 C5 MILEPOST 17 PULLOUT C5 MILEPOST 17 PULLOUT MILEPOST 17 PULLOUT 9 C6 BIG FOOT PICNIC AREA C6 BIG FOOT PICNIC AREA BIG FOOT PICNIC AREA 10 C7 MILEPOST 11 PULLOUT C7 MILEPOST 11 PULLOUT MILEPOST 11 PULLOUT 11 C8 OLD ROAD PULLOUT C8 OLD ROAD PULLOUT OLD ROAD PULLOUT 12 C9 MILEPOST 6 SHOULDER EXPANSION C9 MILEPOST 6 SHOULDER EXPANSION MILEPOST 6 SHOULDER EXPANSION 13 C10 TYPICAL SECTIONS C10 TYPICAL SECTIONS TYPICAL SECTIONS 14 C11 DETAILS C11 DETAILS 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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OF
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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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CO
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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 A BAR SCALE DETAIL IS DRAWN AT
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IDENTIFIES SHEET WHERE DETAIL IS SHOWN *
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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 FROM
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SEQUENCE IDENTIFICATION NUMBER
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IDENTIFIES SHEET WHERE DETAIL IS SHOWN *
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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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OF
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TITLE OF SHEET
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LEGENDS
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AutoCAD SHX Text 80114
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
AutoCAD SHX Text 245016
G1
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 REINFORCED CONCRETE PIPE 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 SOIL BORING 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 BMP 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 BEST MANAGEMENT PRACTICES 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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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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G2
DATE:
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DESIGNED:
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SITES ORIENTATION
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
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BADLANDS LOOP ROAD / HIGHWAY 240
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BADLANDS LOOP ROAD / HIGHWAY 240
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RIM ROAD & 240 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
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MILEPOST 6 SHOULDER EXPANSION
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RIM ROAD MILEPOST 2.8 PULLOUT
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QUINN ROAD
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BIG FOOT PASS ROAD
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HORTON ROAD
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CONATA BASIN ROAD
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CS 36B
HIGHWAY 377
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RIM ROAD MILEPOST 2.8
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR.
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CENTERLINE EXISTING AGGREGATE SURFACE WOOD BOLLARDS
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LEGEND
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SAGE CREEK RIM ROAD
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SCALE OF FEET
WOOD BOLLARDS
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RIM ROAD & 240
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
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SAGE CREEK RIM ROAD
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CENTERLINE EXISTING AGGREGATE SURFACE RED LIMESTONE BLOCKS
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LEGEND
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. 3' X 3' X 3' RED LIMESTONE BLOCKS SHALL BE PLACED PER TYPICAL 3' X 3' X 3' RED LIMESTONE BLOCKS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BLOCKS SHALL BE SPACED 7' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR.RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR.
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3' X 3' X 3' RED LIMESTONE BLOCKS
3' X 3' X 3' RED LIMESTONE BLOCKS
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QUINN ROAD NORTH &
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SOUTH SIDE
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. 3. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 4. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 5. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 6. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
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4" WHITE PAVEMENT MARKING
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8" RUMBLE STRIP
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WOOD BOLLARDS
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WOOD BOLLARDS
4" WHITE PAVEMENT MARKING
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DESIGNED:
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OF
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MILEPOST 17 PULLOUT
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
AutoCAD SHX Text 1" = 20'
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 4. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 5. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
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4" WHITE PAVEMENT MARKING
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8" RUMBLE STRIP
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DESIGNED:
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TECH. REVIEW:
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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BIG FOOT PICNIC AREA
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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AutoCAD SHX Text C6
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SCALE OF FEET
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. 3. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 4. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 5. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 6. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
