B08_Solicitation_Attach_2__Drawings_Sewer_Improvements_.pdf

PDF 18 MB Posted Nov 17, 2023

Attached to: BADL Rehab South Unit Wastewater System
Solicitation number: 140P6324B0001
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 21, 2023

This file is an attachment to a federal contract solicitation for wastewater system rehabilitation work. The solicitation number is 140P6324B0001 and is being issued by the Department of the Interior National Park Service Midwest Region for improvements to the BADL Rehab South Unit wastewater system. The 18MB PDF file contains drawings related to the sewer improvements being solicited. Responses to the solicitation are due based on the deadline specified in the solicitation document. The contract will be awarded based on the terms in the solicitation. The work involves rehabilitation of the existing wastewater system serving the BADL Rehab South Unit.

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TITLE OF PROJECT

BADLANDS NATIONAL PARK

80106

NATIONAL

SERVICE

PARK

LOCATION WITH PARK

RENOVATE SEWER SYSTEM

SOUTH UNIT VISITOR CENTER

NAME OF PARK

REGION COUNTY STATE

SOUTH DAKOTAJACKSONMIDWEST

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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 OVERALL SITE PLAN C2 OVERALL SITE PLAN OVERALL SITE PLAN 6 C3 SITE LAYOUT C3 SITE LAYOUT SITE LAYOUT 7 C4 COORDINATE TABLES C4 COORDINATE TABLES COORDINATE TABLES 8 C5 SANITARY SEWER PLAN & PROFILE C5 SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE 9 C6 SANITARY SEWER PLAN & PROFILE C6 SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE 10 C7 SANITARY SEWER PLAN & PROFILE C7 SANITARY SEWER PLAN & PROFILE SANITARY SEWER PLAN & PROFILE 11 C8 LAGOON SITE PLAN C8 LAGOON SITE PLAN LAGOON SITE PLAN 12 C9 LAGOON SECTIONS C9 LAGOON SECTIONS LAGOON SECTIONS 13 C10 LAGOON SECTIONS C10 LAGOON SECTIONS LAGOON SECTIONS 14 C11 EROSION CONTROL C11 EROSION CONTROL EROSION CONTROL 15 C12 DETAILS C12 DETAILS DETAILS 16 C13 DETAILS C13 DETAILS DETAILS 17 C14 DETAILS C14 DETAILS DETAILS 18 C15 DETAILS C15 DETAILS DETAILS ELECTRICAL 19 E1 ELECTRICAL LEGEND AND ABBREVIATION E1 ELECTRICAL LEGEND AND ABBREVIATION ELECTRICAL LEGEND AND ABBREVIATION 20 E2 ELECTRICAL SITE PLAN E2 ELECTRICAL SITE PLAN ELECTRICAL SITE PLAN 21 E3 ONE LINE DIAGRAM E3 ONE LINE DIAGRAM ONE LINE DIAGRAM 22 E4 ELECTRICAL DETAILS E4 ELECTRICAL DETAILS ELECTRICAL 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

LSHAGLA

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SITE PLAN SYMBOLOGY GENERAL SYMBOLOGY

MATERIALS IN PLAN/SECTION

T T T

T T T T

T T T

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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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ABBREVIATIONS

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C. ROBINSON

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L. SHAGLA

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C. BAILEY

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BADLANDS NATIONAL PARK

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SOUTH UNIT VISITOR CENTER

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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

AutoCAD SHX Text TOB TOC TOD TOF TOG TOL TOM TOP TOPO TOS TOW TP TPD TPG TR TRANS TRD TYP U UG ULT UNFN UNO UTIL V VA VAC VAR VB VC VCP VCT VEL VENT VERT VG VIF VIN VOL VPC VPI VPT VS VTR VWC W/ W/O W WB WC WD WF WG WH WI WL WLD WM WP WS WSCT WT WTHP WWF XP XS XSECT XXS YH YS

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

AutoCAD SHX Text R&R R&S R RA RB RCPT RD REC RECD RECT RED REF REINF REM REQD RESIL RET REV RF RFG RFL RGH RGS RGS-PVC RH RL RLFA RND RNG RO ROW RPM RR RSP RT RVT RY S SA SAMU SAN SB SC SCH SCHEM SCN SE SEC SECT SEP SF SG SH SHT SHTG SIL SIM SL SLTD SLV SMLS SOG SP SPA SPEC SPLY SPST SPT SQ SR SS SST ST STA STD STIF STIR STL STOR STR SUB SUC SUSP SY SYM SYMM SYN SYS T&B T&G T TA TAN TBM TCE TEF TEMP THD THK THRESH TKBD

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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4/19/19 07:59 RGRADY R22 C:\PWWORKING\CENTRAL01\D0925676\G2 ABBREVIATIONS.DWG

LSHAGLA

Snapshot

2628.7

2629.3

T T

T T T T

T T T T T

T T T T

T T

UEUE

UE UE

E 1395000.0

E 1396000.0

E 1394500.0

E 1396000.0

E 1395500.0

E 1395000.0

E 1394500.0

E 1395500.0

E 1395000.0

E 1397000.0

E 1396500.0

LEGEND

SANITARY MANHOLE

WATER MANHOLE

WATER VALVE

FIRE HYDRANT

POWER POLE

ELECTRIC JUNCTION BOX/OUTLET

POWER METER

GAS TANK ACCESS

NATURAL GAS VALVE

TEST WELL

ANTENNA

SATELLITE DISH

SIGN W/ TWO POST

SIGN W/ ONE POST

MISCELLANEOUS POST/BOLLARD

FOUND BOUNDARY MONUMENT

BENCHMARK

CONTROL POINT

FLAGPOLE

GUY WIRE

WALKWAY LIGHTING

MAJOR CONTOUR

MINOR CONTOUR

EDGE OF GRAVEL

EDGE OF ASPHALT

EDGE OF CONCRETE

SPLIT RAIL FENCE

SANITARY SEWER PIPE

NATURAL GAS PIPE

OVER HEAD ELECTRIC CABLE

UNDERGROUND ELECTRIC CABLE

DOMESTIC WATER MAIN PIPE

CULVERT

COMMUNICATIONS CABLE

OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE

UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE

AutoCAD SHX Text EX SANITARY MANHOLE RIM EL = 2618.99 INV EL = 2614.06 (4" E) INV EL = 2614.04 (4" S) INV EL = 2614.84 (6" SW) INV EL = 2613.84 (4" N)

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CONTROL POINT #5 BENCHMARK N = 437384.3910 E = 1394682.3540 EL = 2620.821

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CONTROL POINT #4 MAG NAIL N = 437217.8360 E = 1394825.3540 EL = 2620.792

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CONTROL POINT #2 MAG NAIL N = 436787.6740 E = 1394867.7160 EL = 2636.770

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CONTROL POINT #3 MAG NAIL N = 436714.4890 E = 1395025.8140 EL = 2636.486

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BIA HWY 27

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GRAVEL ROAD

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BIA HWY 2

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AutoCAD SHX Text W

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AutoCAD SHX Text Y

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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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TOPOGRAPHIC SURVEY

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AutoCAD SHX Text 80160

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C. ROBINSON

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L. SHAGLA

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C. BAILEY

AutoCAD SHX Text 4/13/2020

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BADLANDS NATIONAL PARK

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SOUTH UNIT VISITOR CENTER

AutoCAD SHX Text 226055

AutoCAD SHX Text C1

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SCALE OF FEET

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AutoCAD SHX Text 1" = 80'

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

LSHAGLA

Snapshot

2629.3

T T

T T T

T T T T

T T

UEUE

E 1395000.0

E 1396000.0

E 1394500.0

E 1396000.0

E 1395500.0

E 1395000.0

E 1394500.0

E 1395500.0

E 1395000.0

E 1396500.0

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KNOWN ARCHEOLOGICAL SITE (TYP)

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BIA HWY 27

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GRAVEL ROAD

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BIA HWY 2

AutoCAD SHX Text PROPOSED LIFT STATION (SEE DETAILS ON SHEET C14) PROPOSED DAVIT CRANE (SEE DETAIL 1/C12)

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2" FORCE MAIN INSTALL BY HORIZONTAL DIRECTIONAL DRILLING

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5 STRAND BARBED WIRE FENCE

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LAGOON #1

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LAGOON #2

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FUTURE LAGOON

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GRAVEL ACCESS ROAD

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WORK LIMITS

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GRADING LIMITS

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CONTROL MANHOLE #1

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GRADING LIMITS

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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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OVERALL SITE PLAN