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4" WHITE PAVEMENT MARKING
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8" RUMBLE STRIP
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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MILEPOST 11 PULLOUT
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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AutoCAD SHX Text C7
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SCALE OF FEET
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 4. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL. 5. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 6. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
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4" WHITE PAVEMENT MARKING
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8" RUMBLE STRIP
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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OLD ROAD PULLOUT
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 4. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 5. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
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4" WHITE PAVEMENT MARKING
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8" RUMBLE STRIP
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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SHEET
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OF
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TITLE OF SHEET
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MILEPOST 6 SHOULDER
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EXPANSION
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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SCALE OF FEET
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BADLANDS LOOP ROAD / HWY 240
AutoCAD SHX Text SHEET NOTES: 1. UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT UTILITIES SHOWN IN THE PLANS ARE THOSE MARKED AT THE TIME OF A PREVIOUS SURVEY. THE CONTRACTOR SHALL CONTACT SOUTH DAKOTA 811 PRIOR TO ANY GROUND PENETRATION OR EXCAVATION AND ALL UTILITIES SHALL BE CLEARLY MARKED. 2. WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART WOOD BOLLARDS SHALL BE PLACED PER TYPICAL SECTION AND SHEET C11 DETAILS. BOLLARDS SHALL BE SPACED 5' APART ON CENTER. 3. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. RE-SEED DISTURBED AREAS AS NECESSARY PER DIRECTION OF COR. 4. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL. IMPLEMENT EROSION CONTROL AROUND STOCKPILED AND PLACED TOPSOIL. 5. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 4" WHITE PAVEMENT MARKING SHALL BE PLACED AROUND THE PERIMETER OF THE ASPHALT PULLOUT AS SHOWN. 6. AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP AN 8" RUMBLE STRIP SHALL BE PLACED THE LENGTH OF THE PULLOUT, SEE SHEET C11 DETAILS FOR RUMBLE STRIP INSTALLATION.
AutoCAD SHX Text CENTERLINE 4" WHITE PAVEMENT MARKING 8" RUMBLE STRIP EXISTING ASPHALT SURFACE WOOD BOLLARDS
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LEGEND
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4" WHITE PAVEMENT MARKING
8" RUMBLE STRIP
PULLOUT SECTION 1 (NOT TO SCALE)
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1. MILEPOST 6 SHOULDER EXPANSIONMILEPOST 6 SHOULDER EXPANSION
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PULLOUT SECTION 2 (NOT TO SCALE)
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1. QUINN ROAD NORTH AND SOUTH SIDE PULLOUTS QUINN ROAD NORTH AND SOUTH SIDE PULLOUTS 2. MILEPOST 17 PULLOUT MILEPOST 17 PULLOUT 3. BIGFOOT PICNIC AREA PULLOUT BIGFOOT PICNIC AREA PULLOUT 4. MILEPOST 11 WEST SIDE PULLOUT MILEPOST 11 WEST SIDE PULLOUT 5. OLD ROAD PULLOUTOLD ROAD PULLOUT
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PULLOUT SECTION 3 (NOT TO SCALE)
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1. RIM ROAD AND 240 PULLOUTRIM ROAD AND 240 PULLOUT
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WOOD BOLLARD (SEE SHEET C11 DETAILS)
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3' X 3' X 3' RED LIMESTONE BLOCK (SEE SHEET C11 DETAILS)
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PULLOUT SECTION 4 (NOT TO SCALE)
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1. RIM ROAD MILEPOST 2.8 EAST & WEST PULLOUTSRIM ROAD MILEPOST 2.8 EAST & WEST PULLOUTS
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WOOD BOLLARD (SEE SHEET C11 DETAILS)
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PULLOUT SECTION 5 (NOT TO SCALE)
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1. MILEPOST 11 EAST SIDE PULLOUTMILEPOST 11 EAST SIDE PULLOUT
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WOOD BOLLARD (SEE SHEET C11 DETAILS)
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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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OF
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TITLE OF SHEET
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TYPICAL SECTIONS
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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C10
WOOD BOLLARD DETAIL
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NO SCALE
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AutoCAD SHX Text NOTES: 1. BOLLARDS SHALL BE INSTALLED WHERE BOLLARDS SHALL BE INSTALLED WHERE INDICATED ON THE PLANS PER THE DETAIL.
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6" DIA. WOOD BOLLARD
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FINISHED GRADE
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POST TO BE SET IN M-6 CONCRETE AS SHOWN
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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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OF
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TITLE OF SHEET
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DETAILS
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MJB
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BADLANDS NATIONAL PARK
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INTERIOR, SOUTH DAKOTA
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C11
| 01 G0 |
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File details come from the government source that posted it. Updated .