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AutoCAD SHX Text 80160

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C. ROBINSON

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L. SHAGLA

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C. BAILEY

AutoCAD SHX Text 4/13/2020

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BADLANDS NATIONAL PARK

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SOUTH UNIT VISITOR CENTER

AutoCAD SHX Text 226055

AutoCAD SHX Text C2

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SCALE OF FEET

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AutoCAD SHX Text 1" = 80'

LSHAGLA

Snapshot

2629.3

T T

T T T T

T T T T T

T T

UEUE

E 1395000.0

E 1396000.0

E 1394500.0

E 1396000.0

E 1395500.0

E 1395000.0

E 1394500.0

E 1395500.0

E 1395000.0

E 1396500.0

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KNOWN ARCHEOLOGICAL SITE (TYP)

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KNOWN ARCHEOLOGICAL SITE (TYP)

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BIA HWY 27

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GRAVEL ROAD

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BIA HWY 2

AutoCAD SHX Text PROPOSED LIFT STATION (SEE DETAILS ON SHEET C14) PROPOSED DAVIT CRANE (SEE DETAIL 1/C12)

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2" FORCE MAIN INSTALLED BY HORIZONTAL DIRECTIONAL DRILLING

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5 STRAND BARBED WIRE FENCE

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LAGOON #1

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LAGOON #2

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FUTURE LAGOON

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GRAVEL ACCESS ROAD

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WORK LIMITS

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GRADING LIMITS

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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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SITE LAYOUT

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AutoCAD SHX Text 80160

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C. ROBINSON

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L. SHAGLA

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C. BAILEY

AutoCAD SHX Text 4/13/2020

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BADLANDS NATIONAL PARK

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SOUTH UNIT VISITOR CENTER

AutoCAD SHX Text 226055

AutoCAD SHX Text C3

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SCALE OF FEET

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AutoCAD SHX Text 1" = 80'

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Snapshot

COORDINATE POINTS TABLE COORDINATE POINTS TABLE

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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COORDINATE TABLES

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AutoCAD SHX Text 80160

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C. ROBINSON

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L. SHAGLA

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C. BAILEY

AutoCAD SHX Text 4/13/2020

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BADLANDS NATIONAL PARK

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SOUTH UNIT VISITOR CENTER

AutoCAD SHX Text 226055

AutoCAD SHX Text C4

LSHAGLA

Snapshot

UEUE

U E

OHE

AutoCAD SHX Text

BIA HWY 27

AutoCAD SHX Text PROPOSED LIFT STATION RIM EL = 2620.99 INV EL = 2614.06 (4" E) INV EL = 2614.04 (4" S) INV EL = 2614.84 (6" SW) INV EL = 2611.00 (2" E)

AutoCAD SHX Text

KNOWN ARCHEOLOGICAL SITE

AutoCAD SHX Text REMOVE EX SANITARY MANHOLE RIM EL = 2618.99 INV EL = 2614.06 (4" E) INV EL = 2614.04 (4" S) INV EL = 2614.84 (6" SW) INV EL = 2613.84 (4" N)

AutoCAD SHX Text

WORK LIMITS

AutoCAD SHX Text

APPROXIMATE LOCATION OF WATER MAIN CROSSING

AutoCAD SHX Text

48" VALVE VAULT(SEE SHEET C14)

AutoCAD SHX Text PROPOSED LIFT STATION RIM EL = 2620.99 INV EL = 2614.06 (4" E) INV EL = 2614.04 (4" S) INV EL = 2614.84 (6" SW) INV EL = 2611.00 (2" E)

AutoCAD SHX Text REMOVE EX SANITARY MANHOLE RIM EL = 2618.99 INV EL = 2614.06 (4" E) INV EL = 2614.04 (4" S) INV EL = 2614.84 (6" SW) INV EL = 2613.84 (4" N)

AutoCAD SHX Text

EXISTING GROUND

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2" FORCE MAIN INSTALL BY HORIZONTAL DIRECTIONAL DRILLING

AutoCAD…

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